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DR9502-SY 960819 Request For a Conditional Letter of Map Revision On Denton Creek In the City of Coppell Dallas County, Texas Andrew Brown Park West Prepared for: The City of Coppell, Texas By: Halff ^ssociates, Inc. 8616 Northwest Plaza Drive Dallas, Texas 75225 These documents are for permit purposes only and are not intended for Construction or Bidding, AVO 15254 August 1996 HALFF ASSOCIATES, INC. ENGINEERS ° ARCHITECTS ° PLANNERS ][] Halff Associates ENGINEERS · ARCHITECTS · SCIENTISTS PLANNERS · SURVEYORS Federal Emergency Management Agency 1725 I. Street N. Washington, DC 20472 Atm.: Mr. Alan Johnson, 8616 NORTHWEST PLAZA DRIVE DALLAS, TEXAS 75225 (214) 739~094 FAX (214) 739-0095 August 19, 1996 AVO 15254 Request for a Conditional Letter of Map Revision on Denton Creek in the City of Coppell, Texas. Andrew Brown Park West Dear Mr. Johnson: Enclosed you will fred a technical report on proposed park improvements for a site along Denton Creek, a Tributary of the Elm Fork of the Trinity River. This report, submitted by Halff Associates, Inc. on behalf of the City of Coppell, contains the technical data required for issuance of a Conditional Letter of Map Revision. Hard copies of the HEC-2 hydraulic models, a disk containing input data files, and flood plain and floodway mapping can be found in appendices A through J. Application and Certification forms are included in Section II. The base hydraulic models utilized for this study are as approved by FEMA for the City of Coppell FIS published on April 15, 1994. The digital form of the Duplicate Base FIS model was obtained through Mr. Phathony P. Appleby of the FEMA Project Library in January 1996. A review of City facilities in the Denton Creek area determined that a map correction was necessary at a site downstream of the proposed improvements. That site, the City of Coppell's Service Center on DeForest Road, is currently shown to be within the FEMA regulatory flood plain while, when plotted against a 1995 topographic map, itlappears to be clearly outside of the flood plain. Corrected mapping is included in appendices to this report. If you have any technical questions on this report, please contact Halff Associates, Inc., the City of Coppell's technical consultant for this project, at 214-739-0094. Administrative questions should be directed to Mr. Kenneth M. Griffin, P.E., Director of Public Works and Assistant City Manager for the City of Coppell at 214-304-3679. Thank you for your consideration of this request. Yours very truly, ItALFF ASSOCIATES, INC. CC: Walter E. Ski~. Vice-President Mr. Jack Quarles, FEMA Region VI Mr. Kenneth M. Griffin, P.E., Director of Public Works and Assistant City Manager Enclosures DALLAS · FORT WORTH * HOUSTON · ARLINGTON ° McALLEN * CHICAGO TRANSPORTATION ° WATER RESOURCES · LAND DEVELOPMENT · MUNICIPAL ° ENVIRONMENTAL · STRUCTURAL MECHANICAL ° ELECTRICAL ° SURVEYING ° GEOGRAPHIC INFORMATION SYSTEMS ARCHITECTURE · LANDSCAPE ARCHITECTURE ° PLANNING Halff Associates ENGINEERS ° ARCHITECTS · SCIENTISTS PLANNERS ° SURVEYORS 8616 NORTHWEST PLAZA DRIVE DALLAS, TEXAS 75225 (214) 739-0094 FAX (214) 739-0095 August 19, 1996 AVO 15254 Federal Emergency Management Agency 1725 I. Street lq. Washington, DC 20472 Atm.: Mr. Alan Johnson, Re: Request for a Conditional Letter of Map Revision on Denton Creek in the City of Coppell, Texas. Andrew Brown Park West Dear Mr. Johnson: Enclosed you will fred a technical report on proposed park improvements for a site along Denton Creek, a Tributary of the Elm Fork of the Trinity River. This report, submitted by Halff Associates, Inc. on behalf of the City of Coppell, contains the technical data required for issuance of a Conditional Letter of Map Revision. Hard copies of the HEC-2 hydraulic models, a disk containing input data files, and flood plain and floodway mapping can be found in appendices A through J. Application and Certification forms are included in Section II. The base hydraulic models utilized for this study are as approved by FEMA for the City of Coppell FIS published on April 15, 1994. The digital form of the Duplicate Base FIS model was obtained through Mr. Anthony P. Appleby of the FEMA Project Library in January 1996. If you have any technical questions on this report, please contact Halff Associates, Inc., the City of Coppell's technical consultant for this project, at 214-739-0094. Administrative questions should be directed to Mr. Kenneth M. Griffin, P.E., Director of Public Works and Assistant City Manager for the City of Coppell at 214-304-3679. Thank you for your consideration of this request. Yours very truly, ItALFF ASSOCIATES, INC. Walter E. Skipwith, P.E. Vice-President Mr. Jack Quarles, FEMA Region VI Mr. Kenneth M. Griffin, P.E., Director of Public Works and Assistant City Manager Enclosures DALLAS · FORT WORTH ° HOUSTON ° ARLINGTON ° McALLEN · CHICAGO TRANSPORTATION · WATER RESOURCES · LAND DEVELOPMENT ° MUNICIPAL * ENVIRONMENTAL ° STRUCTURAL MECHANICAL · ELECTRICAL · SURVEYING · GEOGRAPHIC INFORMATION SYSTEMS ARCHITECTURE ° LANDSCAPE ARCHITECTURE ° PLANNING II. REQUEST FOR A CONDITIONAL LETTER OF MAP REVISION ANDREW BROWN PARK WEST TABLE OF CONTENTS INTRODUCTION 1. General. 2. Site Description 3. Purpose 4. Effective Models Duplication 5. Corrected Effective Models 6. Proposed Models 7. Floodway Determination 8. Hydraulic Results 9. Benchmarks 10. Map Revision DeForest Road Service Center APPLICATION/CERTIFICATION FORMS MT-2 Form 1 - Revision Requester And Community Official Form Attachment l-A, Proposed Encroachments Attachment I-B, Photographs MT-2 Form 2 - Certification By Registered Professional Engineer Form MT-2 Form 4 - Riverine Hydraulic Analysis Form Attachment 4-A, Tables MT-2 Form 5 - Riverine/Coastal Mapping Form - Andrew Brown Park West MT-2 Form 5 - Riverine/Coastal Mapping Form - DeForest Road Service Center APPENDICES Appendix A. Appendix B. Appendix C. Appendix D. Appendix E. Appendix F. Appendix G. Appendix H. Appendix I. Appendix J. Figures And Maps leis Duplicate Effective Multi-Profile HEC-2 Model (DCMODZ.Out) FIS Duplicate Effective Floodway HEC-2 Model (DCFLMODZ.Out) Corrected Effective Multi-Profile HEC-2 Model (RVEXDC3.Out) Corrected Effective Floodway HEC-2 Model (RVEXDCFL.Out) Revised (Proposed) Multi-Profile HEC-2 Model (PROPDC6.Ou0 Revised (Proposed) Floodway HEC-2 Model (PROPDCFL.Out) Soils Information DeForest Road Service Center Effective HEC-2 Model (920630PR. Out) Digital HEC-2 Input Data Files on Disk I-1 I-1 I-1 I-2 I-2 I-2 I-2 I-2 I-3 I-3 IL1 II-5 II-6 II-11 II-12 II-19 II-23 II-26 REQUEST FOR A CONDmONAL LETTER OF MAP REVISION ANDREW BROWN P~K WEST LIST OF FIGURES AND MAPS IN APPENDIX A Figure 1 Figure 2 Figure 3 Figure 4 Figure 5 Figure 6 Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Figure 12 Figure 13 Location Map Revised FEMA FIRM Map - Andrew Brown Park West Effective Conditions Cross Sections 3A Section 32725 3B Section 33145 3C Section 33470 Revised Cross Sections: Corrected Effective 4A Section 32725 4B Section 33145 4C Section 33470 Revised Cross Sections: Proposed Conditions 5A Section 32725 5B Section 33145 5C Section 33470 Existing Conditions Site Plan (1"=200') - Andrew Brown Park West Proposed Conditions Site Plan (1"=100') - Andrew Brown Park West Proposed Condition Profile - Andrew Brown Park West Flood Plain And Floodway Delineations - Color Exhibit - Andrew Brown Park West Existing Conditions Site Plan (1"=100') - DeForest Road Service Center Flood Plain And Floodway Delineations - Color Exhibit - DeForest Road Service Center Revised FEMA FIRM Map - DeForest Road Service Center FEMA FIRM Map per LOMR by Others - DeForest Road Service Center LIST OF TABLES Table 1 Table 2 Table 3 Table 4 Water Surface Elevation Check Table - FIS 100-Year Discharges Manning's N-Value Changes Comparison Of Water Surface Elevations - FIS 100-Year Discharges Flow Velocity Comparison Table - FIS 100-Year Discharges II-17 H-20 H-21 Ib22 Imm I. Introduction REQUEST FOR A CONDITIONAL LETTER OF MAP REVISION ANDREW BROWN PARK WEST Imm 1. General. This study was undertaken to provide the necessary technical data for issuance of a Camatitional Letter of Map Revision (CLOMR) for a site along Denton Creek, a tributary of the Ell Fork of ~ Trinity River, in the City of Coppell, Dallas County, Texas. The required forms for this "Request for a Coma:lifional Letter of Map Revision" are included in Section II of this report. 2. Site description. Denton Creek is a tributary to the Ell Fork of the Trinity River which drains generaff,my in an easterly direction within the City of Coppell and eventually flows to its confluence with the ~ Fork approximately 27,000 feet downstream (east) of the site. The site is located on the west side of Andrew Brown Jr. Park and is part of a network ,_mr parks, hike and bike trails and green belts, some existing and some proposed, within th~' City of Coppeell. It is located on the south bank of Denton Creek directly West of Denton Tap Road and u~ of the confluence of Cottonwood Creek and Denton Creek. As can be seen on the photographs included in Attachment 1-B of this report, the banks m/5Denton Creek are covered with brush and trees in this area. The park on the fight overbank is well-mamntained with short grass and sparse landscaping. Downstream of the site, at the Denton Tap Road Bride. floods have eroded the unprotected channel banks. At the park itself, flow velocities are well below tim ,_-erosive range and the channel banks are generally in good condition. A residential subdivision is being built directly upsUeam of the site and is not yet reflecn~?~5 on the topographic mapping. Those improvements are included in the hydraulic models and were apprcoved by FEMA in a LOMR dated January 25, 1995. Photographs on pages II-8 through II-10 illustrate the ~--~xisting site along Denton Creek. 3. Purpose. Halff Associates, Inc. was retained by the City of Coppell to model proposed enhancememas on the west side of the existing Andrew Brown Park. The improvements consist of placing fill for -za future swimming pool site, minor grading at two locations, relocating two existing soccer fields and re~mi.qhing the existing dirt parking lot directly upstream of Denton Tap Road with asphalt. The swimming pcool site is shown on the proposed site plan (Figure 7) as a hatched area along Denton Creek. Grading is r~wmired to add two small soccer fields and a baseball field near the center of the park. More grading will rn,~e place south of the proposed ball fields to construct a playground and some paths to a concession stand ,,~,,rl to the parking lot. On the south side of the park, two existing soccer fields will be rotated to better _~ace the spectators, a change that will be accomplished without any grading. The site is currently located within the FIS effective 100-year flood plain and partially in the effective floodway for Denton Creek. The improvements do not affect the hydraulics of Cottonwood Creek as no grading takes place within the FIS regulatory flood plain for that stream. 4. Effective Models Duplicatior~ The effective HEC-2 hydraulic models were obtained through Mr. Anthony P. Appleby of the FEMA Project Library in January 1996. We were provided with hard copies of the output of both the multi-profile model for natural conditions and the encroached floodway model of Denton Creek, digital versions of the same models, and a copy of the most recent LOMR for our reach (Flood Plain Reclamation for Cottonwood Branch and Denton Creek, by Dowdey, Anderson & Associates, Inc., approved January 25, 1995 - Case number 94-06-307P). It is this version of the Flood Insurance Rate Map that was revised to reflect the proposed changes addressed in this CLOMR (please refer to Figure 2). Computed water surface elevations (WSEL's) duplicate exactly the FIS data as provided by the FEMA Project Library. It should be noted that the two effective models provided by FEMA (the multi-profile and the floodway models) differ at four cross sections. Those discrepancies result in different water surface elevations for the natural (uneneroached) condition 100-year probability flood at four (non-consecutive) cross sections upstream of the proposed improvements. The values shown in table 1, the water surface elevation check table included with the MT-2 Riverine Hydraulic Analysis Form;-are those found in the multiple profile model. Sections Multi-profile model DCMODZ.hc2 100-year wsel Floodway model DCFLMODZ.hc2 100-year wsel 34850 462.56 462.54 38200 466.71 466.70 39440 466.72 466.71 39540 467.06 467.05 5. Corrected Effective Models. The FIS effective models were revised from cross section 32725 to cross section 33470 to incorporate new aerial topography for the vicinity. This topography was prepared in 1995 by Dallas Aerial Surveys. Manning's n-values stations were adjusted to fit the new ground stations on the OR cards. At cross section 33470, the Manning's n-value was increased from 0.055 to 0.100 on the fight overbank to balance flows throughout the park (Please refer to Table 2, Manning's N-values changes, page II-20 of this report). 6. Proposed Models. The Corrected Effective hydraulic models were further modified for the proposed improvements described in section 3 above at cross sections 32725 and 33145 only. Public notification of this project will be submitted upon completion of construction as part of the submittal for a final Letter of Map Revision. 7. Floodway Determination. The current effective FEMA FIRM includes a floodway delineation for Denton Creek along hall of its reach within the City of Coppell. The floodway was modified at cross sections 32725 through 342660 to exclude those areas removed from the effective lO0-year flood plain in the corrected effective anafi the proposed models. Water surface elevations for the encroached floodway conditions are shown on Table 1, gWr'ater Surface Elevation Check page II-17. 8. Hydraulic Results. The proposed design removes 6.25 acres from the corrected effective 100-year flood plaiax. A negligible water surface elevation rise of 0.01 foot occurs at cross sections 33470 through 34950. This project is sponsored by the City of Coppell which has reviewed this modeling and approved the x~eater surface elevation increase. Flow velocities in the Denton Creek channel have slightly increased by 0.28 fps within the pm'oject reach (at cross section 33145) to reach a maximum of 4.49 fps (at cross section 3725). Velocities inn this range generally do not cause erosion problems and are appropriate for an earthen channel. 9. Benchmarks. The Halff Associates, Inc. March 1996 field survey attempted to tie the FIS elevation refenrence mark RM. 196 described on the FIRM as "Rbl[. 196, elevation 467.22, chiseled square on top off,wheel guard at southwest corner of bridge of Denton Tap Road over Cottonwood Branch OVGVD 1929)"". A wheel guard could not be found at that location but a chiseled square cut mark was found nearby on time SW comer of the Denton Tap Road bridge over Cottonwood Branch (outside edge of concrete mil), approximately 400 feet north of Parkway Boulevard. That mark was tied at elevation 466.93. The same survey tied the FIS elevation reference mark RM. 197 described on the FIRM as .... R~. 197, elevation 483.50, chiseled square on top of wing wall SE corner of bridge on Sandy Lake Road over Cottonwood Branch (NGVD 1929)" at elevation 483.80. The Halff Associates, Inc. survey used the highly accurate global positioning system (GPS) lin its determination of the benchmarks' elevation. GPS observations were constrained horizontally to the: High Accuracy Regional Reference Point in Arlington, Texas. The OPS network was adjusted vertically · xo the US Coast and Oeodetie Benchmark 7Y-1924-R35 (3rd order) at the Elm Fork dam on Sandy Lake :-Road (elevation 438.531, NGVD29). 10. Map revision DeForest Road Service Center. A review of City facilities in the Denton Creek area determined that a map correction:, was necessary at a site 9000 feet downstream of the proposed Andrew Brown Park West improvements. That site, located at the City of Coppell's Service Center on DeForest Road, downstream of Mc,~_~thur Boulevard, is currently shown to be within the FEMA regulatory flood plain. It has been assigneed the I-3 zone AE descriptor reserved for areas inundated by the 100-year flood for which base flood elevations have been determined. When plotted against the 1995 Dallas Aerial Surveys Topographic map, the City of Coppell property appears to be well above the FIRM base flood elevation of 453 (See Figure 10, Appendix A). A field survey performed by Halff Associates, Inc. in March 1996 tied the Service Center maintenance building finished floor at elevation 454.9, and the nearby storage building finished floor at 455.2. The revised flood plain delineation is based on the FIS effective hydraulic model provided to Halff Associates, Inc. by the FEMA Project Library in January 1996. A copy of the output of the effective model is included in Appendix I of this report. A revised FIRM map is included in Appendix A (Figure 12), along with a "user-fiiendly' color exhibit of the various delineations (Figure 11) and a copy of the revised effective FIRM map as it is included in a LOMR to Dowdey, Anderson & Associates, Inc., dated March 29, 1995 (Figure 13, case number 95-06-019P). The panel to be revised is the same as the one for Andrew Brown Park West. II. Application/Certification Forms FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. Burden No. 3067-0148 FEMA USE ONLY REVISION REQUESTOR AND COMMUNITY OFFICIAL FORM Expires July 31, 1997 Public reporting burden for this form is estimated to average 2.13 hours per response. The burden estimate includes the time for reviewing instruction, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden, to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington, DC 20472; and to the Office of Management and Budget, Paperwork Reduction Project (3067- 0148), Washington, DC 20503. 1. OVERVIEW The basis for this revision request is (are): (check all that apply) [] Physical change [] Existing [] Proposed [] Improved methodologY r~ Improved data [] Floodway revision [~ Other Explain 2. Flooding Source: Denton Creek 3. Project Name/Identifier: Andrew Brown Park West 4. FEMA zone designations affected: AE (example: A,AH,AO,A1 -A30,A99,AE,V,V l-V30,VE,B,C,D,X) 5. The NFIP map panel(s) affected for all impacted communities is (are): Community No. Community Map Panel Effective Name County State No~ No. Date 480170 Cot~pell. CRv Dallas and Denton TX 480170 0010 E 04/15/94 The area of revision encompasses the following types of flooding, structures, and associated disciplines: (check all that appb,) Types of Flooding Structures Disciplines* [] Riverine [] Channelization [] Water Resources [] Coastal [] Levee/Floodwall [] HydrologY [] Alluvial Fan [] Bridge/Culvert [] Hydraulics [] Shallow Flooding (e.g. Zones AO andAH) [] Dam [] Sediment Transport ra Lakes [] Coastal [] Interior Drainage Affected by [] Fill [] Structural wind/wave action [] Pump Station [] Geotechnical [] Yes ra None [] Land Surveying c~ No [] Channel Relocation [] Other (describe) cl Other (describe) [] Excavation [] Other (describe) * Attach completed *'Certification by Registered Professional and/or Land Surveyor** Form for each discipline checked. (Form 2) 2. FLOODWAY INFORMATION 7. Docs thc affected flooding source have a floodway designated on thc effective FIRM or FBFM? [] Yes [] No 8. Does the revised floodway delineation differ from that shown on thc effective FIRM or FBFM? [] Yes o No If yes, give reason: The floodwaF has been revised to reflect the proposed park Improvements FEMA Form 81-89, OCT 94 Revision Requestor and Community Official Form MT-2 Form 1 Page 1 of 4 Attach copy of either a public notice distributed by the community stating the community's intent to revise the floodway or a statement by the community that it has notified all affected property owners and affected adjacent jurisdictions. N/A - Conditional LOMR requested- A public notice will be distributed at a later date. 9. Does the State have jurisdiction over the floodway or it's adoption by communities participating in the NFIP?. [] Yes [] No If yes, attach a copy of a letter notifying the appropriate State agency of the floodway revision and documentation of the approval of the revised floodway by the appropriate State agency. 3. PROPOSED ENCROACHMENTS 10. With floodways: IA. Does the revision request involve fill, new construction, substantial improvement, or other development in the floodway? [] Yes [] No The City of Coppell has reviewed and accepted this modeling and proposed project and supports this revision request- - See Attachment l-A, page 11-5. lB. If yes, does the development cause the 100-year water surface elevation increase at any location by more than 0.000 feet? [] Yes [] No 11. Without floodways: 2A. Does the revision request involve fill, new construction, substantial improvement, or other development in the 100-year flood plain? [] Yes [] No 2B. If yes, does the cumulative effect of all development that has occurred since the effective SFHA was originally identified cause the 100-year water surface elevation increase at any location by more than one foot (or other surcharge limit if community or state has adopted more stringent criteria)? [] Yes [] No If answer to either Items lB or 2B is yes, please provide documentation that all requirements of Section 65.12 of the NFIP regulations have been met. regarding evaluation of alternatives, notice to individual legal property owners, concurrence of CEO, and certification ~at no insurable structures ar~ impacted. See Attachmont 1-A, page ll-$. 4. REVISION REQUESTOR ACKNOWLEDGMENT I 12. Having read NFIP Regulations, 44 CFR Ch. I, parts59, 60, 61, and 72, I believe that the proposed revision [] is [] is not in compliance with requirements of the aforementioned NFIP Regulations. $. COMMUNITY OFFICIAL ACKNOWLEDGMENT 13. Was the revision request reviewed by the community for compliance with the community's adopted floodplain management ordinances? [] Yes [] No 14. Does this revision request have the endorsement of the community? [] Yes [] No If no to either of thc above questions, please explain: Please note that community acknowledgment and/or notification is required for all requests as outlined in Section 65.4 (b) of the NFIP Regulations. 6. OPERATION AND MAINTENANCE 15. Does the physical change involve a flood control structure (e.g., levees, floodwalls, channelization, basins, dams)? [] Yes ~ No If yes, please provide the following information for each of the new flood control structures: N/A A. Inspection of the flood control project will be conducted periodically by (entity) with a maximum interval of months between inspections. B. Based on the results of scheduled periodic inspections, appropriate maintenance of the flood control facilities will be conducted by __ (entity) to ensure the integrity and degree of flood protection of the structure. A formal plan of operation, including documentation of the flood warning system, specific actions and assignments of responsibility by individual name or title, and provisions for testing the plan at intervals not less than one year, [] has [] has not been prepared for the flood control structure. FEMA Form 81-89, OCT 94 Revision Requestor and Community Official Form II-2 MT-2 Form I Page 2 - o The community is willing to assume responsibility for [] performing [] overseeing compliance with the maintenance and operation plans of the (Name) flood control structure. If not performed promptly by an owner other than the community, the community will provide the necessary services without cost to the Federal government. Attach operation and maintenance plans NZ4 7. REQUESTED RESPONSE FROM FEMA 16. After examining the pertinent NFIP regulations and reviewing the document entitled "Appeals, Revisions, and Amendments to Flood Insurance Maps: A Guide for Community Officials," dated January 1990, this request is for a: X~a. CLOIvlR __b. LOMR ~c. PMR ~d. Other: 8. FORMS INCLUDED A letter from FEMA commenting on whcther a proposed project, if built as proposed, would justify a map revision (LOMR or PMR), or proposed hydrology changes (see 44 CFR Ch. I., Parts 60, 6.5 and 72). A letter from FEMA officially revising the current NFIP map to show changes to flood plains, floodways, or flood elevations. LOMR's typically depict decreased flood hazards. (See 44 CFR Ch. I, Parts 60 and 65). A reprinted NFIP map incorporating changes to flood plains, floodways, or flood elevations. Because of the time and cost involved to change, reprint, and redistribute an NFIP map, a PMR is usually processed when a revision reflects increased flood hazards or large-scope changes. (See 44 CFR Ch. I, Parts 60 and 65). Describe 17. Form 2 entitled, "Certification By Registered Professional Engineer And/Or Land Surveyor" must be submitted. The following forms should be included with this request if (check the included forms): · Hydrologic analysis for riverine flooding differs from that used to develop FIRM [] Hydrologic Analysis Form (Form 3) Hydraulic analysis for riverine flooding differs from that used to develop FIRM [] Riverine Hydraulic Analysis Form (Form 4) This request is based solely on updated topographic information or a revised floodplain or floodway delineation is requested [] Riverine/Coastal Mapping Form (Form 5) · The request involves any type of channel modification Channelization Form (Form 6) · The request involves new bridge or culvert or revised analysis of an existing bridge or culvert [] Bridge/Culvert Form (Form 7) · The request involves n new or revised ievee/floodwall system Levee/Floodwall System Analysis Form(Form 8) The request involves analysis of coastal flooding [] Coastal Analysis Form (Form 9) The request involves coastal structures credited as providing protection from the 100-year flood [] Coastal Structures (Form 10) · The request involves an existing, proposed, or modified dam [] Dam Form (Form 11) This request involves structures credited as providing protection from the 100-year flood on an alluvial fan Alluvial Fan Flooding Form FEMA Form 81-89, OCT 94 Revision Requestor and Community Official Form II-3 MT-2 Form 1 Page 3 of, 9. INITIAL REVIEW FEE 18. Thc minimum initial review fee for the appropriate request category has been included, m Yes rn No Initial fcc amount $ 640. O0 Review of revised hydraulics for improvements on the right overS~tmk only. Check or money order only. Make check or money order payable to: National Flood Insurance Program. If paying b~2y Visa or MastetnTu~rd please refer to the credit card information form which follows this form. or 19. This request is for a project that is for public benefit and is primarily intended for flood loss reduction to insurable struemmm in identifiext ~ hazard areas which were in existence prior to thc commencement of construction of thc flood control project. o Ycs m No 20. or This request is to correct map errors, to include the effects of natural changes within the areas of special flood hazards, or solely to provic~rmore detailed data. c~Yes nNo Note: I understand that my signature indicates that all information submi~ln support of this request is correct. Signa~r~ of Revi' 'o~eq~ster Kenneth M. GriITin, P.E.~ Director of Public works Printed Name and Title of Revision Requester City of Coppell Company Name Telephone No. Date Note: Signature indicates that the community umderstands, from utae revision requester, the~pacts of the revision om flooding condltmons in the community. Sign 'ofCom Kenneth M. Gri[fi~ P.F..t Director of Public Printed Name and Title of Community Official City of Coppell Community Name Date Does this request impact any other communities? [] Yes n No If yes, attach letters from all affected jurisdictions acknowledging revision request and approving changes to floodway, if applicable. Note: Although a photograph of physical changes is not required, it may be helpful for FEMA's review. See attachment I-B, page II-6. FEMA Form 81-89, OCT 94 Revision Requestor and Community Official Form II-/+ lVUf-2 Form 1 ?'age 4 of REQUEST FOR A CONDITIONAL LETTER OF MAP REVISION ANDREW BROWN PARK WEST ATTACHMENT 1-A PROPOSED ENCROACHMENTS Other plans were considered that studied such altematives as making the whole park ineffective for hydraulic purposes, different shapes and sizes for the reclamation area, and various excavation schemes upstream of the project area. Those alternatives resulted in either the same water surface elevation rise or greater rises. The City of Coppell, on behalf of whom this study was prepared, reviewed the two best modeling alternatives and accepted the plan submitted in the present report. The public will be notified of the flood plain revisions through a public notice to be published at a later date. There are no privately owned insurable structures within the lO0-year flood plain impacted by this project. The City of Coppell owns the concession stand, the only building situated in the park. II-5 REQUEST FOR A CONDITIONAL LETTER OF MAP REVISION ANDREW BROWN PARK WEST A~rACHMENT 1-B PHOTOGRAPHS Photographs on pages II-8 through II-10 illustrate existing conditions at Andrew Brown Park West. II-6 452.4 455,8 459.5 W/5 456.2 459.7 x 461.8 46Z.9 x 461.6 451.4 704~000 461.3 x459.4 x 46t.6 460. x 459.4 x 461.4 460.? 465.4 469.Y x 465.8 461.3 x 461.6 x 459.7 x 468.9 463.7 463.6 x 300 450 SCALE PHOTOGRAPHS MAP ANDREW BROWN PARK WEST CITY OF COPPH. L HalffAssociates PHOTOGRAPH #1 Denton Creek channel upstream of Denton Tap Road, looking upstream PHOTOGRAPH #2 Denton Tap Road bridge over Denton Creek, looking upstream II-8 PHOTOGRAPH #3 Andrew Brown Park West, looking North-West PHOTOGRAPH #4 Andrew Brown Park West, looking North-East II-9 PHOTOGRAPH #5 Andrew Brown Park West, looking North-West PHOTOGRAPH #6 Denton Tap Road bridge over Denton Creek, looking downstream II-lO FEDERAL EMERGENCY MANAGEMENT AGENCY CERTIFICATION BY REGISTERED PROFESSIONAL ENGINEER AND/OR LAND SURVEYOR FORM O.M.B. Burden No. 3067- 0148 Expires July 31, 1997 F~"MA USE ONLY Public reporting burden for this form is estimated to average .23 hour per response. The burden estimate includes the tiime for reviewing instruction, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing tthe form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden, to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington, DC 20472; and to the Offic, of Management and Budget, Paperwork Reduction Project (3067-0148), Washington, DC 20503. 4. 5. 6. This certification is in accordance with 44 CFR Ch. I, Section 65.2. I am licensed with an expertise in Civil Engineering OFater Resources) [example: water resources (hydrology, hydraulics, sediment transport, interior drainage)* structural, geotechnicatl, land surveying.] I have 21 years experience in the expertise listed above. I have [] prepared [] reviewed the attached supporting data and analyses related to my expertise. I [] have [] have not visited and physically viewed the project. N/A This application is for a CLOMR (proposed project). I have visited the project area. In my oPinion, the following analyses and/or design, is/are being certified: HFdraulic analysis for Andrew Brown Park West Based upon the following review, the modifications in place have been constructed in general accordance with plains and specifications. N/A This application is for a CLOMR (proposed project) Basis for above statement: (check all that apply) a. rn Viewed all phases of actual construction. b. [] Compared plans and specifications with as-built survey information. c. [] Examined plans and specifications and compared with completed projects. d. [] Other 8. All information submitted in support of this request is correct to the best of my knowledge. I understand that any ffalse statement may be punishable by frae or imprisonment under Title 18 of the United States Code, Section 1001. Nanle: Title: Registration No. Waiter E. SMpwith, P.E. (please print or type) J/ice President and Project Manager (please print or type) 48752 Expiration Date: 12/31/96 State Texas Type of License Professional Engineer Date Seal (Optional) * Specify Subdiscipline N/A Note: Insert not applicable (N/A) when statement does not apply. FEMA Form 81-89A, OCT 94 Certification by Registered Professional Engineer and/or Land Surveyor Form II-11 MT-2 Form FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. Burden No. 3067-0148 FEMA USE ONLY RIVERINE HYDRAULIC ANALYSIS FORM Expires July 31, 1997 Public reporting burden for this form is estimated to average 2.25 hours per response. The burden estimate includes the time for reviewing ins~uctions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden, to: Information Collections Management, Federal Emergency Management Agency, 500 C Sa'eet, S.W., Washington, DC 20472; and to the Office of Management and Budget, Paperwork Reduction Project (3067-0148), Washington, DC 20503. I Community Name: Ci~_ o_f Coppell. Texas Flooding Source: Denton Creek (One form for each flooding source) Project Name/Identifier: Andrew Brown Park West 1. REACH TO BE REVISED Downstream limit Upstream limit Seat_ion 32725 (SOO_feet upstream of Denton Tap Road) Section 33470 t~12$O_feet upstream of Denton Tap Roa~ 2. EFFECTIVE FIS [] Not studied Studied by approximate methods Downstream limit of study Upstream limit of study Studied by detailed methods Downstream limit of study Upstream limit of study Floodway delineated Downstream limit of floodway Upstream limit of floodway at its confluence with the Elm Fork o_f the Trinity. River Section up. stream SH 121 (Corn_orate Limit~) at its confluence with the Elm Fork o_f the Trini(v_ River Section upstream SH 121 (Corn. orate Limit) 3. HYDRAULIC ANALYSIS Why is the hydraulic analysis different from that used to develop the FIRM. (Check all that apply) [] Not studied in FIS [] Improved hydrologic data/analysis. Explain: Improved hydraulic analysis. Explain: Cross sections 32725 through 33470 were revlsed for imp_roved to_vo?aph_v. Cross sections 32725 and 33145 were revised to reflect the pro_nosed pro]ect. [] Flood control structure. Explain: [] Other. Explain: Riverine Hydraulic Analysis Form 11-12 MT-2 Form 4 Page 1 of 6 3. RIVERINE HYDRAULIC ANALYSIS FORM Models Submitted For areas which have detailed flooding: Full input and output listings along with files on diskette (if available) for each of the models listed below (items 1, 2, 3. L 4, and 5) and summary of the source of input parameters used in the models must be provided. The summary must include a complete deaacription of any changes made fxom model to model (e.g. duplicate effective model to corrected effective model). At a minimum, the Dugniicate Effective (item 1) and the Revised or Post-Project Conditions (item 4) models must be submitted. See instructions for directions on where other models may be required. See I. Introduction, page 1-2 For areas which do not have detailed flooding: Only the 100-year flood profile is required. A hydraulic model is not required for areas which do not have detailed flooding; l~aowever, BFE's may not be added to the revised FIRM. If a hydraulic model is developed for the area, items 3 and 4 described below must be smbmitted. If hydraulic models are not developed, hydraulic analyses for existing or pre-project conditions and revised or post-project comatitions must be submitted. All calculations must be submitted for these analyses. (See item 6 below) 1. Duplicate Effective Model Copies of the hydraulic analysis used in the effective FIS, referred to as the effective models (10-, 50-, 100- , and 500-year multi-profile runs and the floodway run) must be obtained and then reproduced on the requester's equipment to produce the duplicate effective model. This is required to assure that the effective model input data has been transferred correctly to the requester's equipment and to assure that the revised .- data will be integrated into the effective data to provide a continuous FIS model upstream and downstream of the revised reach. Natural Floodway [] [] DCMODZ 39CFLMODZ 2. Corrected Effective Model The corrected effective model is the model that corrects any errors that occur in the ~ model, adds any additional cross sections to the duplicate effective model, or incorporates more detailed topographic information than that used in the currently effective model. ~The corrected effective model must not reflect any man-made physical changes since the date of the effective model. An error could be a technical error in the modeling procedures, or any construction in the flood plain that occurred prior to the date of the effective model but was not incorporated into the effective model. Natural Floodway [] [] R VEXDC3 R FF_.XDCFL 3. Existing or Pre-Project Conditions Model The duplicate effective or corrected effective model is modified to produce the existing or pre-project Natural conditions model to reflect any modifications that have occurred within the flood plain since the date of the [] effective model but prior to the cons~'uction of the project for which the revision is being requested. If no N/A modification has occurred since the date of the effective model, then this model would be identical to the corrected effective or duplicate effective model. Floodway [] N/A 4. Revised or Post-Project Conditions Model Natural The existing or pre-project conditions model (or duplicate effective or corrected effective model, as appropriate) is revised to reflect revised or post-project conditions. This model must incorporate any [] PROPDC6 physical changes to the floodplain since the effective model was produced as well as the affects of the project. When the request is for proposed project this model should reflect proposed conditions. Floodway [] PROPDCFL 5. Other: Please attach a sheet describing all other models submitted. 6. Hydraulic Analyses (Only if Hydraulic Models are not developed) Please attach all calculations for the existing or pre-project conditions and the revised or post-project conditions. Proceed to Form 5, "Riverine/Coastal Mapping Form". Natural N/A Floodway [] N/A Riverine Hydraulic Analysis Form 11-13 MT-2 Form~ 4 Page 2 of 4. MODEL PARAMETERS (from model used to revise l O0-year water surface elevation) Discharges: Section 33470 Upstream Limit Section 32 725 Downstream Limit 1 O-year 9400 cfs 9400 cfs 50-year 13200 c_£s 13200 c_£s 100-year 14900 cfs 14900 cfs 500-year 36200 cfs 36200 c_£s Attach diagram showing changes in 100-year discharge N/A Discharges were not modified Explain how the starting water surface elevations were determined Starting water surface elevations were not modi_fied from those used i~t the FIS e_ff¢ctive modeL Give range of friction loss coefficients (Manning's 'W'~) Channel Overbanks ,040-,060 ,040-,100 If friction loss coefficients are different anywhere along the revised reach from those used to develop the FIRM, give location, value used in the effective FIS, and revised values and an explanation as to how the revised values were determined. See Table 2, Attachment 4-A, page 11-20 ~ FIS Revised Explain: Describe how the cross section geometry data were determined (e.g., fieM survey, topographic map, taken from previous study) and list cross sections that were added. The cross section geometry_ for revised existing conditions was taken from the Ci_tv of Coppell topo~_raphic map within the pro_iect reach. For proposed conditions, the cross section geometry_ was based on a grading plan by others, as shown on Figure 7. Proposed Conditions Site Plan. No cross section was adde~ 5. Were natural channel banks selected as the location of the left and right channel banks in the model? [] Yes [] No If no, explain why not: Riverine Hydraulic Analysis Form II-14 MT-2 Form 4 Page 3 of 6 4. MODEL PARAMETERS (Cont'd) Explain how reach lengths for channel and overbanks were determined: Reach lengths were not modified_from the ones used in the e_f_fective modeL 5. RESULTS (from model used to revise lO0-year water surface elevations) 1. Do the results indicate: a. Water surface elevations higher than end points of cross sections? b. Supereritieal depth? e. Critical depth? d. Other unique situations? [] Yes [] No [] Yes [] No [] Yes [] No [] Yes [] No If yes to any of the above, attach an explanation that discusses the situation and how it is present_ed on the profilers, tables and maps. What is the maximum change in energy gradient between cross-sections? Specify location Within revised reach What is the distance between the cross-sections in 2 above? What is the maximum distance between cross-sections? Specify location Within revised reach Floodway determination a. What is the maximum surcharge allowed by the community or State? b. What is the maximum surcharge for the revised conditions7 Specify location ¢. What is the maximum velocity? Floodway model- VCH Specify location Section 32305 to Section 327225 42o_ft Section 32725 to Section ~$14f5 1,0 34260 foot $.22 fps 32725 d. Are there any negative surcharge values at any cross-section [] Yes [] No If yes, the floodway may need to be widened. If it is not widened, please explain and indicate the maximum neg~ative surcharge. Explain:. Riverine Hydraulic Analysis Form II-15 MT-2 Form 4 Page 4 of l RESULTS (Cont'd) Is the discharge value used to determine the floodway anywhere different from that used to determine the natural 100- year flood elevations? [] Yes [] No If yes, explain: 7. Do 100-year water surface elevations increase at any location? [] Yes [] No If yes, please attach a list of the locations where the increases occur, state whether or not the increases are located on the requester's property, and provide an explanation of the reason for the increases. (For example: State if the increase is due to fill placed within the floodway fringe or placed within the currently adopted floodway limits) The increase is du_e to flll placed in the floodway fringe at cross sections 32725 and 33145. A rise of O. O1 foot occurs at cross sections 33470 through 34950. See attachment 1-A page 11-$. and Hydr_n__u_!ic Results. page 1-3. Please attach a completed comparison table entitled: Water Surface Elevation Check (See page 6) Also see Attachment 4-A, Tables, page 11-19 6. REVISED FIRM/FBFM AND FLOOD PROFILES A. The revised water surface elevations tie into those computed by the effective FIS Model (10-, 50-, 100-, and 500-year), downstream of the project at cross-section 32305 within 0.0 feet (vertical) and upstream of the project at cross section 36970 within 0,0 feet(vertical). B. The revised floodway elevations tie into those computed by the effective FIS model, downstream of the project at cross section 32305 within 0.0 feet (vertical) and upstream of the project at cross section 48000 within 0.0 feet (vertical). C. Attach profiles, at the same vertical and horizontal scale as the profiles in the effective FIS report, showing stream bed and profiles of all floods studied (without encroachment). Also, label all cross sections, road crossings (including low chord and top-of-road data), culverts, tributaries, corporate limits, and study limits. If channel distance has changed, the stationing should be revised for all profile sheets. See Figure 8, Appendix A. D. Attach a Floodway Data Table showing data for each cross section listed in the published Floodway Data Table in the FIS report. See Appendix G, Proposed Conditions Floodway HEC-2 ModeL Proceed to Riverine/Coastal Mapping Form. Riverine Hydraulic Analysis Form II-16 MT-2 Form 4 Page 5 of { Table 1 FEDERAL EMERGENCY MANAGEMENT AGENCY WATER SURFACE ELEVATION CHECK Community Name IFIooding Source IProject Name/Identifier City of Coppell ~Denton Creek ~Andrew Brown Park West EFFECTIVE DUPLICATE EFFECTIVE CORREu i t:u P.~-~-,-CTIVE EXlSTINGiPRE-PROJECT REVlSEDIPROJEC¥ DCMODZ DCFLMODZ DCMODZ DCFLMODZ RVEXDC3 RVEXDCFL PROPDC6 PROPDCFL SECNO NCWSEL~ FCWSEL2 SURC.= NCWSEL~ FCWSEL2 SURC? NCWSEL~ FCWSEL2 SURC? NCWSEL~ FCWSEL2 SURC? NCWSEL~ FCWSEL2 SURC? 30027 456.38 456.74 0.36 456.38 456.74 0.36 456.38 456.74 0.36 456.38 456.74 0.36 30384 456.74 457.07 0.33 456.74 457.07 0.33 456.74 457.07 0.33 456.74 457.07 0.33 30604 457.42 457.6~; 0.27 457.42 457.69 0.27 457.42 457.69 0.27 457.42 457.69 0.27 30958 457.93 458.15 0.22 457.93 458.15 0.22 457.93 458.15 0.22 457.93 458.15 0.22 31335 457.83 458.09 0.26 457.83 458.09 0.26 457.83 458.09 0.26 457.83 458.09 0.26 32150 457.91 458.12 0.21 457.91 458.12 0.21 457.91 458.12 0.21 457.91 458.12 0.21 32200 457.71 457.93 0.22 457.71 457.93 0.22 457.71 457.93 0.22 457.71 457.93 0.22 32230 457.91 458.10 0.19 457.91 458.10 0.19 457.91 458.10 0.19 457.91 458.10 0.19 32250 460.31 460.36 0.05 460.31 460.36 0.05 460.31 460.36 0.05 460.31 460.36 0.05 32305 460.15! 460.17 0.02 460.15 460.17 0.02 460.15 460.17 0.02 460.15 460.17 0.02 32725 461.24 461.39 0.15 461.24 461.39 0.15 461.22 461.36 0.14 461.18 461.29 0.11 33145 461.44 461.63 0.1~; 461.44 461.63 0.19 461.54 461.69 0.15 461.50 461.77 0.27 33470 461.72 461.89 0.17 461.72 461.89 0.17 461.70 461.88 0.18 461.71 462.00 0.29 34260 462.54 462.54 0.3{~ 462.54 462.54 0.3~ 462.27 462.84 0.57 462.28 463.0~ 0.72 34850 462.56 463.02 0.4E 462.56 463.02 0.4~ 462.31 463.02 0.71 462.32 463.16 0.84 34950 463.65 463.85 0.20' 463.65 463.85 0.2{~ 463.41 463.85 0.44 463.42 463.98 0.5~ 36970 465.99 466.63 0.64 465.99 466.63 0.64 465.99 466.63 0.64 465.99 466.56 0.67 38200 466.71 467.39 0.68 466.71 467.3~; 0.68 466.70 467.39 0.69 466.70 467.41 0.71 39290 466.99 467.68 0.69 466.99 467.68 0.69 466.99 467.68 0.69 466.99 467.70 0.71 39440 466.72 467.37 0.65 466.72 467.37' 0.65 466.71 467.37 0.66 466.71 467.39 0.68 39490 467.15 467.82 0.67 467.15 467.82 0.67 467.15 467.82 0.67 467.15 467.84 0.69 39540 467.06 467.69 0.63 467.06 467.69 0.63 467.05 467.69 0.64 467.05 467.70 0.65 COMMENTS: There are discrepancies between the 100-yr natural run in the multiple profile model and the 100-yr natural run in the floodway model. Those differences occur in all models, from the effective to the corrected effective to the revised (proposed) models. 1-, 00-year (natural) Water Surface Elevation 2-Encroachment (floodway) Water Surface Elevation 3-Surcharge Value Include all cross sections in the models between tie-in points. Any interpolated values should be Indicated. II-17 MT-2 Form 4 Page 6 of 6 Sheet 1 of 2 Table 1- Continued FEDERAL EMERGENCY MANAGEMENT AGENCY WATER SURFACE ELEVATION CHECK Community Name IFIooding Source IProject Name/Identifier city of Coppe# IDe~to~ C~k IAndrew Brown Park w?~t EFFECTIVE DUPLICATE EFFECTIVE CORREC'FED EFFECTIVE EXISTING/PRE-PROJECT REVISEDIPROJECT DCMODZ DCFLMODZ DCMODZ DCFLMODZ RVEXDC3 RVEXDCFL PROPDC6 PROPDCFL SECNO NCWSEL~ FCWSEL= SURC.3 NCWSEL1 FCWSEL= SURC? NCWSEL~ FCWSEL= SURC? NCWSEL~ FCWSEL2 SURC? NCWSEL~ FCWSEL2 SURC? 40650 468.20 468.93 0.73 468.20 468.93 0.73 468.20 468.94 0.74 468.20 468.95 0.75 48000 470.6;} 471.52 0.83 470.69 471.52 0.83 470.69 471.52 0.83 470.69 471.52 0.83 51350 472.00 472.80 0.80 472.00 472.80 0.80 472.00 472.80 0.80 472.00 472.80 0.80 53350 472.57 473.41 0.84 472.57 473.41 0.84 472.57 473.41 0.84 472.57 473.41 0.84 55590 473.25 474.09 0.84 473.2~ 474.09 0.84 473.25 474.09 0.84 473.25 474.09 0.84 56940 474.50 475.37 0.87 474.50 475.37 0.87 474.50 475.37 0.87 474.50 475.37 0.87 COMMENTS: 1-100-year (natural) Water Surface Elevation 2-Encroachment (floodway) Water SurPace Elevation 3-Surcharge Value Include all cross sections in the models between tie-in points, Any interpolated values should be indicated. file: avo\15254~word6~omr-ab~.b14-abp.xl$ 19-Aug-96 11:01:17 Il-18 MT-2 Form 4 Page 6 of 6 Sheet 2 of 2 REQUEST FOR A CONDITIONAL LETTER OF MAP REVISION ANDREW BROWN PARK WEST ATTACHMENT 4-A TABLES II-19 Community Name City of Coppell Table 2 Mannin~ N-Value Chan~es IFIooding Source Denton Creek IProject Name/Identifier Andrew Brown Park ,West Section 32725 Effective Model NH 0.050 1273 0.055 Revised Existing Conditions Model: NH 0.050 1273 0.055 Proposed Conditions Model NH , 0.050 1273 0.055 1568 0.060 1940 0.045 2150 0.055 3840 0.050 ROB stations modified per topo 1568 0.060 1940 0.045 2119 0.055 3859 ROB value modified for proposed parking lot, station modified per revised data 1568 0.060 1940 0.045 2002 0.040 2750 0.055 3960 3859 Section 33145 Effective Model NH 0.050 1305.9 0.055 Revised Existing Conditions Model NH 0.050 1305.9 0.055 Proposed Conditions Model NH 0.050 1305.9 0.055 1420.6 0.060 1752 0.045 1960 0.055 3560 ROB stations modified per topo 1420.6 0.060 1752 0.045 1935 0.055 3560 1420.6 0.060 1752 0.045 1935 0.055 3560 Section 33470 Effective Model NH 0.055 1310 0.060 Revised Existing Conditions Model NH 0.055 1310 0.060 Proposed Conditions Model NH 0.055 1310 0.060 1360 0.045 1603 0.055 2537 ROB stations modifiedportopo; ROB value raisedtobalance Q's. 1360 0.045 1560 0.100 2537 1360 0.045 1560 0.100 2537 II-20 I I I I I Table 3 Comparison Table of 100-year Water Surface Elevations - Andrew Brown Park West FIS Duplicate FIS Duplicate Effective Revised EXiSting Conditions Proposed Conditions Location DCMODZ. hc2 DCMODZ.dat RVEXDC3.dat PROPDC6.dat Section WSEL Section WSEL Difference Section WSEL Difference Section WSEL Difference 30027 456.38 30027 4~6.38 0 30027 456.38 0 30027 456.38 0 30384 456.74 30384 456.74 0 30384 456.74 0 30384 456.74 0 30604 457.42 30604 457.42 0 30604 457.42 0 30604 457.42 0 30958 457,93 30958 457.93 0 30958 457.93 0 30958 457,93 0 31335 457.83 31335 457.83 0 31335 457.83 0 31335 457.83 0 32150 457.91 32150 457,91 0 32150 457.91 0 32150 457,91 0 Denton Tap Rd Bridge 32200 457.71 32200 457,71 0 32200 457.71 0 32200 457,71 0 Denton Tap Rd Bridge 32230 457.91 32230 457.91 0 32230 457.91 0 32230 457.91 0 32250 460.31 32250 460,31 0 32250 460.31 0 32250 460.31 0 U/S Denton Tap Road 32305 460.15 32305 460,15 0 32305 460.15 0 32305 460.15 0 32725 461.24 32725 461.24 0 32725 461,22 -0.02 32725 461.18 -0.04 33145 461.44 33145 461,44 0 33145 461.54 0.10 33145 461,50 -0.04 33470 461.72 33470 461.72 0 33470 461.70 -0.02 33470 461.71 0.01 34260 462.54 34260 462.54 0 34260 462.27 -0.27 34260 462.28 0.01 34850 462.56 34850 462.56 0 34850 462.31 -0.25 34850 462.32 0.01 34950 463.65 34950 463.65 0 34950 463.41 -0.24 34950 463.42 0.01 36970 465.99 36970 465.99 0 36970 465.99 0 36970 465.99 0 38200 466.71 38200 466.71 0 38200 466.70 -0.01 38200 466.70 0 39290 466.99 39290 466.99 0 39290 466.99 0 39290 466.99 0 39440 466.72 39440 466.72 0 39440 466.71 -0.01 39440 466.71 0 39490 467.15 39490 467.15 0 39490 467.15 0 39490 467.15 0 39540 467.06 39540 46~7.06 0 39540 467.05 -0.01 39540 467.05 0 40650 468.20 40650 468.20 0 40650 468.20 0 40650 468.20 0 48000 470.69 48000 470.69 0 48000 470.69 0 48000 470.69 0 51350 472.00 51350 472.00 0 51350 472.00 0 51350 472.00 0 53350 472.57 53350 472.57 0 53350 472.57 0 53350 472.57 0 55590 473.25 55590 473.25 0 55590 473.25 0 55590 473.25 0 56940 474.50 56940 474.50 0 56940 474.50 0 56940 474.50 0 File: iAavo\ 15254\word6~clomr~v-f~s-6.xls II-21 17:58:12 8/15/96 Table 4 ANDREW BROWN PARK WEST FLOW VELOCITY COMPARISON TABLE Community Name Flooding Source Project Name/Identifier City of Coppell Denton Creek Andrew Brown Park West DUPLICATE EFFECTIVE CORRECTED EFFECTIVE REVIZED (PROPOSED) DCMODZ.dat RVEXDC3.dat PROPDC6.dat SECNO CH-VELI00 dCH-VELI00 CH-VELI00 dCH-VELI00~ CH-VELI00 dCH-VELI00 Location 30027 4.50 4.50 0.00 4.50 0.0(} 30384 6.22 6.22 0.00 6.22 0.0~ 30604 5.35 5.35 0.00 5.35 0.0~ 30958 2.39 2.39 0.00 2.39 0,0~ 31335 8,02 8.02 0.00 8.021 0.0C 32150 10,78 10.78 0.0~ 10.78 0.0C 32200 13.44 13.44 0,0~ 13.44 0.0( Denton Tap Rd Bridge 32230 13~.0 13.20 0.0{ 13.20 0.0( Denton Tap Rd Bridge 32250 5.45 5.45 0.0{ 5.45 0.00 32305 7.36 7.36 0.0( 7.36 0.00 U/S Denton Tap Road 32725 3.32 4.23 0.91 4.49 0.26 Begin Improvements 33145 3.85 3.18 -0.67 3.46 0.28 33470 4.71 4.10 -0.61 4.09 -0.01 End Improvements 34260 3.18 3.29 0.11 3.29 0.0(} 34850 8.50 8.72 0.22 8.71 -0.01 34950 5.31 5.72 0.41 5.7~ -0.02 36970 5.11 5.12, 0.01 5.12 0.0~ 38200 2.88 2.88 0.0~ 2.88 0.0~ 39290 3.34 3.34 0.0~ 3.34 0.0{ 39~0 7.21 7.22 0.01 7.22 0.0( 39490 4.59 4.60 0.01 4.60 0.00 39540 6.53 6.54 0.01 6.54 0.00 40650 4.57 4.57 0.00 4.57 0.0{} 48000 3.37 3.37 0.0O 3.37 0.0~ 51350 2.63 2.63 0.0~ 2.63 0.0~ 53350 3.30 3.30 0.0~ 3.30 0.0~ 55590 5.83 5.83 O.OC 5.83 0.0{ 56940 5.06 5.06 0.0~ 5.06 0.00 File: i:~avo\ 15254~t:h~clomr~vel-abp. xls ~/15/96 17:55:23 II-22 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. Burden No. 30674)148 FEMA USE ONLY RIVERINE/COSTAL MAPPING FORM Expires July 31, 1997 Public reporting burden for this form is estimated to average 1.5 hours per response. The burden estimate includes the time for reviewing instruction, searching existing data sources, gathering and maintaining thc needed data, and completing and reviewing thc form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden, to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington, DC 20472; and to the Office of Management and Budget, Paperwork Reduction Project (3067- 0148), Washington, DC 20503. i Community Name: CitF of Coppell, Flooding Source: Denton Creek Project Name/Identifier: Andrew Brown Park West 1. MAPPING CHANGES ° A topographic work map of suitable scale, contour interval, and planimetric definition must be submitted showing (insert N/A when not applicable): A. Revised approximate 100-year floodplain boundaries (Zone A) B. Revised detailed 100- and 500-year floodplain boundaries C. Revised 100-year floodway boundaries D. Location and alignment of all cross sections used in the revised hydraulic model with stationing control indicated E. Stream alignments, road and dam alignments F. Current community boundaries (3. Effective 100- and 500-year floodplain and 100-year floodway boundaries from the FIR1VdFBFM reduced or enlarged to the scale of the topographic work map FIRMboundarles were digitized s~ Yes H. Tie-ins between the effective and revised. I00- and 500-year flood plains and 100-year floodway boundaries I. The requestor's property boundaries and community easements J. The signed certification of a registered professional engineer K. Location and description of reference marks L. Vertical Datum (example: NGVD 1929, NAVD, etc.) M. Coastal zone designations tie into adjacent areas not being revised N. Location and alignment of all coastal transects used to revise the coastal analyses Included ca Yes m No [] N/A mYes []No []N/A []Yes []No []N/A [] Yes [] No [] N/A m Yes [] No ca N/A [] Yes [] 1'4o [] N/A ca No [] N/A [] Yes [] No ca N/A [] Yes ca No [] N/A []Yes []No []N/A a Yes ca No ca N/A []Yes []No []N/A [] Yes ca No [] N/A ca Yes [] No [] N/A If any of the items above are marked no or N/A, please explain: (A) De!a_!!ed~ boundaries are used instead of approximate ones. (lO Prolect site does not ~r_tend to co~i~nitp bou~d~r!_.~__ (M) prolect site not alon~ any coastal ~one. (bO Prolect site not along anF coastal zone. What is the source and date of the updated topographic information (example: orthophoto maps, July 1985; fieM survey, May 1979, beach profiles, June 1987, etc.) City of Coppeil topograt~hlc map, prepared in 1995 bF Dn-!!-n-s Aerial Surveys. 3. What is the scale and contour interval of the following workmaps? a. Effective FIS 1"=1,000 fl scale 10 fl Contour interval b. Revision Request 1"=100 fl scale 1 fl Contour interval o NOTE: Revised topographic information must be of equal or greater detail. Attach an annotated FIRM and FBFM at the scale oftbe effective FIRM and FBFM showing the revised 100-year and 500-year flood plains and the 100-year floodway boundaries and how they tie into those shown on the effective FIRM and FBFM downstream and upstream of the revision or adjacent to the area of revision for coastal studies. See Figure 2, `4ppendix,4. Attach additional pages if needed. FEMA Form 81-$9D, OCT 94 Riverine/Coastal Mapping Form II-23 MT-2 Form 5 Page 1 of 1. MAPPING CHANGES (Contd.) Flood Boundaries and 100-year water surface elevations: Has the 100-year flood plain been shifted or increased or the 100-year water surface elevation increased at any location on propoX? other than the requester's or community's? sa Yes rn No If yes, please give the location of shift or increase and an explanation for the increase. A nettliftible water surface elevation rise of 0.01 foot occurs upstream of the requestor's proper~ at sections $3470 through $4950. a. Have the affected property owners been notified of this shift or increase and the effect it will have on their property? rn Yes sa No If yes, please attach letters from these property owners stating they have no objections to the revised flood boundaries ifa LOMR is being requested. N/A - See attachment b. What is the number of insurable structures that will be impacted by this shift or increase? the t~rol~ertv of the Cit~ of Coppell on behalf of whom this CLOMR is prepared. One, a concession stand, Have the floodway boundaries shifted or increased at any location compared to those shown on the effective FBFM or FIRM? sa Yes [] No If yes, explain: Floodwa~ boundaries were adjusted to reflect inmroved topo£raphv at the DeForest Road Service Center (existing condition corrected model). Floodwal~ boundaries were further modified for the proposed prolect at Andrew Brown Park wes~ If a V-zone has been designated, has it been delineated to extend landward to the heel of the primary frontal dune? N/A [] Yes [] No If no, explain: Manual or digital map submission: ~a Manual [] Digital Digital map submissions may be used to update digital FIRMs (DFIRMs). For updating DFIRMs, these submissions must be coordinated with FEMA Headquarters as far in advance of submission as possible. FEMA Form 81-89D, OCT 94 Riverine/Coastal Mapping Form II-24 MT-2 Form 5 Page 2. EARTH FILL PLACEMENT The fill is: [] Existing [] Proposed Has fill been placed in the regulatory floodway? If yes, please attach completed Riverine Hydraulic Analysis Form. See Form 4 Has fill been/will be placed in floodway fringe (area between the floodway and l O0-year floodplain boundaries)? If yes, then complete A, B, C, and D below. A. Are fill slopes for granular materials steeper than one vertical on one-and-one-half horizontal? If yes, justify steeper slopes [] Yes rn No Yes r~ No [] Yes [] No Bo Is adequate erosion protection provided for fill slopes exposed to moving flood waters? (Slopes exposed to flows with velocities of up to 5feet per second (fps) during the l O0-year flood must, at a minimum, be protected by a cover of grass, vines, weeds, or similar vegetation; slopes exposed to flows with velocities greater than 5fps during the l O0-year flood must, at a minimum, be protected by stone or rock riprap). [] Yes [] No If no, describe erosion protection provided Co Has all fill placed in revised 100-year floodplain'been compacted to 95 percent of the maximum density obtainable with the Standard Proctor Test Method or acceptable equivalent method? N/A, construction is not complete [] Yes [] No Can structures conceivably be constructed on the fill at any time in the future? [2 Yes [] No N/A, construction is not complete- Final Letter of Map Revision will include soils report If yes, provide certification of fill compaction (item C. above) by the community's NFIP permit official, a registered professional engineer, or an accredited soils engineer. 4. Has fill been placed in a V-zone? Yes [] No If yes, is the fill protected from erosion by a flood control structure such as a revetment or seawall? [] Yes [] No If yes, attach the coastal structures form. FEMA Form 81-89D, OCT 94 Riverine/Coastal Mapping Form II-25 MT-2 Form 5 Page 3 of 3 III. Appendices Appendix A Figures and Maps SCARE IN FEET ~ SCAt£ ~N M,tts ~ ~] o ~000 2000 3000 FIGURE I LOCATION MAP CORPORATE LIMITS .~ ZOI~ ARRL ,Nlll.~AI) l.,"kN E -- MARKED TREE TRATL BOULE_VARD '.ONE X NATIIIML FLO01 IIISIIAKE PIOIIA~ FIRM FLOOD INSURANCE. RATE MAI) and STREET IHDEX COPPELL TEXAS DALLAS AND DENTON COUNTIES 0NL¥ PANEL PRINTED TO, COMMUNITY.PANEL NUMBER 480170 0010 E MAP REVISED: APRIL 16, 1994 F~Meml F.m~acy Mimlemeat ASency 469 ZONE X 464 COWBOY DRIV WlLLO.W :IM 196 463 ZONE X LANt ^PPROXIMA1E SCALE I000 0 I----I I I h----T-- ZONEx 1000 FEET - · :LEGEND SpECiAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD ZONE A No base flood elevafiom determined. ZONE AE Base flood elevatiom determined. OTHER FLOOD AREAS ZONE X Areas of 500-year flood; areas of 100-year flood with averase depths of less than 1 foot or with drainase areas le.~ than 1 square mile; and areas prmected by levees from 100-year OTHER AREAS ZONE X Areas determined IO be outside SO0-year flood- Hain. FLOODWAY AREAS IN ZONE AE REVISED IO0-YEAR FLOOD PLAIN REVISED FLOODWAY FIGURE 2 ANDREW BROWN PARK WEST Andrew Brown Park West CLOMR - Coppell 32725 Denton Creek - Effective Conditions 470 ~ 465 460 455 - 450 - 445 44O 435 1000 2000 3000 4000 lOO-yr Wsel Ground Bank Station Station (ft) FIGURE 3A Andrew Brown Park West CLOMR - Coppell 33145 Denton Creek - Effective Conditions 47O 465 46O 455 450 445- 440 ~ 4~5 ' ~ ~'"1 ' I " ~ I ' I ' I ' I ' I ' I -500 0 500 1000 1500 2000 2500 3000 3500 4000 loo-yr Wsel Ineff Bank Station Station (ft) FIGURE 3B Andrew Brown Park West CLOMR - Coppell 33470 Denton Creek - Effective Conditions 470 , 465 460 .............. 455 450 445 435 0 500 1000 1500 2000 2500 3000 loo-yr Wsel Inetf Bank ~t~dion Station (ft) FIGURE 3C 470 i 465 - 460 455 45O 445 435 Andrew Brown Park West CLOMR - Coppell 32725 Denton Creek - Corrected Effective Conditions 1000 2000 3000 Station (ft) 100-yr Wsel --. Ground Ba~k Station 4000 FIGURE 4A Andrew Brown Park West CLOMR - Coppell 33145 Denton Creek - Corrected Effective Conditions 47O 465 460 455 45O 435 -500 0 500 1000 1500 2000 2500 3000 3500 4000 100-yr Wsel In~tt Bank Stetion Station (ft) FIGURE 4B Andrew Brown Park West CLOMR - Coppell 33470 Denton Creek - Corrected Effective Conditions 470 465 460 -- 455 - 450 445 435 500 1000 1500 2000 2500 3000 100-yr Wsel Ground Bank Station Station (ft) FIGURE 4C Andrew Brown Park West CLOMR - Coppell 32725 Denton Creek - Proposed Conditions 470 465 460 455 - 450 - 445 - 435 1000 2000 3000 4000 lO0-yr Wsel _- Ground · Bank Station Station (ft) FIGURE 5A Andrew Brown Park West CLOMR - Coppell 33145 Denton Creek - Proposed Conditions 470 465 -- 460 - 455 450 445 440 435 -500 0 500 1000 1500 2000 2500 3000 ~00 4000 lO0-yr Wsel Ineff Bank Station Station (fi) FIGURE 5B Andrew Brown Park West CLOMR - Coppell 33470 Denton Creek - Proposed Conditions 470 465 460 -- 455 - 450 - 445- 0 500 1000 1500 2000 2500 3000 100-yr Wsel _- Ground Bank Station Station (ft) FIGURE 5C -~---~---~ -- ~ ~, , ~ ~ --. · _ ~- _., -~ ~ ~--.~.' ~.-~.~. .... _.~- -,~::z ,::-,~--~'~~---~~- C--~-X--~-~ ~. ~---,. ,-~.-~,---~ .... 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'-" ' ~ ........ ~~ .... ~ ...... +-W ~ ........... ~___~__.~ ........ ~, ~. .... ~-~. .... ~ .......... 4~ ~ ....... ::::::::::::::::::::::::::::::::::-*-~' ..... ..... ~--~ ....... -----~--~-~ '~ '~~--~-' ' --~-~---~-'-~' ' -~-~ ~ ~: ~::~--:~: ::-'~:~:::~ ~--~--- ~-~ .... --~--~ ...... .... ~---~~---~-'--~-'- ..................... - ..... ,-'~ ........ - -~~"-...--- ~ ' ~ ~ ' i ~ I ~ . 7 ~ I ~ i - ~ ~ ..... ~----~ .... /~ .... ~----- * ~ ~ ~ ' -~- --~-,-,~--~----~ ~ .... ~ .......... ~-~ , V~V/~/~/~ -- ~___ ~ ZZn2.ZZ~~--~ .... ~ ~3---~----- ~-,--~,- ~ ~ ~ I ~o. mom Z ~ ~ ~~--~ .... ~ ~ .~-~-~--~.~~i r 1 ...... 4~0 4~0 3~ 31~ 3~ 3~ 3~ 35~ 3~ 37~ 3~ 3~ ~ 4~ 4~ 4~ F L BASE IO0-YEAR * ' ./ I N SCALE IN FEET FIS RII4 I~OODISLAIN AND FLOODWAY IF m - - - IIEWSB) (AS-~ULT)~dlO-YENI FL000 ILLIN 1. ilE1flSEO FI.000 PI. Al4 IILIEATIONS BASEl) ON 1965 DALLAS AERIAL SLE'VEYS YGF'CiGtAPIIC MAPS OI,LM~ AT SOU1NN~'T ~ OF BRllGE 01~ D~froN TaP IlOaO O~ER CO~ BRMICN ~ I~R~0- FIELD ~ AT (NGVD I~ -FIB. D 11[!) &T 4~3.~0 N o i ?.~K)-- 500 75O I000 SCALE IN FEET 1500 FIGURE FI.OOD~ AND Iq~ODWAY PLAN I r THE IO0-YEAR FLOOD JCTURES SUBJECT TO lNG LARGER FLOODS. NATIONAL FLOOD INSURANCE PRO6RAM FIRM FLOOD INSURANCE RATE MAI) STREET INDEX CITY OF COPPELL, TEXAS DALLAS AND DENTON COUNTIES ONLY PANEL PRINTED COMMUNITY-PANEL NUMBER 480170 0010 E MAP REVISED: APRIL 15, 1994 Federal I:.mergency Management Agency )ZONE X APPROXIMATE SCALE lOOO 0 I O00FEET DENTON COUNTY DALLAS COUNTY PLflLLIPS DRIVE ~ ZONE r'jE FOREST ROAD I RAINTREE CIRCLE CHESHIRE DRIVE CHALFON PI.ACE LEGEND SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD ZONE A No base flood elevations determined. ZONE AE Base flood elevations determined. FLOODWAY AREAS IN ZONE AE OTHER FLOOD AREAS ZONE X Areas of 500-year flood; areas of 100-year flood with average depths of less than I foot or with drainage 'areas less than I square mile; and areas protected by levee~ from 100-year flood. OTHER AREAS ZONE X Areas determined to be outside 500-year flood- plain. REVISED IO0-YR. FLOOD PLAIN ,00-YR. FLOO0 PLA,N PER LOMR FIGURE 12 BY OTHERS REVISED 500-YR. FLOOD PLAIN [:~JV~S~) ~ DeFOKEST ROAD SERVICE CENTER r er' ,, I,M ! ! ! i ! ! ! ! © N ® * HEC-2 WATER SURFACE PROFILES * Version 4.6.2; May 1991 * * RUN DATE 18JUL96 TIME 11:40:58 * * U.S. /~RMY CORPS OF EN(}INEERS * HYDROLOGIC E~(~I~ING CENTER * 609 SECOND S~T, SUITE D * DAVIS, CALIFORNIA 95616-4687 * (916) 756-1104 *************************************** i 18JUL96 11:40:58 X X XXXXXXX XXXXX X X X X X X X X X XXXXXXX XXXX X X X X X X X X X X X X XXXXXXX XXXXX XXXXX X X X XXXXX X X XXXXYJ. X PAGE i ************************************* ~EC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* Ti DENTON CREEK - POST-PROJECT MODEL T2 DENTON CREEK - 10 YRDISCHARGE PROFILE FIS T3 DENTON CREEK, TEXAS FILE: DCMODZ.HC2 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS 0 2 0 0 0 0 0 J2 NPROF IPLOT PRFVS XSECU XSECH FN ALJ/)C I 0 -1 J3 VARIABLE CODES FOR ~Y PRINTOUT 110 150 MODEL DEVELOPED FROM FIS REPLICATION FILE DCBFL (89123N4F) WITH CROSS SECTIONS 268+80 THROUGH 313+35 INSERTED FROM PROPOSED GRADING PLAN FORT HE COPPELL CO~T~JNITY PARK. QT 4 12800 *18200 20600 36200 .1 .3 NC .055 .055 .035 X1 25530 45 2495.2 2742.67 700 560 X3 2494 470.0 2742 GR 469.5 500 460.5 600 455.6 700 GR 449.9 1000 451.1 1100 450.6 1200 GR 451 1500 451.4 1600 451.6 1700 GR 453.1 2000 453.4 2100 454.2 2200 GR 455.33 2495.2 436.63 2570 436.63 2627.2 GR 454.8 2742.67 453.5 2780 455.0 2880 GR 457.8 3240 457.8 3315 457.8 3395 GR 456.9 3680 458.0 3825 458.4 3905 GR 457 4200 456.5 4300 455.1 4400 Xl 25770 40 2495.2 2780 240 240 X3 2495 470.0 2780 GR 469.5 500 460.5 600 455.6 700 GR 449.9 1000 451.1 1100 450.6 1200 GR 451 1500 451.4 1600 451.6 1700 ~R 453.1 2000 453.4 2100 454.2 2200 GR 455.33 2495.2 436.73 2570 436.73 2650 GR 456.0 2780 456.8 2845 456.8 3060 GR 457.7 3370 457.7 3420 457.3 3445 GR 457.1 3540 456 3555 456 3590 i 18JUL96 11:40:58 QT 4 13300 18900 21300 36200 NH 5 .055 2619.58 .035 2818.65 .055 NH 5200 IBW THIS R~A~ EXECUTED 18JUL96 WSEL FQ 451.01 CHNIM ITRACE 700 470.0 452.9 451.3 451.5 454.3 434.5 456.5 457.2 458.7 454.9 240 470.0 452.9 451.3 451.5 454.3 434.6 457.6 457.3 459.6 800 1300 1800 2300 2630 3020 3540 4000 4500 800 1300 1800 2300 2660 3210 3490 3600 450.4 450.8 452.7 455 434.40 456.8 455.9 457.7 453.8 45O.4 450.8 452.7 455 434.60 457.8 457.1 457.7 2900 .035 3100 11:40:58 900 1400 1900 2400 2670 3100 3620 4100 4600 900 1400 1900 2400 2710 3230 3515 4360 PAGE .055 NOTE: GR POINTS 3500, 3650, AND 3920 COP. I~CTED CORRECTIONS PROVIDED VI~RI]ALLY IN OCTOBER PER DEWBERRY-DAVIS FIS OPDAT~ 1992. Al{HA. Xl 26830 42 2619.58 3100 1030 960 1010 X3 2619 470.0 5200 470.0 OR 464.9 550 461.9 600 469.1 700 465.9 GR 461.7 1000 451.3 1100 451.2 1200 450.9 GR 452.8 1500 452.8 1600 452.4 1700 453.2 GR 453.3 2000 454.2 2100 454.4 2200 466.3 GR 455.9 2S00 457.6 2600 457.35 2619.58 436.74 GR 456.91 2818.65 457.8 2900 451.6 3000 446.7 OR 436.5 3062 452 3100 454 3200 452 OR 452.0 3500 452 3650 452.0 3920 456.3 OR 461.9 5100 465 5200 AHHA CROSS SECTION - 16 APRIL '92 NOTE: SECTIONS 268+80 THRU 313+35 FRO,4 PROPOSED ORADING PLAN FOR THE COPPEL~ CO~gJNITY PARK. AHHA. BE(~IN PROPOSED PARK IMPROVEMENTS 8OO 1300 1800 2300 2702 3005 3230 4000 452.9 451.1 453.1 456 436.74 436.3 462 460 900 1400 1900 240O 2738 3027 3290 4250 NH 6 .05 1060.0 .04 1241.0 .065 1444.0 .04 1521.0 .07 NH 1634.0 .045 2761.0 X1 26880 35.0 1012.0 1585.0 32 479 50 GR 461.5 1012.0 %55.0 1038.0 450.0 1060.0 436.76 1113.0 436.76 1188.0 GR 450.0 1241.0 455.0 1265.0 457.0 1276.0 458.0 1286.0 458.7 1304.0 GR 458.0 1371.0 455.0 1%07.0 450.0 1444.0 436.2 1468.0 436.4 1488.0 OR 450.0 1521.0 455.0 1530.0 457.5 1586.0 457.0 1634.0 456.0 1666.0 G~R 455.4 1708.0 455.3 1767.0 455.0 1820.0 454.0 1889.0 453.8 2084.0 C*R 454.0 2133.0 454.1 2214.0 454.0 2300.0 453.8 2327.0 454.0 2342.0 ~R 454.2 2423.0 454.0 2481.0 454.0 2634.0 455.0 2683.0 459.0 2761.0 NH 4.0 .0500 1038.0 .0400 1189.0 .0700 1433.0 .0400 2658.~ X1 27165 28.0 985.0 1308.0 240 201 284 GR 461.5 985.0 455.0 1011.0 450.0 1038.0 436.90 1090.0 436.1 GP,. 450.0 1189.0 455.0 1218.0 458.0 1239.0 458.5 1270.0 459.0 GR 459.0 1340.0 458.0 1381.0 455.0 1403.0 454.0 1408.0 453.0 GR 452.0 1433.0 451.0 1558.0 450.0 1683.0 449.0 1808.0 448.5 GR 449.0 2050.0 449.5 2186.0 449.0 2260.0 449.0 2360.0 450.0 GR 452.0 2505.0 455.0 2607.0 459.0 2658.0 1137.0 1308.0 1420.0 1909.0 2460.0 NH 8 .05 1054.0 .04 1199.0 .065 1427.0 .04 1499.0 .07 NH 1544.0 .04 2106.0 .035 2490.0 .040 2761.0 Xl 27449 39.0 1014.0 1534.0 240 248 284 GR 460.3 1014.0 456.0 1035.0 450.0 1054.0 437.04 1104.0 437.04 1149.0 GR 450.0 1199.0 455.0 1220.0 456.0 1245.0 457.6 1280.0 455.0 1322.0 GR 455.0 1354.0 456.4 1368.0 455.0 1413.0 450.0 1427.0 435.6 1470.0 G~ 435.7 1485.0 450.0 1499.0 455.0 1521.0 467.5 1534.0 455.0 1544.0 1 18JUL96 11:40:58 PAGE NH 8 .05 1081.0 .04 1224.0 .065 1391.0 .04 1482.0 .07 NH 1600.0 .040 2336.0 .035 2408.0 .040 2617.0 Xl 27992 42.0 1041.0 1543.0 213 309 244 OR 460.0 1041.0 455.0 1061.0 460.0 1081.0 437.28 1132.0 437.28 1173.0 GR 450.0 1224.0 455.0 1243.0 459.0 1265.0 459.7 1302.0 459.7 1339.0 G~ 459.0 1362.0 455.0 1375.0 450.0 1391.0 436.0 1410.0 435.6 1452.0 OR 450.0 1482.0 455.0 1508.0 458.0 1528.0 458.6 1543.0 458.0 1558.0 OR 455.0 1572.0 451.0 1600.0 460.0 1609.0 449.0 1631.0 448.0 1666.0 OR 447.4 1693.0 448.0 1721.0 449.0 1969.0 449.9 2050.0 449.9 2160.0 OR 449.0 2282.0 448.0 2322.0 446.6 2336.0 446.6 2340.0 446.6 2408.0 OR 448.0 2424.0 449.0 2444.0 450.0 2475.0 451.0 2526.0 452.0 2565.0 VALU~ LOWERED THROUGH LAKE EXPANSION AREA NH 8 .0S 1109.0 .04 1253.0 .065 1516.0 .04 1583.0 .07 NH 1616.0 .040 2252.0 .035 2629.0 .040 2789.0 X1 27748 39.0 1071.0 1606.0 324 262 299 OR 460.0 1071.0 455.0 1091.0 450.0 1109.0 437.18 1160.0 437.18 1202.0 OR 450.0 1253.0 455.0 1275.0 458.0 1286.0 458.0 1371.0 459.0 1426.0 OR 459.2 1441.0 455.0 1499.0 450.0 1516.0 435.2 1538.0 435.3 1557.0 OR 450.0 1583.0 455.0 1594.0 456.5 1606.0 455.0 1616.0 452.0 1644.0 OR 451.0 1666.0 450.7 1681.0 451.0 1696.0 452.0 1713.0 452.4 1728.0 GR 452.0 1836.0 451.0 1948.0 450.0 2045.0 449.0 2083.0 448.0 2149.0 GR 446.6 2252.0 446.6 2258.0 446.6 2259.0 446.6 2629.0 448.0 2636.0 OR 451.0 2683.0 452.0 2733.0 455.0 2765.0 459.0 2789.0 APPROXIMATE LOCATION FIS SECTION 280+80 'n' VALUE LOWERED THROUGHLAKE EXPANSION AREA ~R 453.0 1610.0 453.0 1668.0 452.0 1826.0 451.0 1944.0 450.0 2042.0 G~. 449.0 2066.0 446.6 2106.0 446.6 2150.0 446.6 2183.0 446.6 2415.0 OR 446.6 2430.0 446.6 2490.0 450.0 2590.0 451.0 2637.0 452.0 2657.0 OR 453.0 2687.0 454.0 2700.0 455.0 2734.0 459.0 2761.0 GR 455.0 2587.0 460.0 2617.0 NH 10 .05 1061.0 .04 1214.0 .065 1275.0 .04 1353.0 .07 NH 1419.0 .040 1566.0 .035 2024.0 .040 2218.0 .035 2297.0 .04 NH 2496.0 X1 28168 32.0 1021.0 1419.0 167 223 176 GR 460.0 1021.0 455.0 1041.0 450.0 1061.0 437.36 1112.0 437.36 1146.0 GR 450.0 1197.0 455.0 1214.0 459.2 1241.0 455.0 1265.0 450.0 1275.0 G'R 436.6 1293.0 438.9 1328.0 450.0 1353.0 455.0 1375.0 458.8 1419.0 ~R 455.0 1461.0 453.0 1488.0 449.0 1525.0 448.0 1555.0 446.6 1566.0 GR 446.6 2024.0 448.0 2040.0 448.4 2125.0 448.0 2198.0 446.6 2218.0 GR 446.6 2297.0 448.0 2319.0 449.0 2339.0 450.0 2384.0 451.0 2437.0 6~ 455.0 2468.0 460.0 2496.0 APPROXIMATE LOCATION FIS SECTION 288+70 18JUL96 11:40:58 QT 4 13300 18900 21300 36200 NH 8 .05 1259.0 .04 1401.0 .065 1503.0 NH 1605.0 .040 1842.0 .035 2384.0 .040 2599.0 X1 28492 32.0 1215.0 1605.0 406 307 324 GR 460.0 1215.0 460.0 1216.0 455.0 1237.0 450.0 GR 437.50 1351.0 450.0 1401.0 455.0 1416.0 457.0 GR 457.0 1465.0 455.0 1492.0 450.0 1503.0 437.6 C,R 450.0 1572.0 455.0 1583.0 459.2 1605.0 455.0 GR 450.0 1735.0 449.0 1782.0 448.0 1822.0 446.6 OR 448.0 2447.0 449.0 2490.0 450.0 2522.0 451.0 OR 455.0 2576.0 460.0 2599.0 .04 1259.0 1424.0 1518.0 1650.0 1842.0 2544.0 1572.0 437.50 457.4 436.3 453.0 446.6 453.0 .O7 1309.0 1439.0 1536.0 1689.0 2384.0 2566.0 PAGE NH 10 .05 1321.0 .04 1537.0 .065 1576.0 .04 1643.0 .07 NH 1689.0 .040 1830.0 .035 1945 .040 2150 .035 2250 .04 NH 2543.0 Xl 28720 40.0 1280.0 1689.0 173 338 228 OR 460.0 1280.0 460.0 1281.0 455.0 1301.0 450.0 1321.0 437.62 1372.0 GR 437.62 1415.0 450.0 1466.0 455.0 1483.0 458.0 1495.0 459.0 1509.0 OR 459.7 1537.0 459.0 1552.0 455.0 1565.0 450.0 1576.0 437.5 1597.0 OR 436.8 1609.0 450.0 1643.0 455.0 1657.0 458.6 1689.0 455.0 1711.0 OR 450.0 1746.0 449.0 1758.0 448.0 1806.0 446.6 1830.0 446.6 1945.0 OR 448.0 1985.0 449.0 2010.0 449.0 2115.0 448.0 2140.0 446.6 2150.0 OR 446.6 2350.0 450.0 2388.0 451.0 2417.0 452.0 2423.0 452.0 2443.0 OR 450.0 2456.0 450.0 2486.0 452.0 2501.0 455.0 2513.0 460.0 2543.0 NH 6 .05 1339.0 .04 1482.0 .065 ' 1610.0 .04 1666.0 .075 NH 1699.0 .040 2703.0 X1 28890 45.0 1289.0 1696.0 153 194 170 X3 2526 470.0 OR 462.0 1289.0 460.0 1297.0 455.0 1317.0 450.0 1339.0 437.71 1388.0 OR 437.71 1433.0 450.0 1482.0 455.0 1499.0 459.0 1516.0 459.5 1539.0 GR 459.0 1564.0 456.0 1581.0 455.0 1596.0 450.0 1610.0 437.5 1633.0 OR 437.1 1637.0 450.0 1666.0 455.0 1677.0 460.0 1696.0 460.9 1699.0 OR 460.0 1709.0 455.0 1732.0 451.0 1749.0 450.0 1759.0 449.0 1775.0 G~ 448.0 1802.0 449.0 1837.0 450.0 2012.0 451.0 2079.0 451.0 2236.0 OR 450.0 2253.0 448.0 2268.0 448.0 2273.0 450.0 2293.0 450.0 2411.0 OR 451.0 2457.0 451.2 2459.0 449.0 2495.0 449.0 2526.0 456.5 2526.0 G'R 456.5 2555.0 453.6 2555.0 453.6 2571.0 455.0 2629.0 460.0 2703.0 SECTION 296+10 1542.0 161 455.0 437.4 459.0 452.0 461.8 459.0 .07 337 1293.o 1488.0 1654.0 1755.0 2318.0 2426.0 1654.0 234 450.0 437.6 455.0 453.0 452.0 460.0 APPROXIMATE LOCATION FIS .O4O 1512.0 1673.0 1846.0 2328.0 2490.0 1318.0 1264.0 460.0 449.5 459.0 451.0 452.0 455.0 2490.0 437.83 450.0 451.0 453.8 453.0 NH 4 .05 Xl 29124 29 GR 462.0 1264.0 OR 437.83 1409.0 GR 455.0 1577.0 GR 450.5 1705.0 GR 453.0 2184.0 GR 454.0 2340.0 i 18~U'L96 11:40:58 .04 1620.0 1272.0 1456.0 1620.0 1715.0 2284.0 2345.0 1367.0 1542.0 1693.0 2015.0 2333.0 NH 10 .05 1219.0 .04 1410.0 .065 1529.0 .04 1597.0 .07 NH 1620.0 .040 1735.0 .040 1780.0 .040 2486.0 .075 2604.0 .045 NH 2777.0 X1 29651 48.0 1168.0 1615.0 600 404 527 GR 462.0 1168.0 460.0 1176.0 455.0 1196.0 450.0 1219.0 438.06 1267.0 OR 438.06 1320.0 450.0 1368.0 455.0 1387.0 459.0 1410.0 459.0 1427.0 (IR 458.0 1471.0 455.0 1497.0 450.0 1529.0 438.8 1550.0 438.9 1571.0 OR 450.0 1597.0 455.0 1605.0 457.0 1610.0 457.4 1615.0 457.0 1620.0 GR 455.0 1625.0 450.0 1670.0 449.0 1710.0 449.0 1735.0 450.0 1780.0 GR 450.8 1932.0 450.0 2102.0 449.8 2115.0 449.7 2135.0 449.8 2156.0 OR 449.9 2162.0 450.0 2170.0 455.0 2210.0 457.0 2228.0 458.0 2331.0 OR 458.0 2403.0 455.0 2486.0 454.0 2494.0 454.0 2502.0 457.0 2523.0 GR 457.0 2558.0 455.0 2566.0 453.0 2573.0 453.0 2577.0 455.0 2585.0 PAGE 459.0 2604.0 459.0 2772.0 460.0 2777.0 NH 10 .05 1175.0 .04 1421.0 .065 1480.0 .04 1543.0 .07 NH 1654.0 .040 1770.0 .035 2090.0 .045 2396.0 .075 2434.0 .045 NH 2771.0 Xl 29831 47 1147.0 1570.0 171 197 180 (IR 462.0 1147.0 460.0 1155.0 455.0 1175.0 450.0 1197.0 438.14 1244.0 C~R 438.14 1296.0 450.0 1343.0 455.0 1361.0 460.0 1377.0 461.0 1386.0 aR 460.0 1421.0 459.0 1444.0 455.0 1462.0 450.0 1480.0 439.3 1498.0 G'R 439.3 1518.0 450.0 1543.0 455.0 1552.0 457.0 1557.0 458.0 1570.0 GR 459.8 1586.0 455.0 1607.0 455.0 1654.0 451.0 1684.0 450.0 1712.0 OR 449.0 1735.0 447.9 1770.0 447.9 2090.0 450.0 2100.0 455.0 2127.0 G~ 457.0 2139.0 458.0 2239.0 458.0 2277.0 457.0 2307.0 458.0 2343.0 GR 458.0 2388.0 455.0 2396.0 452.0 2400.0 452.0 2408.0 455.0 2415.0 OR 459.0 2434.0 459.0 2476.0 458.0 2536.0 457.3 2582.0 457.3 2725.0 OR 458.0 2763.0 460.0 2771.0 APPROXIMATE LOCATION FIS SECTION 305+70 NH 8 .05 1176.0 .04 1314.0 .065 1420.0 .04 1476.0 .07 NH 1672.0 .045 1940.0 .035 1975.0 .045 2190.0 X1 30027 34 1128.0 1525.0 148 299 196 GR 462.0 1128.0 460.0 1136.0 455.0 1156.0 450.0 1176.0 438.23 1223.0 OR 438.23 1267.0 450.0 1314.0 455.0 1340.0 458.2 1377.0 455.0 1409.0 OR 450.0 1420.0 439.8 1434.0 439.8 1453.0 450.0 1476.0 455.0 1493.0 OR 460.0 1525.0 460.S 1548.0 460.0 1578.0 459.6 1619.0 459.6 1672.0 ~R 459.0 1740.0 457.0 1758.0 456.0 1780.0 455.0 1790.0 451.0 1821.0 GR 450.0 1908.0 447.9 1940.0 447.9 1975.0 450.0 2028.0 453.0 2088.0 GR 454.0 2116.0 455.0 2131.0 459.0 2159.0 460.0 2190.0 NH 9 .05 1095.0 .04 1225.0 .065 1320.0 .04 1377.0 .07 NH 1668.0 .045 1694.0 .07 1951.0 .045 1977.0 .07 2150.0 X1 30384 46.0 1045.0 1447.0 371 410 357 GR 462.0 1045.0 460.0 1053.0 455.0 1073.0 450.0 1095.0 438.1!. 1142.0 OR 438.14 1178.0 450.0 1225.0 455.0 1246.0 459.0 1270.0 460.0 1287.0 GE 455.0 1307.0 450.0 1320.0 446.0 1328.0 446.0 1333.0 447.0 1371.0 aR 450.0 1377.0 455.0 1391.0 459.0 1413.0 460.0 1447.0 460.7 1481.0 GR 460.0 1504.0 460.0 1570.0 459.8 1640.0 459.0 1650.0 455.0 1658.0 aR 450.0 1668.0 445.0 1673.0 445.0 1689.0 450.0 1694.0 455.0 1697.0 1 18JUL96 11:40:58 PAGE 460.0 1716.0 460.0 1756.0 461.3 1788.0 461.0 1800.0 459.0 1815.0 458.0 1888.0 455.0 1930.0 450.0 1951.0 445.0 1958.0 445.0 1967.0 450.0 1977.0 455.0 1982.0 458.0 2004.0 458.0 2077.0 458.0 2096.0 460.0 2150.0 APPROXIMATE LOCATION X1 aR aR aR aR GR PIS SECTION 312+30 10 .05 1063 .04 1187 .065 1247 .04 1301 .07 1469 .045 1496 .07 1601 .040 1831 .045 1895 .07 2395 30604 49 1014 1350 269 319 220 461.0 1014 460.0 1022 455.0 1042 450.0 1063 438.55 1109 438.55 1141 450.0 1187 455.0 1211 455.8 1220 455.0 1230 450.0 1244 449.0 1247 448.0 1273 447.0 1276 446.0 1282 446.0 1295 447.0 1297 450.0 1301 455.0 1316 460.0 1340 461.0 1350 461.0 1454 460.0 1457 455.0 1464 450.0 1469 446.0 1473 446.0 1488 450.0 1496 455.0 1506 460.0 1527 461.0 1582 461.0 1601 460.0 1618 455.0 1653 452.0 1730 452.0 1751 455.0 1796 458.0 1831 458.0 1863 455.0 1867 450.0 1876 447.0 1885 447.0 1895 450.0 1898 455.0 1917 456.0 2048 458.0 2191 459.0 2247 461.0 2395 7.0 .0500 1093.0 .0400 1183.0 .0700 1346.0 .0400 2028.0 .0700 2157 .045 2173 .07 2504.0 30958 33 1048.0 1285.0 303 302 354 461.0 1048.0 460.0 1056.0 455.0 1076.0 450.0 1093.0 438.55 1134.0 438.55 1142.0 450.0 1183.0 455.0 1192.0 460.0 1252.0 462.0 1285.0 465.3 1298.0 450.0 1346.0 447.0 1362.0 446.5 1395.0 446.5 1456.0 448.0 1496.0 448.0 1636.0 450.0 1682.0 451.5 1732.0 451.5 1800.0 451.0 1940.0 453.0 1987.0 455.0 2000.0 458.0 2028.0 455.0 2071.0 455.0 2146.0 448.0 2157.0 448.0 2173.0 450.0 2177.0 456.0 2196.0 457.0 2232.0 459.0 2380.0 461.0 2504.0 7.0 .0500 1094.0 .0400 1176.0 .0700 1283.0 .040 2090.0 .0700 2103 .045 2124 .07 2193.0 31335 32 1037.0 1204.0 377 344 377 461.0 1037.0 460.0 1045.0 455.0 1065.0 450.0 1094.0 438.55 1130.0 438.55 1140.0 450.0 1176.0 455.0 1184.0 460.0 1193.0 461.0 1204.0 461.0 1228.0 460.0 1231.0 458.0 1250.0 458.0 1283.0 455.0 1310.0 453.0 1342.0 453.0 1396.0 454.0 1486.0 455.0 1560.0 456.0 1600.0 456.0 1739.0 456.0 1889.0 456.0 2029.0 457.6 2090.0 455.0 2097.0 449.0 2103.0 449.0 2117.0 450.0 2124.0 456.0 2141.0 457.0 2168.0 460.0 2180.0 461.0 2193.0 NH NH Xl GR GR OR GR GR GR END AHH CROSS SECTION CONTRACTION AND EXPANSION COEFFICIENTS INCREASED TO CONTROL PROFILE DIPS OF GREATER THAN 0.50 FEET. 18JUL96 11:40:58 NC .055 .055 .035 .5 .7 X1 32150 40 3400 3525 160 180 170 X3 3040 470.0 6180 470.0 OR 470 1000 461 1600 461 1800 458 2000 459 2100 GR 457 2200 457 2220 459 2320 456.5 2620 455 2640 OR 457 2650 456.5 2680 459 2900 459 3100 460 3200 (IR 461.5 3300 460.5 3400 437 3427 437 3440 437 3470 OR 437 3475 437 3489 447 3505 460 3525 461.5 3650 GR 458 3920 459 3980 458 4240 456 4280 456 4350 GR 452 4350 453.5 4380 457.5 4400 458 4520 461 4720 OR 461 5110 462 5200 462 5460 464 5800 470 6180 NC 0.055 0.055 0.015 0. 0. 0. NH 5. .055 3390.5 ,015 3539,5 ,055 NH 5734. X1 32200. 62. 3390.5 3539.5 50. S0. X3 3050 470.0 6260 ET -9. 3380. 465. 463. 3552. 465. BT 3740. 464. 3880. 463.6 BT 4190. 466. 4340. 466.9 OR 472. 900. 467. 1310. 462. 1700. OR 456.5 2201. 456.5 2221. 461.5 2222. GR 460.5 2610. 456.5 2611. 460.5 2635. OR 465. 3380. 460. 3381. 461.5 3390.5 OR 463.0 3432.01 463.0 3434.99 445. 3435. OR 445. 3495. 463. 3495.01 463. 3497.99 (:IR 461.5 3539.5 460. 3550. 465. 3552. (IR 463.6 3880. 464. 3960. 466. 4190. OR 463.5 4340. 452.8 4365. 465.4 4365. OR 449.9 4380. 451.5 4389. 455.2 4396. OR 455.2 4397. 463.5 4411, 465.4 4411. GR 465.7 4534. 465.1 4634. 464. 4734. GR 464.4 5014. 466. 5734. X1 X2 X3 32230. 0. 0. 0. 50. 50. 0. 0. 0. 3050 470.0 6260 QT 4. 9400. 13200. 14900. 36200. NC 0.055 0.055 0.045 0.1 0.3 0. Xl 32250. 41. 3400. 3525. 1. 1. X3 3040 470.0 6180 OR 470. 1000. 461. 1600. 461, 1800. OR 457. 2200. 457. 2220. 459. 2320. OR 457. 2650. 456.5 2680. 459. 2900. OR 461.5 3300. 461.5 3300. 460.5 3400. GR 437. 3470. 437. 3475. 437. 3489. GR 461.5 3650. 458. 3920, 459. 3980. OR 456. 4350. 452. 4350. 453.5 4380. OR 461. 4720. 461. 5100. 462. 5200. GR 470. 6180. 0. 0. 0. 0. 1 18JUL96 11:40:58 4366. 50. 470.0 463. 465.4 460.5 459.5 461.0 450. 435.0 446.5 466. 466.9 465.4 465.4 466.9 463,2 50. 1. 470.0 1. 470.0 458. 456.5 459. 437. 447. 458. 457.5' 462. O. .02 O. 3600. 3960 4411 2000 2430 3000 3425 3455 3498 3600 4340 4366 4396 4411. 4834. 2000. 2620. 3100. 3427. 3505. 4240. 4400. 5460. 0. 4411. 466. 464. 466.8 461.5 459.5 462. 446.5 435 450.0 464. 465.4 450.7 465.4 466.8 463.5 459. 455. 460. 437, 460. 456. 458. 464. 0. PAGE 465.4 2200, 2520. 3280. 3432. 3475. 3505. 3740. 4340. 4366. 4397. 4434. 4934. 2100. 2640. 3200. 3440. 3525. 4280. 4520. 5800. 0. PAGE Ntt NH Xl OR OR GR GR OR OR GR OR GR 3570. 32305. 470. 467. 461. 464. 460. 437.7 455. 458. 451. 461. 464. 0.050 0.050 53. 50. 50. 1740 1975 2160 2232 2281 3200 3292 3369 3940. 1323. 0.055 1740. 0.060 2110. .045 2325. 0.055 4000. 2110. 2325. 55. 55. 55. 470. 50. 470. 50. 470. 50. 470. 50. 466. 135. 465. 220. 465. 1323. 461. 1335. 461. 1740. 461. 1740. 462. 1825. 463. 1890. 465. 2045. 465. 2110. 464. 2125. 463. 2140. 455. 2175. 450. 2204. 445. 2218. 440. 2225. 438. 2239. 440. 2245. 445. 2253. 450. 2263. 460. 2325. 461. 3050. 460. 3140. 459. 3180. 457. 3218. 455. 3265. 452. 3283. 451. 3289. 452. 3308. 455. 3329. 459. 3350. 460. 3360. 462. 3400. 461. 3570. 462. 3910. 463. 3930. 465. 3970. 470. 4000. NH 6. 0.050 1273. 0.055 1568. 0.060 1940. 0.045 2150. 0,055 NH 3840. 0.050 3960. Xl 32725. 53. 1940. 2150. 380. 520. 420. GR 470. 0.0 470. 0.0 470. 0.0 470. 0.0 470. 0.0 GR 465. 0,0 464. 90. 465. 180. 465. 1273. 461. 1285. GR 461. 1568. 453. 1592. 453. 1842. 464. 1895. 464. 1895. GR 463. 1940. 460. 1960. 455. 1981. 450. 2002. 445. 2018. GR 440. 2025. 439. 2030. 438.2 2040. 439. 2050. 440. 2053. 445. 461· 459. 459. 459. 464. QT 4. NH S. NH 3560. Xl 33145. X3 10. GR 470· OR 465. GR 452. OR 463. GR 450. GR 439. GR 460. GR 462. GR 462. NH Xl X3 OR GR GR OR GR 1 OR OR OR (IR NH NH Xl X3 OR GR GR GR OR GR NH NH X1 X3 OR GR GR NH X1 (IR GR GR (IR GR NH NH X1 GR GR GR GR GR 1 33470. 10. 470. 459.72 462. 445. 440. 18JUL96 461. 456.2 460. 461.2 5. 1845. 34260. 10. 470· 452. 453. 450. 439. 460. 461. 5. 1575. 34850. 10. 465. 462.0 455. 440. 462. 5. 1575. 34950. 470. 463.48 462. 455. 440. 464. 4. 6. 3960. 36970. 483. 473. 465. 442.7 466.5 463. 473. 18JUL96 3070. 2070. 2165. 3350. 3677. 3710. 3875. 9400. 0.050 42. -175. 1305.9 1485. 1752. 1825. 1870· 1930. 2005. 3510. O. 055 43. 0.0 976.00 1360. 1432. 1491. 11:40:58 1580. 1650. 1815. 2245. 0.055 34. O. 0.0 1000.0 1166.4 1319. 1350. 1392. 1620. 0.050 25. O. 0.0 1038. 1341. 1410. 1484. .050 28. -380. O. 1038. 1341. 1410. 1520. 10000. 0.060 0.050 31. 1000. 1810. 2900. 2970. 3140. 3670. 4070. 11:40:58 .OS 450. 461. 455. 458. 460. 465. 13200. 1305.9 1390. 470. 460.33 451.75 462. 445. 440. 461. 461. 470. 1310.0 1135. 465. 460.0 461. 440. 445. 462. 454. 460. 461. 1201. 868. O. 465. 451.5 461.64 445. 440. 461. 461. 648. 1310. 0. 465. 463. 450. 445. 464. 355. 1310. 465. 463. 463. 450. 445. 466. 13800. 1200· 4070. 2900. 477.5 474. 458. 450.6 465. 459. O. 1540. 2080. 2500. 3605. 3681. 3825. 3890. 14900. 0.055 1960. -175. 1315. 1515. 1779. 1835. 1878. 1938. 2039. 3560. 0.060 1603. 0.0 1010. 1382. 1460. 1510. 1592. 1670. 1965. 2515. 0.060 1520. O. 0.0 1037.5 1201.0 1328. 1357. 1415. 1825. 0.055 1533. O. 648. 1210. 1380. 1428. 1533. .055 1520. -380. 62. 1210. 1380. 1428. 1560. 15600. 0.050 O. 3060. 1050. 2155. 2930. 2975. 3280. 3740. O. .O6 455. 463. 452. 457. 461. 470. 36200. 1420.6 385. 470. 460.55 452. 461. 440. 445. 462. 461. 1360. 315. 465. 460.2 460. 439. 450. 463. 454. 458. 466. 1280. 830. O. 465. 452. 461.0 440. 445. 462. 462. 1005. 520. O. 461. 464. 445. 450. 465. loos. 110. 464. 462. 464, 445. 450. 467. 36200. 2155. O. 2020. 475. 469. 453.5 454. 462. 459. O. 2100. 2090. 2700. 3615. 3689. 3840. 3960. 0.060 290. -175. 1350.1 1545. 1789. 1848. 1889. 1951. 2750. 0.045 260. 958.00 1135. 1391. 1465. 1520. 1603. 1745. 2005. 2537. 0.045 250. O. 853. 1075. 1280, 1337. 1363. 1445. 1830. 0.060 640. O. 660. 1270. 1388. 1435. 1548. .060 90. -260. 190. 1270. 1388. 1435. 1575. 0.060 O. 2020. 1200. 2360. 2930, 2985. 3400. 3870. O. .045 460. 463. 455. 457. 462. 1752. 420· 470. 460.64 453. 460. 439. 450. 463. 460. 1603. 325. 465.00 453. 455. 439.5 455. 460. 456.2 458. 1392. 790. O. 461.2 452. 460. '439. 450. 463. 466. 1310. 590. O. 461. 464.3 440. 455. 466. 131o. 100. 463. 461. 464.3 440. 455. 2900. O. 2020. 475. 466. 444. 456. 462. 461.5 0. 2270. 2124. 2805. 3628. 3694. 3850. 0.045 -175. 1390. 1620. 1795. 1852. 1898. 1960. 2800. 0.055 959.00 1220. 1419. 1475. 1534. 1609. 1765. 2065. 0.055 0. 868. 1075. 1291. 1340. 1372. 1472. 1845. 0.045 0.0 0. 660. 1310. 1390. 1442. 1560. · 045 -240. 355. 1310. 1390. 1442. 0. 045 0. 1430. 2560. 2930. 2990. 3430. 3960. O. .055 461. 460. 459. 458. 463. 1960. 465. 453. 463. 455. 438.4 455. 463. 460. 2537. 465. 462. 450. 439. 460. 460. 458. 460. 1825. O. 453. 452. 455. 438.8 455. 464. 1533. 0.0 O. 461. 460. 439.3 460. 467. 1520. 463. 461. 460. 439.3 460. 3060. O. 473.8 466. 440. 465. 464.5 463.5 O. 2755. 2150. 2885. 3632. 3702. 3865. 0.055 -175. 1420.6 1660. 1810. 1862. 1903. 1969. 3500. 960.00 1310. 1432. 1485. 1565. -- 1628. 1785. 2100. 0.050 0. 900.8 1075. 1304. 1345. 1381. 1520. 0. 055 0.0 O. 1005. 1338. 1394. 1470. 1575. · 055 -70. 1005. 1338. 1394. 1465. 0.060 0. 1510. 2850. 2937. 3060. 3570. 3990. 0. .O5 PAGB PAGE 10 NH NH Xl GR OR (IR NH NH Xl (IR GR (IR GR 38200. 473.2 468. 462. 464. 441. 462. 460. 451. 460. 470. 2310. 39290, 474. 464. 464. 441.88 458. 466. 4710. 39440. 502. 484. 477. 464. 462.5 481.5 485. 49. 1000. 1540. 1930. 2125. 2185. 2295. 2480. 2560. 2720. 2840. .05 30. 1000. 1~27s. 1525. 1580. 1750. 2180. 0.060 0.055 34. 1000. 1800. 3450· 4000. 4150. 4880. 5600. 2100. 472. 466. 464· 462. 444. 462. 458. 452· 462. 472. 1275. 1525. 472 462 462 445 458 468 1050. 6040. 4040. 491.6 483. 477.3 468. 468.5 483. 488. 2270. 1250· 1570. 2050· 2135. 2200. 2340. 2500. 2580. 2755. 2860. ·055 1675. 1030. 1320. 1540. 1600. 1950. 2190. 0.060 0. 4150. 1050. 2000· 3610. 4025. 4210. 4970. 5730. 1150. 470. 464. 466. 460. 450. 464. 456. 454. 464. 474. 1540. 980. 470. 460.3 460. 450. 460. 470. 2000. 0. 150. 490. 480. 471.5 464· 462.8 484. 493.5 950. 1360· 1600. 2070. 2142. 2215. 2390. 2515. 2600, 2780. 2950. · O45 1110. 1070. 1345. 1550. 1615. 2000. 2200. 0.055 0. 280· 1160. 2100. 3730. 4040. 4400. 5080. 5830. 1230. 468· 462. 467.4 450. 460. 464. 454. 456. 466. 474.4 1675. 1090. 468. 462. 450. 460. 462. 472. 4040. 0. 150. 487. 480. 465. 444. 464. 482. 500. 1400. 1650. 2100. 2160· 2255. 2440. 2530. 2620. 2800. 3070. .055 1115. 1400. 1560. 1675. 2150. 2240. 0.045 0. 1330. 2200. 3790. 4090. 4600. 5380. 6040. NH 6 .05 1090 .05 2380 .055 3760 .045 NH 4950 ·055 6200 X1 39490 33 4030 4310 50 50 50 GR 502 1000 491.5 1090 479 2380 478.5 2480 (IR 477.5 3060 478.2 3175 477 3320 477 3470 G~ 465 3782 462.7 3885 462.3 3895 463 3914 GR 462.8 3985 467.5 4030 463 4045 454.3 4155 GR 442 4193 443.5 4217 462.5 4257 468·5 4310 GR 464 4635 478.2 4670 478.5 4950 483.5 5380 OR 495 5940 499 6120 500 6200 36200 2000 15400 .055 4040 QT 4 9900 13700 NH 6 .05 1050 NH 4710 .055 6040 1 11:40:58 18JUL96 ·055 · 045 Xl 39540 GR 502 GR 484 GR 477 GR 464 GR 462.5 OR 481.5 OR 485 QT 4 NH 6 NH 5410 Xl 40650 GR 501 GR 488.5 GR 468.2 GR 451.2 GR 463 OR 482.5 OR 497.8 UT 4 NH 6 NH 3350 X1 48000 GR 503 GR 465.6 GR 459 GR 448.5 GR 465.5 GR 487.8 GR 498.4 UT 4 NH 6 NH 4585 Xl 51350 GR 509 468. 461. 466. 444. 462. 462. 452. 458. 468. 2175~ 466. 464. 445. 460. 464. 474. 4150. 0. 487. 477. 463. 442. 466.5 482. 0. 4670 478 478 464 442 478.5 483.5 4150 1450. 1760. 2120. 2170. 2270. 2460. 2535. 2670. 2820. .05 1200. 1450· 1565. 1710· 2175· 2310. 0.060 0. 1530. 2480. 3900. 4110· 4710. 5460. 0. .O5 2670 3760 3965 4183 4505 5520 .O5 PAGE 34 4040 4150 S0 50 50 1000 491.6 1050 490 1160 487 1330 487 1530 1800 483 2000 480 2100 480 2200 477 2480 3450 477.3 3610 471.5 3730 465 3790 463 3900 4000 468 4025 464 4040 444 4090 442 4110 4150 468.5 4210 462.8 4400 464 4600 466.5 4710 4880 483 4970 484 5080 482 5380 482 5460 5600 488 5730 493.5 5830 500 6040 6600 9100 10200 36200 .06 1200 .055 3750 .06 4730 .045 4815 .045 .04 6200 32 4730 4815 1400 800 1110 1000 497 1200 491.5 1800 489 2400 490.2 2700 2950 489 3240 487.8 3750 480 4050 473 4180 4320 465 4500 465 4600 465.5 4630 464.8 4730 4770 440 4780 440 4800 449 4810 457.8 4815 4860 467 4870 464 5080 465 . 5120 471 5170 5410 484.2 5550 483.8 5790 486.8 5950 495.5 6130 6150 499 6200 5300 8000 9800 36200 .06 1540 .055 2330 .055 2370 .045 2445 .06 .06 5200 32 2370 2445 5700 2900 7350 1300 490 1450 482.2 1490 482.5 1540 474 1590 1710 464.8 1740 464.5 1880 467.2 1890 469 2330 2355 457 2370 445.6 2375 446 2385 446.8 2395 2405 454 2410 462.3 2430 466.5 2445 471 2500 2830 467.8 3060 467.8 3170 475 3240 474.5 3350 3380 489 3570 491 3980 491 4330 488.5 4740 5020 501.5 5200 4000 7000 9400 36200 · 05 1400 .05 2930 .055 4160 .045 4515 ·058 .06 5420 30 4160 4515 3600 3700 3350 1000 504 1100 492.6 1400 490.5 1600 487 1850 11 ¸ T GR 479 2030 474.5 2230 472.8 2470 472.5 2690 474 2930 GR 471.3 3140 469.6 3400 468.7 3600 468.5 3800 468.5 3870 GR 470.5 4000 470.5 4100 470.3 4160 446.5 4200 447.5 4238 GR 470.3 4280 471 4315 469.4 4415 470.2 4515 483.8 4585 OR 482 4615 484 4675 498 5215 S00 5330 505.5 5420 NH 6 .OS 1300 .055 3400 .05 5570 .045 5670 .058 NH 6120 .055 6230 Xl 53350 34 5570 5670 1650 1750 2000 GR 510 1000 498 1200 492 1300 479 1850 476 1900 (IR 474 2100 472.5 2500 474 2750 472 3400 467 3450 (IR 469 3510 472.5 ~ 3700 472.5 3740 470 4000 472 4700 GR 475 5170 470 5300 473 5360 472 5470 456 5570 GR 450 5580 448 5590 450 5600 450 5620 451 5630 GR 460 5650 467 5670 473 5700 472 5900 473 6000 GR 478 6100 481.4 6120 490 6170 510 6230 1 18JUL96 11:40:58 PAGE 12 NH' 6 .04 1300 .055 1900 .06 4250 .045 4340 .06 NH 4480 .055 4540 X1 55590 23 4250 4340 2000 2200 2240 GR 501.5 1000 493 1100 487 1300 484 1500 486 1550 GR 489 1900 480 2000 475 2500 475 2600 471 3000 C.~ 472 3600 472 3900 473 4000 476 4240 470 4250 OR 452.4 4300 452.4 4325 472 4340 474 4390 472.5 4410 GR 473 4440 483 4480 502 4540 NH 6 .05 1850 .052 4120 .055 4335 .045 4415 .058 NH 4630 .06 4800 Xl 56940 33 4335 4415 1250 1250 1350 GR 502 1000 499.4 1070 494.5 1720 490.8 1850 477.8 2090 (IR 474.5 2330 474.6 2480 472.4 2820 475.6 2980 473.~. 3120 (IR 472 3300 475 3640 475 3760 473.4 3850 469 3880 GR 469 3920 474 3930 475.8 3980 475.3 4120 472 4290 GR 462 4335 454.5 4340 451 4345 449.2 4355 449 4360 OR 452 4370 467 4400 474 4415 473 4440 473.8 4445 OR 476 4630 500 4760 502 4800 1 18JUL96 11:40:58 SE(~IO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VIX)B VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT *PROF 1 0 CCHV- .100 CHHV- .300 *SECNO 25530.000 3470 ENCROACI~dENT STATIONS-. 2494.0 2742.0 TYPE- SLENCL- 470.00 ELENCR- 470.00 25530.000 16.61 451.01 .00 451.01 451.44 12800.0 .0 12800.0 .0 .0 2433.1 .00 .00 5.26 .00 .000 .035 .000628 700. 700. 560. 0 0 *SECNO 25770.000 3470 ENCROACHMENT STATIONS- 2495.0 2780.0 TYPE- ELEIi~2L- 470.00 ELENCR- 470.00 25770.000 16.69 451.29 .00 .00 451.57 12800.0 .0 12800.0 .0 .0 3038.1 .02 .00 4.21 .00 .000 .035 .000367 240. 240. 240. 2 0 1490 NH CARD USED *SECHO 26830.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3470 ENCROACHMENT STATIONS- 2619.0 5200.0 TYPE= ELENCL- 470.00 ELENCR- 470.00 26830.000 15.41 451.71 .00 .00 452.16 13300.0 .0 13300.0 .0 .0 2464.9 · 07 .00 5.40 .00 .000 .035 .000835 1030. 1010. 960. 2 0 TARGET- .43 .0 .000 0 .28 .0 .000 0 [(PATIO - TARGET- .45 .0 .000 0 }IL OLOSS L-BANKELEV VOL TWA R-BANKELEV WTN ELMIN SSTA CORAR TOPWID ENDST 248.000 .00 .00 455.33 .0 .0 470.00 .000 434.40 2512.48 .00 216.69 2729.17 285.000 .11 .02 455.33 15.1 1.3 470.00 .000 434.60 2511.44 .00 253.17 2764.60 .69 2581.000 .54 .05 457.35 78.9 7.2 452.00 · 000 436.30 2642.14 .00 256.77 3099.29 PAGR 13 1490 NH CA~ USED I 18JUL96 11: 40: 58 SECNO DEPTH CWSEL C~IWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL ~NCH XNR ~ ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID *SECNO 26880.000 3265 DIVIDED FLOW 26880.000 15.68 451.88 .00 .00 452.21 13300.0 .0 13300.0 .0 .0 2875.9 .07 .00 4.62 .00 .000 .037 .000674 32. 50. 479. 2 0 1490 NH CARD USED *SEC/qO 27165.000 3265 DIVIDED FLOW .33 .0 .000 0 .04 81.9 .000 .00 .01 7.5 436.20 292.57 27165.000 16.07 452.17 .00 .00 452.40 .23 .18 .01 13300.0 .0 7998.5 5301.5 .0 1690.9 2706.8 103.1 11.5 · 09 .00 4.73 1.96 .000 .037 .040 .000 436.10 · 000700 240. 284. 201. 2 0 0 .00 1255.42 1490 NH CARD USED *SECHO 27449.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED K~ATIO - 3265 DIVIDED FLOW 1.51 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 27449.000 16.85 452.45 .00 .00 452.54 .09 .12 .01 13300.0 .0 6346.4 6953.6 .0 2434.2 3354.0 133.8 18.6 .12 .00 2.61 2.07 .000 .044 .036 .000 435.60 .000308 240. 284. 248. 2 0 0 ~ .00 1170.49 1490 NH CARD USED *SECHO 27748.000 1530 MANNINGS N VALUES FOR CHANNEL CO{4POSITED .07 3849.6 .036 0 3265 DIVIDED FLOW 27748.000 17.35 452.55 .00 .00 452.62 13300.0 .0 5983.3 7316.7 .0 2407.7 .16 .00 2149 1.90 .000 .043 .000269 324. 299. 262. 2 0 .O8 172.0 .000 .00 i 18OI]L96 11:40:58 .00 26.4 435.20 1345.54 SECHO DEPTH C~SEL CHIWS WSELK EG HV IlL OLOSS Q QLOB QCH OROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID 1490 NH CARD USED *SEC~O 27992.000 3265 DIVIDED FLOW 27992.000 17.01 452.61 .00 .00 452.70 .09 .07 .00 13300.0 .0 7985.0 5315.0 .0 2782.2 3558.9 212.9 35.2 .19 .00 2.87 1.49 .000 .037 .039 .000 435.60 .000247 213. 244. 309. i 0 0 .00 1257.10 1490 NH CARD USED *SECNO 28168.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW L-BANK ELEV R-BANK ELEV SSTA ENDST 461.50 457.50 1051.73 1524.38 461.50 459.00 1026.27 2510.86 460.30 457.50 1044.68 2670.60 460.00 456.50 1099.83 2738.82 L-BANK ELEV R-BANK ELEV SSTA ENDST 460.00 458.60 1070.55 2569.49 PAGE PAGE 14 15 28168.000 16.09 452.69 .00 .00 452.74 .05 .04 .00 460.00 13300.0 .0 4904.6 8395.4 .0 2387.8 4893.8 .22 .00 2.05 1.72 .000 .043 .036 .000183 167. 176. 223. 2 0 0 1490 NH CARD USED *SECNO 28492.000 1530 MANNINGS N VALUES FOR CHANNEL CO, POSITED 3265 DIVIDED FI~OW 244.9 41.3 458.80 .000 436.60 1050.24 .00 1210.32 2450.09 28492.000 16.44 452.74 .00 .00 452.80 .06 .06 .00 13300.0 .0 5006.5 8293.5 .0 2350.3 4522.9 295.7 49.6 · 27 .00 2.13 1.83 .000 .043 .036 .000 436.30 · 000198 406. 324. 307. i 0 0 .00 1114.02 1490 NH CARD USED *SECNO 28720.000 1530 MANNINGS N VALUES FOR CHANNEL COMFOSIT~D 3265 DIVIDED FLOW 28720.000 16.00 452.80 .00 .00 452.88 .08 .07 .01 13300.0 .0 5911.2 7388.8 .0 2313.6 3637.9 339.6 57.2 .30 .00 2.55 2.03 .000 .042 .037 .000 436.80 .000283 173. 228. 338. 0 0 0 .00 1024.32 i 18JUL96 11: 40: 58 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID 1490 NHCARDUSED *SECNO 28890.000 1530 ~a/~NINGS N VALUES FOR CHANNEL ~SITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3470 ENCROACHMENT STATIONS- .0 2526.0 TYPE- 28890.000 15.70 452.80 .00 .00 452.99 13300.0 .0 8561.4 4738.6 .0 2145.4 .32 .00 3.99 2.14 .000 .044 .000767 153. 170. 194. 2 0 KRATIO =. .61 TARGET- 2525.999 .18 .08 .03 2218.0 361.4 61.7 .040 .000 437.10 0 .00 1019.57 1490 NH CARD USED *SECNO 29124.000 3265 DIVIDED FLOW 29124.0'00 15.45 13300.0 .0 .33 .00 .000889 161. 460.00 459.20 1246.88 2563.29 460.00 458.60 1309.83 2504.17 L-BANK ELEV R-BANK E .LKV_ SSTA ENDST 512.00 460.00 1326.66 2526.00 452.85 .00 .00 453.27 .42 .21 .07 462.00 13045.2 254.8 .0 2489.7 221.3 383.2 67.1 459.00 5.24 1.15 .000 .038 .040 .000 437.40 1303.75 234. 337. 2 0 0 .00 540.02 2332.25 1490 NH CARD USED *SECNO 29651.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 29651.000 15.44 453.50 .00 .00 453.67 .17 .38 .02 13300.0 .0 9521.1 3778.9 .0 2561.9 1808.6 423.2 74.3 .37 .00 3.72 2.09 .000 .044 .040 .000 438.06 .000635 600. 527. 404. 2 0 0 .00 841.65 1490 NH CARD USED *SECNO 29831.000 i 18JUL96 11:40:58 SE(~O DEPTH CWSEL CRIWS WSELK EG HV }IL OLOSS Q QLOB Q(/H QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH ~ WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID 462.00 457.40 1202.90 2579.00 L-BANK ELEV R-BANK EL~V SSTA ENDST PAGE PAGE 16 17 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 29831.000 15.51 453.65 .00 .00 453.77 .12 .09 .00 13300.0 .0 7498.2 5801.8 .0 2467.4 2327.8 443.0 77.7 .39 .00 3.04 2.49 .000 .042 .036 .000 438.14 .000390 171. 180. 197. 0 0 0 .00 727.21 1490 NH CARD USED *SECNO 30027.000 1530 MANNINGS N VALUES FOR CHAI~NEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 30027.000 15.45 453.68 .00 .00 453.95 13300.0 .0 10268.7 3031.3 .0 2267.1 .41 .00 4.53 2.90 .000 .045 .001058 148. 196. 299. 2 0 1490 NH CARD USED *SECNO 30384.000 3265 DIVIDED FLOW 30384.000 15.81 453.95 .00 .00 454.42 13300.0 .0 11557.9 1742.1 .0 2010.8 5.75 3.80 .000 .036 .43 .00 .001169 371. 357. 410. 0 0 1490 NH CARD USED *SECNO 30604.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 30604.000 15.78 454.33 .00 13300.0 .0 11002.3 2297.7 .44 .00 5.64 3.93 .002051 269. 220. 319. .00 454.78 .0 1949.4 .000 .047 2 0 I 18JUL96 11: 40: 58 KRATIO - .28 1045.4 .042 0 .48 458.9 .046 0 .45 583.9 .046. 0 .61 .14 465.2 .000 .00 .41 489.8 .000 .00 .36 503.6 .000 .00 .05 81.5 438.23 555.16 .O6 85.4 438.14 325.16 .00 87.6 438.55 447.02 SECNO DEPTH CWSEL CRIWS WSELK EG }IV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH~ VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID 1490 NH CARl) USED *SECNO 30958.000 3265 DIVIDED FLOW KRATIO - .13 3809.2 .041 0 2.18 291.8 .045 0 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE P. ANGE, 3302 WARNING: 30958.000 16.40' 454.95 .00 .00 455.08 13300.0 .0 3826.6 9473.4 .0 1070.5 .47 .00 3.57 2.49 .000 .037 .000424 303. 354. 302. 2 0 1490 NH CARD USED *SECNO 31335.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 2.20 .27 531.1 .000 .00 .41 556.0 .000 .00 3265 DIVIDED FLOW 3301 HI/' CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 31335.000 15.68 454.23 454.23 .00 456.41 13300.0 .0 11723.2 1576.8 .0 939.9 .48 .00 12.47 5.40 .000 .044 .008800 377. 377. 344. 5 11 .03 92.3 438.55 831.58 .62 97.0 438.55 332.36 462.00 458.00 1180.99 2411.82 462.00 460.00 1161.29 2106.98 462.00 460.00 1077.61 1980.95 461.00 461.00 1044.82 1914.45 L-BANK ELEV R-BANK ELEV SSTA ENDST 461.00 462.00 1076.16 2192.68 461.00 461.00 1069.46 2135.99 PAGE 18 CCHV- .500 CEHV- .700 *SECI~O 32150. 000 3265 DIVIDED FLOW 3301 HV CHANGED~ORETHANHVINS 3302 18~Jb96 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 11:40:58 KRATIO m SECNO DEPTH 'CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH ~ SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 3.02 EL OLOSS L-BANKRLEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST PAGE 19 3470 ENCROACIiMENT STATIONS- 3040.0 6180.0 TYPE- i TARGET- ELENCL- 470.00 ELENCR- 470.00 32150.000 19.60 456.60 .00 .00 457.45 .85 13300.0 .0 13029.1 270.9 .0 1740.0 184.7 .49 .00 7.49 1.47 .000 .035 .OSS .000962 160. 170. 180. 2 0 0 1490 NH CARl) USED *SECNO 32200.000 3265 DIVIDED FLOW 3140.000 .37 .66 460.S0 562.2 98.1 460.00 .000 437.00 3404.48 .00 242.69 4395.48 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD- 463.60 MAX EhLC- ******** 3470 ENCROACI~4E~T STATIONS- 3050.0 6260.0 TYPE- i TARGET- RLENCL- 470.00 ELENCR- 470.00 32200.000 21.50 4$6.50 .00 .00 457.80 1.31 13300.0 .0 12521.4 778.6 .0 1331.9 178.3 .49 .00 9.40 4.37 .000 .015 .021 .000554 50. SO. S0. 2 0 0 *SEC~IO 32230.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD- 9 MIN BLTRD- 463.60 ~ BLLC- ******** 3470 ENCROACHMENT STATIONS~ 3050.0 6260.0 TYPE- i TARGET- ELENCL- 470.00 ELENCR- 470.00 32230.000 21.54 456.54 .00 .00 457.84 1.30 13300.0 .0 12516.3 783.7 .0 1336.2 179.8 .49 .00 9.37 4.36 ~000 .015 .021 .000549 50. 50. 50. 0 0 0 I 18JELL96 11:40:58 SECNO DEPTH CWSEL CRIWS WSELK EG HV O QLOB (}CH QROE ALOB ACE AROB TIME VLOB VCH VROB XNL ]iNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CCHV- .100 CEHV- .300 *SECNO 32250.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 3470 ENCROACIiMEIqT STATIONS- 3040.0 6180.0 TYPE- i TARGST- ELENCL- 470.00 ELENCR- 470.00 3210.000 .04 .32 461.50 564.2 98.4 461.50 .000 435.00 3405.51 · 00 153.82 4399.19 3210.000 .03 .00 461.50 565.9 98.5 461.50 .ooo 435.00 3405.40 .00 154.20 4399.25 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST .66 3140.000 PAGE 457.93 .35 .00 .10 32250.000 20.58 457.58 .00 .00 9400.0 .0 8978.2 421.8 .0 1855.5 324.0 566.0 98.S .49 .00 4.84 1.30 .000 .045 .055 .000 437.00 .000631 1. 1. 1. 2 0 0 .00 290.55 1490 NH CA~DUSED *SECNO 32305.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, K~ATIO = .45 32305.000 19.69 457.3.9 .00 .00 458.11 .72 .07 .11 9400.0 .0 7956.6 1443.4 .0 1101.3 382.3 568.3 98.9 · 49 .00 7.22 3.78 .000 .045 .055 .000 437.70 .003107 55. 55. 55. 2 0 0 .00 264.81 1490 NH CARDUSED *SECNO 32725.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 18JUL96 11:40:58 460.50 460.00 3403.35 4420.87 465.00 460.00 2167.83 3341.55 SECNO DEPTH CWSBL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANKELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA __ SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID ENDST 3302 WARNING: 2.13 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE P, ANGE, KRATIO - 32725.000 20.34 458.54 .00 .00 458.71 .16 .54 .06 463.00 9400.0 2964.9 5760.1 674.9 1505.2 1479.4 548.0 592.8 104.0 461.00 .53 1.97 3.89 1.23 .060 .045 .055 .000 438.20 1575.38 .000686 380. 420. 520. 2 0 0 .00 721.03 3706.33 1490 NH CARDUSED *SECNO 33145.000 3265 DIVIDED FLOW 463.00 3495 OV~RBANKAREAASSD~4ED NON-EFFECTIVE, ELLEA- 460.64 ELREA- 33145.000 20.48 458.88 .00 .00 459.05 .17 .34 .00 460.64 9400.0 .0 940.0.0 .0 .0 2842.7 .0 622.2 108.7 463.00 .57 .00 3.31 .00 .000 .055 .000 .000 438.40 1397.06 .001018 385. 420. 290. 3 0 0 .00 372.01 1923.93 1490 NH CARDUSED *SECNO 33470.000 3265 DIVIDED FLOW 463.00 460.20 ELREA- 3495 OVERBANK AREA ASSIR~ED NON-EFFECTIVE, ELLEA- 33470.000 20.10 459.10 .00 .00 459.38 .29 .30 .03 9400.0 .0 9400.0 .0 .0 2191.2 .0 640.9 111.2 · 59 .00 4.29 .00 .000 .038 .000 .000 439.00 .000854 315. 325. 260. 2 0 0 .00 296.32 1490 NH CARD USED *SECHO 34260.000 3265 DIVIDED FLOW i 18JUL96 11:40: 58 SECNO DEPTH CWSEL CHIWS WSELK EG }IV }IL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VEOB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID 460.20 463.00 1148.01 1559.41 L-BANK ELEV R-BANK ELEV SSTA PAGE PAG~ 21 22 3495 OVERBANKAREAASS%~4EDNON-EFFECTIVE, ~?.?.~. 461.20 ELREA- 464.00 34260.000 21.03 459.83 .00 .00 459.95 .12 .55 .02 461.20 9400.0 .0 9400.0 .0 .0 3316.1 .0 690.9 117.7 464.00 · 66 .00 2.83 .00 .000 .049 .000 .000 438.80 873.48 · 000588 830. 790. 250. 2 0 0 .00 420.45 1391.63 1490 NH CARD USED *SECNO 34850.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNINg: CONVEYANCE CFdtNGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - ,.52 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA- 464.30 ELREA- 464.00 34850.000 20.70 460.00 .00 .00 460.74 .73 .60 .18 464.30 9400.0 .0 9400.0 .0 .0 1367.5 .0 722.6 121.4 464.00 .69 .00 6.87 .00 .000 .045 .000 .000 439.30 1337.98 .002163 520. 590. 640. 2 0 0 .00 132.05 1470.03 1490 NH CARD USED *SECNO 34950.000 34950.000 20.93 460.23 .00 .00 460.95 .72 .21 .00 464.30 9400.0 .0 9400.0 .0 .0 1384.9 .0 725.8 121.7 464.00 .69 .00 6.79 .00 .000 .045 .000 .000 439.30 1336.47 .002070 110. 100. 90. 2 0 0 .00 131.76 1468.23 1490 NH CARD USED *SECNO 36970.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANC~ CS{ANG~ OUTSIDE OF ACCePTABLE RANGE, KRATIO - 1.43 36970.000 23.67 463.67 .00 .00 464.01 .33 3.02 .04 465.00 10000.0 .0 7483.5 2516.5 .0 1428.4 1337.1 822.0 141.0 465.00 .82 .00 5.24 1.88 .000 .040 .060 .000 440.00 2905.69 .001147 2020. 2020. 2020. 2 0 0, .00 700.74 3991.45 i 18JUL96 11:40: 58 SEC~O DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK EL~V TIM~ VLOB VCH VROB XNL 'XNCH XNR WTN E~IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID ENDST 1490 NH CARD USED *SECNO 38200.000 3265 DIVIDE~ FLOW 3302 WARNXNO: CONVEYANCE (~E OUTSIDE OF ACCEPTABLE RANGE, ~3.ATIO - 2.09 38200.000 23.50 464.50 .00 .00 464.58 .07 .54 .03 467.40 10000.0 835.4 4694.6 4470.0 1096.5 1740.3 2611.9 924.3 162.9 462.00 .97 .76 2.70 1.71 .060 .045 .055 .000 441.00 1592.55 · 000264 1150. 1230. 950. 2 0 0 .00 1123.61 2784.96 1490 NH CARD USED *SECNO 39290.000 39290.000 22.91 464.79 .00 .00 464.89 .09 .30 .01 464.00 10000.0 462.7 5606.5 3930.8 532.8 1843.4 2661.8 1054.6 187.9 460.00 1.10 .87 3.04 1.48 .055 .043 .055 .000 441.88 1245.30 .000294 980. 1090. 1110. 2 0 0 .00 931.68 2176.98 1490 NH CARD USED *SECNO 39440.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS PAGB 23 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 39440.000 22.50 464.50 .00 .00 465.15 10000.0 155.8 9561.8 282.4 163.6 1445.3 1.11 .95 6.62 .96 .055 .045 .001436 150. 150. 280. 2 0 1490 NH CARD USED *SECNO 39490.000 i 18JUL96 11:40:58 SECNO DEPTH CWSEL CRIWS WSELK EG Q QLOB QCH QROB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC KRATIO - .45 .65 .10 .17 464.00 294.4 1071.0 191.8 462.50 .060 .000 442.00 3817.37 0 .00 596.54 4622.11 HV HL OLOSS L-BANKELEV AROB VOL TWA R-BANK ELEV XNR WTN EI~4IN SSTA ICONT COP. AR TOPWID ENDST PAGE 24 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 39490.000 23.01 465.01 .00 .00 465.24 10000.0 366.0 9630.9 3.1 322.1 2451.1 1.11 1.14 3.93 .53 .045 .045 .000669 50. 50. 50. 2 0 1490 NH CARD USED *SECNO 39540.000 3265 DIVIDED FLOW 39540.000 22.83 464.83 .00 .00 465.38 9900.0 234.9 9177.7 487.5 228.2 1481.1 1.11 1.03 6.20 1.23 .055 .04S .001219 50. 50. 50. 2 0 1490 NH CARD USED *SECNO 40650.000 3265 DIVIDED FLOW 40650.000 26.08 466.08 .00 .00 466.33 6600.0 140.9 5644.2 814.9 259.3 1329.0 1.19 .54 4.25 1.67 .060 .045 .000531 1400. 1110. 800. 2 0 1490 NH CARD USED *SECNO 48000.000 3265 DIVIDED FLOW 48000.000 23.16 468.76 .00 .00 468.85 5300.0 1435.3 3303.8 560.8 1362.7 1117.0 2.03 1.05 2.96 .59 .055 .045 .000268 5700. 7350. 2900. 3 0 KRATIO - 1.46 .23 .05 .04 467.50 5.8 1073.7 192.4 468.50 .045 .000 442.00 3781.98 0 .00 476.61 4637.49 .55 .04 .10 464.00 396.4 1076.S 193.0 462.50 .050 .000 442.00 3799.44 0 .00 646.17 4636.44 .24 .91 .03 464.80 487.4 1128.2 208.8 457.80 .045 .000 440.00 4439.14 0 .00 623.32 5129.02 .09 2.51 .02 457.00 947.3 1488.5 311.0 466.50 .060 .000 445.60 1664.81 0 .00 1294.57 3179.37 I 18JUL96 11: 40: 58 SECNO DEPTH CWSEL CRIWS WSELK EG Q QLOB QCH QROB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC 1490 NH CARDUSED *SECNO 51350.000 3265 DIVIDED FLOW 51350.000 23.05 469.55 .00 .00 469.62 4000.0 120.7 3879.3 .0 382.3 1754.0 2.47 .32 2.21 .00 .055 .045 .000182 3600. 3350. 3700. 3 0 1490 NH CARDUSED *SECNO 53350.000 }IV HL OLOSS L-BANK ELEV AROB VOL TWA R-BANK ELEV XNR WTN ELMIN SSTA ICONT COP. AR TOPWID ENDST .07 .77 .00 470.30 .0 1711.2 392.4 470.20 .000 .000 446.50 3409.98 0 .00 675.05 4434.39 PAGE 25 3265 DIVIDED FLOW 53350.000 21.83 469.83 .00 .00 469.89 .06 .27 4000.0 721.6 3271.9 6.5 766.3 1588.0 20.0 1810.1 2.76 .94 2.06 .33 .050 .045 .058 .000 .000104 1650. 2000. 1750. 2 0 0 .00 1490 NH CARD USED *SE(NO 55590.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 55590.000 17.77 470.17 .00 .00 470.42 4000.0 .0 4000.0 .0 .0 1013.9 2.92 .01 3.95 .00 .060 .045 .000654 2000. 2240. 2200. 2 0 1490 NH CARD USED *SE(NO 56940.000 3265 DIVIDED FLOW KRATIO - .4O .00 456.00 412.5 467.00 448.00 3421.70 333.96 5684.15 .24 .47 .06 470.00 .0 1895.1 422.8 472.00 .000 .000 452.40 4249.71 0 .00 88.89 4338.60 56940.000 21.92 470.92 .00 .00 471.10 .18 .68 4000.0 335.1 3664.9 .0 272.1 1034.8 .0 1930.7 3.03 1.23 3.54 .00 .054 .045 .000 .000 .000401 1250. 1350. 1250. 2 0 0 .00 i 18JUL96 11:40:58 .01 462.00 426.7 474.00 449.00 3866.91 170.47 4408.40 DENTON CREEK - PROPOSED CONDITIONS - (K-H: F.I.S. W/ LAKE PARK ADD.) DENTON CREEK - 100 YR DISCHARGE PROFILE FIS T1 T2 T3 DENTON CREEK, TEXAS FILE: DCPROP.DAT J1 ICHECK INQ NINV IDIR STRT METRIC 0 3 0 0 0 0 J2 NPROF IPLOT PRFVS XSECV XSE(N FN 2 0 -1 HVINS O WSEL FQ 0 0 452.29 ALLDC IBW C/4NIM ITRACE 1807JL96 11:40:58 SE(NO DEPTH CWSEL CRIWS WSELK EG HV O QLOB QC~ QROB ALOE ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST *PROF 2 0 CCHV- .100 CEHV- .300 *SE(NO 25530.000 3470 ENCROACHMENT STATIONS- 2494.0 2742.0 TYPE- ELENCL- 470.00 ELENCR- 470.00 25530.000 17.89 452.29 .00 452.29 452.99 18200.0 .0 18200.0 .0 .0 2716.7 .00 .00 6.70 .00 .000 .035 .000933 700. 700. 560. 0 0 1 TARGET- .70 .0 .000 0 248.000 .00 .00 455.33 .0 .0 470.00 · 000 434.40 2507.36 · 00 226.37 2733.73 *SE(NO 25770.000 3470 ENCROACHMENT STATIONS- 2495.0 2780.0 TYPE- ELENCL- 470.00 ELENCR- 470.00 25770.000 18.14 452.74 .00 .00 453.18 18200.0 .0 18200.0 .0 .0 3411.2 .01 .00 5.34 .00 .000 .035 .000533 240. 240. 240. 2 0 I TARGET- .44 .0 .000 0 285.000 .17 .03 455.33 16.9 1.4 470.00 .000 434.60 2505.63 · 00 263.69 2769.32 1490 NH CARD USED *SE(NO 26830.000 3265 DIVIDED FLOW PAGS PAGE 26 27 3470 ENCROACHMENT STATIONS- 2619.0 5200.0 TYPE- i TARGET- 2581.000 ELENCL- 470.00 ELENCR- 470.00 26830.000 17.10 453.40 .00 18900.0 .0 17809.2 1090.8 .06 .00 6.07 1.04 .001017 1030. 1010. 960. .00 .0 .000 2 1490 NH CARD USED *SECNO 26880.000 3265 DIVIDED FLOW i 18JUL96 11: 40: 58 453.94 2933.1 .035 0 .54 1044.1 .055 0 .73 101.9 .000 .00 .O3 16.8 436.30 1104.81 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q, QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID 26880.000 17.31 453.51 .00 18900.0 .0 18900.0 .0 .06 .00 5.59 .00 .000851 32. 50. 479. ,454.00 3378.6 .036 0 .00 .0 .000 2 .49 .0 .000 0 1490 NH CARD USED *SEC/qO 27165.000 .O6 111.3 .000 .00 3265 DIVIDED FLOW .01 21.5 436.20 322.64 457.35 452.00 2635.40 3945.96 L-BANK ELEV R-BANK ELEV SSTA ENDST 461.50 457.50 1044.54 1527.32 27165.000 17.93 454.03 .00 .00 454.19 .16 .16 .03 461.50 18900.0 .0 8509.2 10390.8 .0 2036.1 4794.8 140.0 25.9 459.00 · 09 .00 4.18 2.17 .000 .036 .040 .000 436.10 1016.23 __. .000465 240. 284. 201. 2 0 0 .00 1362.34 2574.04 1490 NH CARD USED *SECNO 27449.000 1530 MANNINGS N VALUES FOR CHANNEL COt4POSITED 3265 DIVIDED FLOW 27449.000 18.61 454.21 .00 18900.0 .0 7298.3 11601.7 .12 .00 2.52 2.23 .000283 240. 284. 248. 1490 NH CARD USED *SECNO 27748.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED .O9 5207.8 .037 0 .O8 5800.3 .037 0 3265 DIVIDED FLOW .00 .0 .000 0 .09 184.6 .000 .00 .07 237.5 .000 .00 27748.000 19.09 454.29 .00 18900.0 .0 6833.2 12066.8 .15 .00 2.39 2.08 .000243 324. 299. 262. 1490 NH CARD USED i 18JUL96 11:40:58 .01 34.0 435.60 1417.15 .00 42.8 435.20 1404.20 .00 .0 .000 2 454.29 2901.3 .046 0 454.37 2857.2 .045 0 SECNO DEPTH CWSEL CRIWS WSBLK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID *SECNO 27992.000 3265 DIVIDED FLOW 27992.000 18.75 454.35 .00 .00 454.44 .09 .07 .00 3287.5 5287.0 294.0 52.0 18900.0 .0 9578.2 9321.8 .0 .19 .00 2.91 1.76 .000 .036 .039 .000 435.60 .000221 213. 244. 309. I 0 0 .00 1310.22 1490 NH CARD USED *SECNO 28168.000 1530 MANNINGS N VALUES FOR CFdtNNEL COMPOSITED 3265 DIVIDED FLOW 460.30 457.50 1038.04 2706.76 460.00 456.50 1093.55 2757.44 L-BANK ELBV R-BANK ELEV SSTA ENDST 460.00 458.60 1063.59 2582.25 PAGE PAGE 28 29 28168.000 17.82 454.42 .00 .00 454.48 .06 18900.0 .0 5856.4 13043.6 .0 2842.3 6580.7 .22 .00 2.06 1.98 .000 .044 .036 · 000175 167. 176. 223. 2 0 0 1490 NH CARD USED *SECNO 28492.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 28492.000 18.17 454.47 .00 .00 454.54 .07 18900.0 .0 6019.5 12880.5 .0 2787.3 6059.7 .26 .00 2.16 2.13 .000 .045 .036 .000193 406. 324. 307. i 0 0 1490 NH CARD USED *SECNO 28720.000 1530 MANNINGS N VALUES FOR CHANNEL COt4POSITED 3265 DIVIDED FLOW 28720.000 17.72 454.52 .00 .00 454.61 .09 18900.0 .0 7147.7 11752.3 .0 2756.8 4993.7 .29 .00 2.59 2.35 .000 .043 .037 .000272 173. 228. 338. 0 0 0 i 18~T3L96 11:40: 58 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB OCli OROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH ~ SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1490 NH CARl) USED *SECNO 28890.000 1530 MANNINGS N VALUES FOR CHANN~LCOMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF A~CEPTABLE RANGE, KRATIO - 3470 ENCROACHMENT STATIONS- .0 2526.0 TYPE- i TAROET- 28890.000 17.45 454.55 .00 .00 454.71 .16 18900.0 .0 9547.7 9352.3 .0 2575.9 3597.2 .31 .00 3.71 2.60 .000 .045 .040 .000634 153. 170. 194. i 0 0 1490 NH CARl) USED *SECHO 29124.000 3265 DIVIDED FLOW 29124.000 17.13 454.53 .00 .00 455.00 .46 18900.0 .0 16893.4 2006.6 .0 2941.9 1142.3 .32 .00 5.74 1.76 .000 .037 .040 .000912 161. 234. 337. 2 0 0 1490 NH CARD USED *SECNO 29651.000 1530 MANNINGS N VALUES FOR CHANNEL COt4POSITED 3265 DIVIDED FLOW 29651.000 17.16 455.22 .00 .00 455.39 .17 18900.0 .0 11421.6 7478.4 .0 3058.6 2842.4 .36 .00 3.73 2.63 .000 .045 .040 .000614 600. 527. 404. 2 0 0 1490 NH CARD USED *SECNO 29831.000 1 18JUL96 11:40:58 SECNO DEPTH CWSEr, CHIWS NSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VI:OB VCE VROB XNL XNCH ~ .04 .00 460.00 336.7 58.2 458.80 .000 436.60 1043.33 .00 1269.55 2463.48 .06 .00 460.00 402.2 67.0 459.20 .000 436.30 1239.30 .00 1177.01 2573.38 .07 .01 460.00 459.6 75.0 458.60 .000 436.80 1302.95 .00 1064.62 2511.05 IlL OLOS$ L-BANK RIa~V VOL T~A R-BANK RLEV WTN ELMIN SSTA COP. AR TOPWID BNDST .66 2525.999 .07 .02 512.00 489.2 79.6 460.00 .000 437.10 1318.96 .00 1049.40 2526.00 .20 .09 462.00 522.3 86.6 459.00 .000 437.40 1295.33 .00 945.77 2342.67 .37 .03 462.00 577.1 96.2 457.40 .000 438.06 1195.12 .00 942.76 2586.05 HL OLOSS L-BANKELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA PAGE 30 31 SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COPJ%R TOPWID ENDST 1530 MANNINGS N VALUES FOR C~h%NNEL COMPOSITED 3265 DIVIDED FLOW .00 455.49 .15 .09 .00 29831.000 17.20 455.34 .00 18900.0 .0 9442.7 9457.3 .0 2925.2 3166.3 603.0 100.1 .38 .00 3.23 2.99 .000 .043 .036 .000 438.14 .000410 171. 180. 197. 2 0 0 .00 825.86 1490 NH CARD USED *SECNO 30027.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 30027.000 17.15 455.38 .00 .00 455.69 18900.0 .0 12971.1 5928.9 .0 2713.6 .39 .00 4.78 3.69 .000 .047 .001192 148. 196. 299. 2 0 1490 NH CARD USED *SECIqO 30384.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSiTED 3265 DIVIDED FLOW 30384.000 17.64 455.78 .00 18900.0 .0 15413.1 3486.9 .41 .00 6.22 5.55 .002158 371. 357. 410. KRATIO - 1490 NH CAI~D USED *SECNO 30604.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW i 18JUL96 11:40:58 .31 1607.6 .043 0 .59 .16 632.1 .000 .00 .05 104.4 438.23 627.76 .00 456.35 .58 .58 .08 .0 2477.7 628.8 663.9 108.9 .000 .047 .047 .000 438.14 2 0 0 .00 384.19 SECEO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID 30604.000 17.89 456.44 .00 .00 456.87 18900.0 .0 1400~.6 4896.4 .0 2514.7 .42 .00 5.57 3.99 .000 .049 .001946 269. 220. 319. 2 0 1490 NH CARD USED *SEC/qO 30958.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3302 WARNING: 30958.000 18.48 457.03 .00 .00 457.14 18900.0 .0 3454.2 15445.9 .0 1343.9 .46 .00 2.57 2.80 .000 .049 .000403. 303. 354. 302. 2 0 .42 1227.8 .046 0 KRATIO - .12 5525.7 .041 0 1490 NH CARD USED *SECNO 31335.000 1530 Fd%NNINGS N VALUES FOR CHA~L COMPOSITED 3265 DIVIDED FLOW .50 683.3 .000 .00 2.20 .25 722.4 .000 .00 3301 HV CHANGED MORE THAN HVINS .02 112.3 438.55 721.55 .03 118.6 438.55 1035.29 462.00 458.00 1173.64 2416.61 462.00 460.00 1154.47 2133.68 462.00 460.00 1069.90 1987.69 L-BANK ELEV R-BANK ELEV SSTA ENDST 461.00 461.00 1036.22 2079.83 461.00 462.00 1067.90 2233.90 PAGE 32 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .28 31335.000 18.09 456.64 .00 .00 457.81 1.17 .35 .32 461.00 18900.0 .0 12454.9 6445.1 .0 1233.5 1326.5 760.6 126.6 461.00 .47 .00 10.10 4.86 .000 .046 .043 .000 436.55 1058.40 .005089 377. 377. 344. 3 0 0 .00 953.24 2158.56 CCHV- .500 CEHV- *SRCNO 32150.000 I 18JUL96 11:40:58 .700 SECNO DEPTH CWSEL CRIWS WSELK E0 [iV HL Q QLOB QCH QROB ALOB ACH AROB VOL TIME VLOB VCH VROB XNL XNCH XNR WTN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP. AR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST PAGE 33 3265 DIVIDED FLOW 3302 WAP, NING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE P,/kNGE, I(RATIO - 1.69 3470 ENCROACHMENT STATIONS- 3040.0 6180.0 TYPE- i TARGET- 3140.000 ELENCL- 470.00 ELENCR- 470.00 32150.000 19.99 456.99 .00 .00 458.60 1.61 .48 18900.0 .0 18413.9 486.1 .0 1785.9 237.2 769.7 .47 .00 10.31 .2.05 .000 .035 .055 .000 .001786 160. 170. 180. 2 0 0 .00 1490 NH CARD USED *SECNO 32200.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD- 463.60 MAX ELLC- ******** 3470 ENCROAC~IMENT STATIONS- 3050.0 RLENCI~- 470.00 ]~=ENCH- 470.00 32200.000 21.80 456.80 .00 18900.0 .0 17736.3 1163.7 .47 .00 12.98 6.10 .001046 50. 50. 50. .31 460.50 129.0 460.00 437.00 3404.03 253.67 4397.46 *SECHO 32230.000 3265 DIVIDED FLOW 6260.0 TYPE- i TARGET- 3210.000 .00 459.29 2.49 .07 .62 461.50 .0 1366.2 190.8 771.8 129.3 461.50 .000 .015 .021 .000 435.00 3404.61 2 0 0 .00 156.84 4399.69 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD- i 18JUL96 11: 40: 58 SECNO DEPTH CWSEL CRIWS O QLOB ~CH QROB TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR 3470 ENCROACHMENT STATIONS- 3050.0 ELENCL- 470.00 ELENCR- 470.00 32230.000 21.98 456.98 .00 18900.0 .0 17702.6 1197.4 .48 .00 12.76 6.03 .001006 50. 50. 50. CCHV- .100 CHHV- .300 *SRCNO 32250.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 463.60 MAX ELLC- ******** WSELK EG HV HL OLOSS L-BANK EL~V ALOB ACH AROB VOL TWA R-BANK ELEV XNL XNCH XNR WTN ELMIN SSTA ITRIAL IDC ICONT COP. AR TOPWID ENDST 6260.0 TYPE- i TARGET- 3210.000 .00 459.38 2.40 .05 .04 461.50 .0 1387.0 198.4 773.6 129.5 461.60 .000 .015 .021 .000 435.00 3404.07 2 0 0 .00 158.65 4400.00 PAGE 34 3470 ENCROACHMENT STATIONS- 3040.0 6180.0 TYPE- i TARGET- 3140.000 ELENCLB 470.00 ELENCR~ 470.00 32250.000 22.11 459.11 .00 13200.0 1.2 11814.7 1384.2 .48 .17 5.80 1.37 .000841 1. 1. 1. ,00 6.9 .055 3 459.58 2037.7 .045 0 1490 NH CARD USED *SECNO 32305.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 32305.000 21.24 458.94 .00 .00 459.77 13200.0 .0 10434.0 2766.0 .0 1323.0 .48 .00 7.89 4.51 .000 .045 .003417 55. 55. 55. 2 0 1490 NH CARD USED *SECNO 32725.000 i 18JUL96 11:40: 58 .47 1008.8 .055 0 KRATIO - .83 613.0 .055 0 .00 773.6 .000 .00 .5O .08 776.8 .000' .00 .19 129.5 437.00 951.58 .11 130.3 437.70 320.89 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS O QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID 460.50 460.00 3040.00 4593.71 465.00 460.00 2163.19 3349.67 L-BANK ELEV R-BANK ELEV SSTA ENDST PAGE 35 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.31 32725.000 22.03 460.23 .00 .00 460.37 .15 .54 .07 463.00 13200.0 4534.1 6674.0 1991.9 2010.2 1744.7 1546.8 813.2 139.8 461.00 .52 2.26 3.83 1.29 .060 .045 .055 .000 438.20 1570.33 .000643 380. 420. 520. 2 0 0 .00 1427.19 3828.37 1490 NH CARD USED *SECNO 33145.000 1530 MANNINGS N VALLTBS FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 460.64 ELREA- 3495 OVERBANKAREA ASSUMED NON-EFFECTIVE, 33145.000 22.11 460~51 .00 .00 460.74 .22 13200.0 .0 13200.0 .0 .0 3473.4 .0 .55 .00 3.80 .00 .000 .054 .000 .001128 385. 420. 290. 5 0 0 1490 NH CARDUSED *SECNO 33470.000 3265 DIVIDED FLOW 460.20 ELRF, A- 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA- 463.00 .34 852.4 .000 .00 463.00 461.14 .35 .37 33470.000 21.79 460.79 .00 .00 13200.0 86.6 13113.4 .0 117.4 2737.7 .0 876.0 .57 .74 4.79 .00 .055 .040 .000 .000 .001122 315. 325. 260. 0 0 0 .00 .O2 147.1 438.40 401.68 .04 150.5 439.00 517.61 460.64 463.00 1390.52 1934.09 460.20 463.00 972.80 1576.65 18JUL96 11:40:58 SECNO DEPTH CWSEL CRIWS WSELK Q QLOB QCH QROB ALOB TIME VLOB VCH VROB XNL SLOPE XLOBL XLCH XLOBR ITRIAL 1490 NH CARD USED *SECNO 34260.000 EG HV HL OLOSS ACH AROB VOL TWA XNCH XNR WTN ELMIN IDC ICONT COP, AR TOPWID L-BANK ~L~V R- BA~TK ELEV SSTA ENDST PAGE 36 3495 OVERBANK AREA ASSUMED NON-EFFECTIVI~, ELLEA- 461.20 ELREA- 464.00 34260.000 22.86 461.66 .00 .00 461.81 .16 .65 13200.0 .1 13199.9 .0 .4 4171.0 ,0 939.8 .64 .25 3.16 .00 .055 .044 .000 .000 .000634 830. 790. 250. 2 0 0 .00 1490 NH CARD USED *SECNO 34850.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABL~ RANGE, KRATIO - .46 3495 OVERBAI~KAREAASSUMED NON-EFFECTIVE, 464.30 EI~IREAu 464.00 34850.000 22.44 461.74 .00 .00 462.78 1.04 .70 13200.0 .0 13200.0 .0 .0 1616.7 .0 979.0 .66 .00 8.16 .00 .000 .045 .000 .000 .002989 520. 590. 640. 2 0 0 .00 1490 NH CARD USED *SECNO 34950.000 3265 DIVIDED FLOW 34950.000 23.19 462.49 .00 .00 463.07 .58 .25 13200.0 1825.1 11374.9 .0 1199.2 1733.3 .0 984.4 .66 1.52 6.56 .00 .055 .045 .000 .000 · 002074 110. 100. 90. 3 0 0 .00 1490 NH CARD USED *SECNO 36970.000 i 18JDL96 11:40:58 .O2 160.S 438.80 568.51 .26 165.4 439.30 155.47 .05 167.0 439.30 1172.02 SECNO DEPTH CWSEL CRIWS WSELK EG }IV ltL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP. AR TOPWID 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.55 36970.000 25.54 465.54 .00 .00 465.79 .26 2.69 .03 13800.0 2.3 8477.0 5320.7 7.2 1716.3 2623.3 1153.1 217.2 · 81 .32 4.94 2.03 .060 .041 .060 .000 440.00 · 000941 2020. 2020. 2020. 3 0 0 .00 993.00 1490 NH CARD USED *SECNO 38200.000 3265 DIVIDED FLOW 461.20 464.00 866.20 1434.70 3302 WAP. NING: 38200.000 13800.0 .96 .000248 464.30 464.00 1326.69 1482.16 464.30 464.00 127.45 1499.22 L-BANK ELEV R-BANK ELI~' SSTA ENDST 465.00 465.00 2873.09 4007.16 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.95 25.22 466.22 .00 .00 466.29 .07 .48 .02 467.40 1941.5 5555.7 6302.8 1929.0 1995.8 3512.4 1298.0 243.3 462.00 1.01 2.78 1.79 .060 .045 .055 .000 441.00 1566.75 1150. 1230. 950. 2 0 0 .00 1193.14 2802.16 1490 NH CARD USED *SECNO 39290.000 39290.000 24.61 13800.0 1159.6 1.08 1.09 .000279 980. 466.49 .00 .00 466.59 .10 .29 .01 464.00 6682.7 5957.7 1061.7 2097.8 3517.1 1472.4 269.9 460.00 3.19 1.69 .055 .044 .055 .000 441.88 1179.26 1090. 1110. 2 0 0 .00 1003.18 2182.44 1490 NH CARD USED *SECNO 39440.000 3265 DIVIDED FLOW PAGE 37 3301 HV CHANGED MORE THAN HVINS I 18JUL96 11:40:58 SECNO DEPTH CWSEL CRIWS WSELK EG HV }IL OIl)SS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANKELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST PAGE 38 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .46 39440.000 24.22 466.22 .00 .00 466.84 .63 .10 .16 464.00 13800.0 966.6 11358.9 1474.5 547.2 1634.0 935.6 1495.9 274.4 462.50 1.09 1.77 6.95 1.58 .055 .045 .060 .000 442.00 3778.76 .001346 150. 150. 280. 2 0 0 .00 802.12 4697.59 1490 NH CARD USED *SECNO 39490.000 3265 DIVIDED FLOW 466.93 .27 .05 .04 467.50 39490.000 24.66 466.66 .00 .00 13800.0 1323.8 12433.1 43.1 706.7 2864.4 40.4 1499.8 275.2 468.50 1.10 1.87 4.34 1107 .045 .045 .045 .000 442.00 3779.19 .000737 50. 50. 50. 2 0 0 .00 534.04 4641.55 1490 NH CARD USED *SECN0 39540.000 3265 DIVIDED FLOW 39540.000 24.54 466.54 .00 .00 467.04 .50 .04 .07 464.00 13700.0 1079.3 10651.0 1969.7 626.1 1669.2 1083.8 1503.8 276.0 462.50 1.10 1.72 6.38 1.82 .055 .045 .650 .000 442.00 3775.80 .001102 50. 50. 50. 2 0 0 .00 835.00 4710.43 1490 NH CARD USED *SECHO 40650.000 .00 467.92 .24 .85 .03 464.80 40650.000 27.68 467.68 .00 9100.0 770.6 6556.8 1772.6 797.0 1465.1 970.3. 1585.5 296.0 457.80 .045 .000 440.00 4349.08 1.18 .97 4.48 1.83 .060 .045 .000518 1400. 1110. 800. 2 0 0 .00 793.28 5142.36 1490 NH CARD USED *SECHO 48000.000 i 18~-~1L96 11:40:58 SECNO DEPTH CWSEL CHIWS WSELK EG }tV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANKELEV TIME VLOB VCH VROB XNL liNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC iCONT COP, AR TOPWID ENDST PAGE 39 3265 DIVIDED FLOW 48000.000 24.54 470.14 .00 .00 470.22 .08 2.29 .02 457.00 8000.0 2699.3 3841.3 1459.4 2342.3 1220.5 1815.6 2110.2 415.6 466.50 2.02 1.15 3.15 .80 .055 .045 .060 .000 445.60 1645.10 .000270 5700. 7350. 2900. 3 0 0 .00 1485.79 3192.78 1490 NH CARD USED *SECNO 51350.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 51350.000 24.83 471.33 .00 .00 471.40 7000.0 1666.2 5332.6 1.2 1782.9 2252.7 2.49 .93 2.37 .37 .055 .045 .000458 3600. 3350. 3700. 2 0 1490 NH CARD USED *SECNO 53350.000 3265 DIVIDED FLOW KRATIO ~ .67 .07 1.17 .00 470.30 3.3 2491.4 533.7 470.20 .058 .000 446.50 3137.87 0 .00 1382.93 4520.80 3302 #ARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, ERATZO - 1.64 53350.000 23.81 471.81 .00 .00 471.91 .09 .50 .01 456.00 7000.0 1888.8 5076.9 34.2 2160.8 1786.2 57.9 2660.1 588.0 467.00 2.72 .87 2.84 .59 .050 .045 .058 .000 448.00 3401.88 · 000170 1650. 2000. 1750. 2 0 0 .00 1389.45 5694.06 1490 NH CARD USED *SEC~qO 55590.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE Pd~N~E, K~ATIO - 55590.000 19.93 472.33 .00 .00 472.76 .43 7000.0 441.4 6558.3 .3 694.6 1206.6 1.4 2.84 .64 5.44 .24 .060 .045 .060 .001014 2000. 2240. 2200. 2 0 0 i 18JUL96 11:40: 58 SECNO DEPTH CWSEL CEIWS WSELK EG HV Q QLOB QCH QROB ALOB ACE AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1490 NH CARD USED *SECNO 56940. 000 3265 DIVIDED FLOW 56940.000 24.52 473.52 .00 .00 473.79 7000.0 1348.3 5650.6 1.1 1012.4 1232.8 2.93 1.33 4.58 .25 .054 .045 .000585 1250. 1350. 1250. 2 0 i 18JUL96 11:40: 58 T1 T2 T3 DENTON CREEK, TEXAS FILE: DCPROP.DAT J1 ICH~CK INQ NINV IDIR STRT METRIC HVINS 0 4 0 0 0 0 0 J2 NPROF IPLOT PRFVS XSECV XSECE FN A~T.T~C 3 0 .41 .75 .10 470.00 2804.1 647.3 472.00 .000 452.40 2867.08 .00 1167.96 4348.23 HL OLOSS L-BANKELEV VOL TWA R-BANKELEV WTN ELMIN SSTA COIU%R TOPWID ~NDST .27 1.01 .02 462.00 4.2 2866.5 676.9 474.00 .058 .000 449.00 2647.09 0 .00 876.02 4443.24 DENTON C~EEK - PROPOSED CONDITIONS - (K-H: F.I.S. W/ LAK~ pARK ADD.) DENTON CREEK - 100 YR DISCHARGE PROFILE FIS 18OUL96 11:40:58 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB OCH QROB ALOB ACH AROB TI~ UTaOB VCH V~OB ~ XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT *PROF 3 0 CCHV- .100 C~HV- .300 *SSCNO 25530.000 3470 ENCEOACHM~NT STATIONS- 2494.0 2742.0 TYPE- i TARGET- ELENCL- 470.00 ELENCR- 470.00 25530.000 19.12 453.52 .00 453.52 454.25 .73 20600.0 .0 20600.0 .0 .0 3001.0 .0 · 00 .00 6.86 .00 .000 .035 .000 · 000906 700. 700. 560. 0 0 0 *SECNO 25770.000 3470 ENCROACHMENT STATIONS- 2495.0 2780.0 TYPE- i TARGET- ELENCL- 470.00 ELENCR- 470.00 25770.000 19.37 453.97 .00 .00 454.44 .47 20600.0 .0 20600.0 .0 .0 3742.1 .0 Q WSEL FQ 0 453.5205 IBW CHNIM IT~ACE HL OLOSS L-BANK ELBV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORA~ TOPMID ENDST 248.000 .00 .00 455.33 .0 .0 470.00 .000 434.40 2502.44 .00 235.67 2738.11 285.000 .16 .03 455.33 18.6 1.4 470.00 PAGE PAGE PAGE 4O 41 42 .01 .00 5.50 .00 .000 .035 .000 .000 434.60 2500.67 .000S25 240. 240. 240. 2 0 0 .00 272.69 2773.36 1490 NH CARD USED *SECNO 26830.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 2619.0 ELENCL- 470.00 ELENCR- 470.00 26830.000 18.39 454.69 .00 21300.0 .0 18285.6 3014.4 .07 .00 5.48 1.41 .000789 1030. 1010. 960. 5200.0 TYPE- I TARGET- .00 455.09 .40 .0 3337.9 2139.2 .000 .035 .055 0 0 0 2581.000 .64 .01 457.35 124.2 18.0 452.00 .000 436.30 2630.24 .00 1199.25 3969.96 1490 NH CARD USED *SECNO 26880.000 3265 DIVIDED FLOW ~ i 18JUL96 11:40:58 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB X~L XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 26880.000 18.51 454.71 .00 21300.0 .0 20894.0 406.0 .07 .00 5.53 .72 .000762 32. 50. 479. 1490 NH CARD USED *SECNO 27165.000 3265 DIVIDED FLOW 27165.000 19.14 455.24 .00 21300.0 .0 7005.5 14294.5 .10 .00 3.07 2,29 .000389 240. 284. 201. 1490 NH CARD USED *SECNO 27449.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW .00 455.17 .47 .0 3777.4 563.6 .000 .036 .045 2 0 0 .00 455.35 .10 .0 2282.1 6236.7 .000 .046 .040 3 0 0 27449.000 19.75 455.35 .00 .00 455.43 .07 21300.0 .0 6474.6 14825.4 .0 3252.2 6562.2 .13 .00 1.99 2.26 .000 .050 .037 .000248 240. 284. 248. 2 0 0 1490 NH CARD USED *S~CNO 27748. 000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 27748.000 20.22 455.42 .00 21300.0 .0 6740.9 14559.1 .17 .00 2.13 2.05 .000197 324. 299. 262. .00 455.49 .07 .0 3171.9 7095.8 .000 .047 .037 2 0 0 HL OLOSS L-BANKELEV VOL TWA R-BANKELEV WTN ELMIN SSTA COP, AR TOPWID ENDST .07 .02 461.50 143.2 27.7 457.50 .000 436.20 1039.28 .00 1173.21 2668.71 .14 .04 461.50 178.6 34.2 459.00 .000 436.10 1010.03 .00 1418.55 2610.10 .08 .00 460.30 233.1 42.9 457.50 .000 435.60 1033.60 .00 1551.59 2736.39 .06 .00 460.00 296.2 52.2 456.50 .000 435.20 1089.31 .00 1445.81 2767.54 PAGE 43 1490 NH CARD USED I 18JUL96 11:40:58 SECHO DEPTH CWSEL CRIWS O QLOE QCH QROS TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR ' WSELK EG HV ALOB ACH AROB XNL XNCH XNR ITRIAL IDC ICONT *SECHO 27992.000 1530 MANNINGS N VALUES FOR CHANNEL ~SITED 3265 DIVIDED FLOW HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST PAGE 44 27992.000 19.88 455.48 .00 .00 455.55 .07 21300.0 .0 8458.9 12841.1 .0 3641.4 6429.2 .21 .00 2.32 2.00 .000 .047 .039 ,000226 213. 244. 309. 0 0 0 1490 NH CARD USED *SSCNO 28168.000 1530 ~,I~INGS N VALUES FOR ~L COMPOSITED 3265 DIVIDED FLO~ 28168.000 18.93 455.53 .00 .00 455.59 .06 21300.0 .0 S923.5' 15376.5 .0 3156.0 7690.5 .24 .00 1.66 2.00 .000 .045 .037 .000150 167. 176. 223. 0 0 0 1490 NH CARD USED *SECNO 28492.000 1530 ~qIl~-~ N VALUES FOR ~L COMPOSITED 3265 DIVZDED FLO~ 28492.000 19.27 455.57 .00 .00 455.64 .07 21300.0 .0 6096.4 15203.6 .0 3086.1 7073.9 .28 .00 1.98 2.15 .000 .046 .036 .000167 406. 324. 307. 2 0 0 1490 NH CARD USED *SECNO 28720.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITE/) 3265 DIVIDED FLOW 28720.000 18.82 455.62 .00 .00 455.71 .09 21300.0 .0 7338.4 13961.6 .0 3060.0 5875.4 .31 .00 2.40 2.38 .000 .044 .037 .000231 173. 228. 338. 0 0 0 i 18JUL96 11: 40: 58 SEC~O DEPTH CWSEL CRTWS WSELK EG HV O QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB ~ XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1490 NH CARD USED *SECHO 28890.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLO~ 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3470 ENCROACHI~ STATIONS= .0 2526.0 TYPE- I TARGET= 28890.000 18.55 455.65 .00 .00 455.78 .13 21300.0 .0 9353.7 11946.3 .0 2869.3 4469.9 · 33 .00 3.26 2.67 .000 .047 .040 .000510 153. 170. 194. 0 0 0 1490 NH CARD USED *SECHO 29124.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 29124.000 18.30 455.70 .00 .00 456.03 .33 21300.0 .0 16547.2 4752.8 .0 3275.8 1931.9 · 35 .00 5.05 2.46 .000 .046 .040 · 001012 161. 234. 337. 2 0 0 1490 NH CARD USED *SECHO 29651.000 1530 Vd~INGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED F~OW .06 .00 460.00 363.3 61.6 458.60 .000 435.60 1059.08 .00 1344.42 2589.88 .04 .00 460.00 413.1 68.1 458.80 .000 436.60 1038.92 .00 1313.08 2470.91 .0S .00 460.00 488.4 77.1 459.20 .000 436.30 1234.59 .00 1220.21 2578.64 .06 .01 460.00 554.7 85.4 458.60 · 000 436.80 1298.55 · 00 1095.73 2516.67 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA COP, AR TOPWID BNDST .67 2525.999 .06 .01 512.00 589.3 90.1 460.00 .000 437.10 1314.39 .00 1077.65 2526.00 .19 .06 462.00 630.6 97.4 459.00 · 000 437.40 1290.05 · 00 984.06 2359.22 PAGE 45 29651.000 18.18 456.24 .00 .00 456.39 .15 .35 .02 462.00 21300.0 .0 11744.2 9555.8 .0 3378.7 · 39 .00 3.48 2.71 .000 .046 · 000528 600. 527. 404. 2 0 3521.9 .040 0 696.1 .000 .00 107.5 438.06 1020.00 457.40 1191.04 2590.89 1490 NH CARD USED I 18JUL96 11:40:58 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL 0LOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP. AR TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST PAGE 46 *SECNO 29831.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 29831.000 18.19 456.33 .00 .00 456.48 21300.0 .0 10000.0 11300.0 .0 3210.6 .41 .00 3.11 3.04 .000 .044 .000372 171. 180. 197. 2 0 .15 3715.3 .036 0 .O8 726.1 .000 .00 .00 111.7 438.14 857.57 462.00 458.00 1169.68 2421.32 1490 NH CARD USED *SECHO 30027.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 30027.000 18.15 456.38 .00 .00 456.67 21300.0 .0 13549.0 7751.0 .0 3008.1 · 42 .00 4.50 3.95 .000 .049 .001141 148. 196. 299. 2 0 KRATIO - .29 1962.5 .043 0 .57 .15 759.6 .000 .00 .O4 116.2 438.23 680.98 462.00 460.00 1150.49 2140.64 1490 NH CARD USED *SECNO 30384.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 30384.000 18.60 456.74 .00 .00 457.32 21300.0 .0 17098.6 4201.4 .0 2749.8 .44 .00 6.22 5.60 .000 .049 .002147 371. 357. 410. 2 0 .58 749.8 .048 0 .57 795.9 .000 .00 .09 121.1 438.14 429.26 462.00 460.00 1066.03 1994.78 1490 NH CARD USED *SECNO 30604.000 i 18JUL96 11:40:58 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN EI~MIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 30604.000 18.87 457.42 .00 .00 457.80 21300.0 .0 14980.5 6319.5 .0 2799.0 .46 .00 5.35 3.72 .000 .050 .001645 269. 220. 319. 2 0 1490 NH CARD USED *SECH0 30958.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 30958.000 19.38 457.93 .00 .00 458.04 21300.0 .0 3543.0 17757.0 .0 1484.2 .49 .00 2.39 2.79 .000 .051 .000364 303. 354. 302. 2 0 .38 1699.0 .047 0 KRATIO - .12 6366.5 .041 0 .46 818.9 .000 .00 2.13 .22 864.3 .000 .00 .02 125.0 438.55 825.02 .O3 132.1 438.55 1140.63 L-BANK ELEV R-BANK ELEV SSTA ENDST 461.00 461.00 1032.31 2149.69 461.00 462.00 1064.29 2300.64 PAGE 47 1490 NH CArD USED *SECNO 31335. 000 1530 MANNINGS N VALUES FOR CHANN~r. COMPOSITED 3265 DIVIDED FLOW 3301 HV C/4ANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGB, KRATIO - .35 31335.000 19.28 457.83 .00 .00 458.49 .66 .29 21300.0 .0 11147.4 10152.6 .0 1389.3 2344.1 911.1 .50 .00 8.02 .4.33 .000 .047 .042 .000 .003020 377. 377. 344. 3 0 0 .00 18JUL96 11:40:58 .16 140.7 438.55 1022.21 SECNO DEPTH CWSEL CRIWS WSELK EC~ HV HL OLOSS Q Q~B ~ QROB ~B A~ ~OB ~L ~A TI~ ~B V~ ~OB ~ ~ ~ ~ E~IN S~PE ~BL ~ ~BR I~I~ I~ I~ ~ ~ID CC}IV- .500 CEHV- .700 *SECNO 32150.000 3265 DIVIDED FLOW 3301 HV C~h~NGED MORE TFIAN HVINS 3470 ENCROACHMENT STATIONS- 3040.0 6180.0 TYPE- i TARG~T- ELENCL~ 470.00 ELF, NCR- 470.00 32150.000 20.91 457.91 .00 .00 459.64 1.73 21300.0 .0 20414.3 885.7 .0 1894.0 393.9 .51 .00 10.78 2.25 .000 .035 .055 .001862 160. 170. 180. 2 0 0 1490 NH CARD USED *SEC/~O 32200.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 463.60 MAX ELLC- ******** 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD- 3470 ENCROACEMENT STATIONS- 3050.0 6260.0 TYPE- i TARGET- ELENC~- 470.00 ELENCR- 470.00 32200.000 22.71 457.71 .00 .00 460.36 2.66 21300.0 .0 19803.7 1496.3 .0 1473.1 230.7 .51 .00 13.44 6.49 .000 .015 .021 · 001091 50. 50. 50. 2 0 0 *SECNO 32230.000 3265 DIVIDED FLOW 18JUL96 11:40:58 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIM~ VLOB VCE VROB ~ XNCE XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICO~TT 3140.000 461.00 461.00 1053.68 2171.32 .40 .75 460.50 923.2 143.6 460.00 .000 437.00 3402.97 .00 375.99 4498.93 3210.000 .07 .65 461.50 925.5 143.9 461.50 · 000 435.00 3401.88 · 00 165.96 4401.23 L-BANK ELEV R-BANK EL&q/ SSTA ENDST HL OLOSS LoBANKELEV VOL TWA R-BANKEL~V WTN BLMIN SSTA COP, AR TOPWID ENDST PA~E PAGE 48 49 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD- 463.60 MAX ELLC- ******** 3470 ENCROAC"RMENT STATIONS- 3050.0 6260.0 TYPE- i TARGET. ELENCL- 470.00 ELENCR- 470.00 32230.000 22.91 457.91 .00 .00 460.46 2.55 21300.0 .0 19764.4 1535.6 .0 1497.8 240.1 3210.000 .05 .05 461.50 927.4 144.1 461.50 .51 .00 13.20 6.40 .000 .015 .021 .000 435.00 3401.27 .001045 50. 50. 50. 2 0 0 .00 168.00 4401.57 CCHV- .100 CEHV- .300 *SECNO 32250.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- 3040.0 6180.0 TYPE- 1 TARGET- 3140.000 ELENCL- 470.00 ELENCR- 470.00 32250.000 23,31 460.31 .00 .00 460.68 .37 .00 .22 460.50 14900.0 116.9 11910.5 2872.5 162~6 2186.4 2030.2 927.5 144.1 460.00 .51 .72 5.45 1.41 .055 .045 .055 .000 437.00 3040.00 .000699 1. 1. 1. 3 0 0 .00 1263.17 4673.93 1490 NH CARD USED *SECNO 32305.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE C~ANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .50 460.85 .70 .07 .10 465.00 32305.000 22.45 460.15 .00 .00 14900.0 .0 11155.9 3744.1 .0 1515.7 859.3 931.8 145.2 460.00 .51 .00 7.36 4.36 .000 .045 .055 .000 437.70 2159.03 .002771 55. 55. 55. 2 0 0 .00 506.02 3361.31 I 18JUL96 11: 40: 58 SBC/qO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANKELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP. AR TOPWXD ENDST 1490 NH CARD USED *SECNO 32725.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, K~TIO - 2.33 32725.000 23.04 461.24 .00 .00 461.35 .10 .44 .06 463.00 14900.0 5098.8 6434.7 3366.5 2396.3 1935.7 2625.6 979.7 159.8 461.00 .56 2.13 3.32 1.28 .060 .045 .055 .000 438.20 1284.27 .000510 380. 420. 520. 2 0 0 .00 2160.90 3842.45 1490 NH CARD USED *SECN0 33145.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .69 3495 OVERBANKAREAASSUMED NON-EFFECTIVE, ET,T,RA- 460.64 ELREA- 463.00 33145.000 23.04 461.44 .00 .00 461.67 .23 .28 .04 460.64 14900.0 58.2 14841.8 .0 70.0 3855.5 .0 1027.2 170.3 463.00 .054 .000 .000 438.40 1312.84 .59 .83 3.85 .00 .055 .001066 385. 420. 290. 2 0 0 .00 500.04 1943.72 1490 NH CARD USED *SECNO 33470.000 3265 DIVIDED FLOW 3495 OVERBANKAREAASSUMED NON-EFFECTIVE, ELLEA- 460.20 El.REA- 463.00 PAGE 5O 18JUL96 11:40:58 PAGE 51 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK EL~V Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 33470.000 22.72 461.72 .00 .00 462.06 .34 .35 .03 460.20 14900.0 342.6 14557.4 .0 271.4 3089.8 .0 1054.4 174.2 463.00 .61 1.26 4.71 .00 .055 .041 .000 .000 439.00 969.95 .001114 315. 325. 260. 2 0 0 .00 559.63 1588.61 1490 NH CARD USED *SECIqO 34260.000 3495 OVERBARKAREA ASSL~4ED NON-EFFECTIVE, 461.20 EI~R]~%= 464.00 34260.000 23.74 462.54 .00 .00 462.70 .16 .63 .02 461.20 14900.0 1.8 14898.2 .0 3.6 4684.0 .0 1127.5 184.8 464.00 .68 .49 3.18 .00 .055 .045 .000 .000 438.80 862.70 .000592 830. 790. 250. 2 0 0 .00 596.93 1459.63 1490 NH CARD USED *SECNO 348S0.000 3301 HV CHANGED MOPE THAN HVINS 3302 WAI~NIN~: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KEATIO - .42 3495 OVERBANKAREAASSI~4ED NON-EFFECTIVE, Er.L~%~ 464.30 ELREA~ 464.00 34850.000 23.26 462.56 .00 .00 463.68 1.12 .70 .29 464.30 14900.0 .0 14900.0 .0 .0 1752.7 .0 1171.1 190.0 464.00 · 70 .00 8.50 .00 .000 .045 .000 .000 439.30 1321.30 · 003407 520. 590. 640. 2 0 0 .00 176.52 1497.82 1490 NH CARD USED *SECNO 34950.000 3265 DIVIDED FLOW 3301 HVCHANGEDMOPE THAN HVINS I 18JUL96 11: 40: 58 SECNO DEPTH CWSEL CRIWS WSELK EG HV ltL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP~%R TOPWID 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KP, ATIO - 1.59 34950.000 24.35 463.65 .00 .00 463.97 .32 .21 .08 464.30 14900.0 4532.3 10367.7 .0 2672.0 1952.6 .0 1178.7 192.4 464.00 .71 1.70 5.31 .00 .054 .045 .000 .000 439.30 -252.96 .001354 110. 100. 90. 3 0 0 ~00 1702.77 1515.16 1490 NH CARD USED *SECNO 36970.000 3265 DIVIDED FLOW 36970.000 25.99 465.99 .00 .00 466.26 .27 2.28 .01 465.00 15600.0 11.9 9151.2 6436.9 24.7 1789.2 3006.8 1397.7 257.0 465.00 .85 .48 5.11 2.14 .060 .041 .060 .000 440.00 2850.30 .000966 2020. 2020. 2020. 3 0 0 .00 1086.47 4011.00 1490 NH CARD USED *SECNO 38200.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.90 PAGE 52 38200.000 25.71 466.71 .00 .00 466.79 .08 .51 .02 467.40 15600.0 2433.9 5963.2 7202.9 2182.3 2072.5 3774.3 1555.3 284.6 462.00 · 99 1.12 2.88 1.91 .060 .045 .055 .000 441.00 1559.41 .000267 1150. 1230. 950. 2 0 0 .00 1222.88 2807.06 1490 NH CARD USED *SECNO 39290.000 39290.000 25.11 466.99 .00 .00 467.10 .11 .30 .01 464.00 15600.0 1487.8 7261.1 6851.1 1241.4 2173.4 3773.6 1743.1 311.8 460.00 .055 .000 441.88 1157.83 1.11 1.20 3.34 1.82 .055 .044 .000294 980. 1090. 1110. 2 0 0 .00 1027.13 2184.96 i 18JUL96 11:40: 58 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIM~ VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP. AR TOPWID ENDST PAGE 53 1490 NH CARD USED *SECNO 39440. 000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RA/qGE, KRATIO - .46 39440.000 24.72 466.72 .00 .00 467.36 .64 .10 .16 464.00 15600.0 1351.5 12186.5 2062.0 672.3 1689.4 1171.9 1769.0 316.5 462.50 .045 .060 .000 442.00 3774.11 1.12 2.01 7.21 1.76 .055 .001386 150. 150. 280. 2 0 0 .00 848.56 4712.51 1490 NH CARD USED *SRCNO 39490.000 3265 DIVIDED FLOW 39490.000 25.15 467.15 .00 .00 467.45 .30' .OS .03 467.50 15600.0 1772.1 13756.9 70.9 828.2 2995.0 56.8 1773.2 317.3 468.50 1.13 2.14 4.59 1.25 .045 .045 .045 .000 442.00 3778.36 .000802 50. 50. 50. 2 0 0 .00 551.30 4642.77 1490 NH CARD USED *SECHO 39540.000 3265 DIVIDED FLOW 39540.000 25.06 467.06 .00 .00 467.56 .50 .05 .06 464.00 15400.0 1451.8 11273.2 2675.0 757.9 1726.1 1337.2 1777.6 318.2 462.50 1.13 1.92 6.53 2.00 .055 .045 .050 .000 442.00 3771.02 .001104 50. 50. 50. 2 0 0 .00 873.25 4716.30 1490 NH CARD USED *SECNO 40650.000 468.43 .23 .85 .03 464.80 40650.000 28.20 468.20 .OO .00 10200.0 1079.8 6897.9 2222.3 1001.7 1509.0 1140.8 1869.9 339.1 457.80 1.21 1.08 4.57 1.95 .060 .045 .045 .000 440.00 4319.99 .000519 1400. 1110. 800. 2 0 0 .00 826.68 5146.67 i 18JUL96 11: 40: 58 SEC~O DEPTH CWSEL CHIWS WSELK EG }tV H~ OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH ~ WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP. AR TOPWID ENDST 1490 NH CARD USED *SECNO 48000.000 3265 DIVIDED FLOW 48000.000 25.09 470.69 .00 .00 470.78 .09 2.33 .01 457.00 9800.0 3511.9 4257.6 2030.4 2742.7 1261.7 2204.9 2460.0 462.7 466.50 2.00 1.28 3.37 .92 .055 .045 .060 .000 445.60 1637.25 PAGE 54 .000297 5700. 7350. 2900. 3 0 0 .00 1538.66 3198.12 1490 NH CARD USED *SECNO 51350.000 51350.000 25.50 472.00 .00 .00 472.08 .08 9400.0 2838.5 6557.2 4.4 2487.6 2491.3 8.3 2.44 1.14 2.63 .52 .055 .045 .058 .000495 3600. 3350. 3700. 2 0 0 1490 NH CARD USED *SECNO 53350.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, Ki~ATIO - 1.30 2914.4 .000 .00 1.51 .00 585.4 446.50 1438.67 470.30 470.20 3085.59 4524.26 53350.000 24.57 472.57 .00 .00 472.68 .12 .59 .01 456.00 9400.0 3181.7 6153.2 65.1 3322.1 1861.9 126.0 3127.1 656.0 467.00 2.65 .96 3.30 .52 .050 .045 .058 .000 448.00 2481.69 .000217 1650. 2000. 1750. 2 0 0 .00 2182.82 5956.87 1490 NH CARD USED *SECNO 55590.000 3265 DIVIDED FLOW .45 .90 3329.1 .000 .00 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KI~ATI0 55590.000 20.85 473.25 .00 .00 473.67 .42 9400.0 1865.9 7513.3 20.8 1764.3 1289.5 38.4 2.78 1.06 5.83 .54 .060 .045 .060 .001066 2000. 2240. 2200. 2 0 0 .09 739.7 452.40 1412.65 i 18,J-iJ'L96 11: 40: 58 SECN0 DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT , CORAR TOPWID 1490 NH CARD USED *SECNO 56940.000 3265 DIVIDED FLOW 56940.000 25.50 474.50 .00 .00 474.79 .29 1.10 .01 9400.0 2737.0 6635.6 27.5 2031.1 1311.4 51.6 3425.1 781.2 2.87 1.35 5.06 .53 .053 .045 .058 .000 449.00 · 000668 1250. 1350. 1250. 2 0 0 .00 1465.41 I 18JUL96 11: 40: 58 T1 T2 T3 DENTON CREEK - PROPOSED CONDITIONS - (K-H: F.I.S. W/ LAKE PARK ADD.) DENTON CREEK - 100 YR DISCHARGE PROFILE FIS D~NTONCREEK, TEXAS FILE: DCPROP.DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL 0 5 0 0 0 0 0 0 455.89 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM 15 0 -1 470.00 472.00 2775.01 4441.00 L-BANK EIA~/ R-BANK ELEV SSTA ENDST 462.00 474.00 2329.63 4504.29 PAGE PAGE 55 56 18JT3L96 11:40:58 SECNO DEPTH CWSEL CRIWS WSELK EG HV HI, OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COPu%R TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST PAGE 57 *PROF 4 0 CCI-IV- .100 CEHV- .300 *SECNO 25530.000 3280 CROSS SECTION 25530.00 EXTENDED 3470 ENCROACHMENT STATIONS- 2494.0 ELENCL= 470.00 ELENCR= 470.00 25530.000 21.49 455.89 .00 36200.0 .4 36199.6 .0 · 00 .58 10.12 .00 .001669 700. 700. 560. ~SEC~O 25770.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 2495.0 ELENCL= 470.00 ELENCR= 470.00 25770.000 22.25 456.85 .00 36200.0 .1 36199.9 .0 · 01 .25 7.95 .00 .000899 240. 240. 240. 1490 NH CARD USED *SECNO 26830.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- 2619.0 ELENCL- 470.00 ELENCR- 470.00 26830.000 22.01 458.31 .00 36200.0 .2 24509.6 11690.2 .08 .33 5.15 2.12 .000580 1030. 1010. 960. 2.09 FEET 2742.0 TYPE- 1 TARGET- 455.89 457.48 1.59 .7 3577.1 .0 · 055 .035 .000 0 0 0 2780.0 ' TYPE- 1 TARGET= .00 457.83 .98 .3 4551.1 .0 .055 .035 .000 2 0 0 248.000 .00 .00 455.33 .0 .0 470.00 .000 434.40 2494.00 .00 248.00 2742.00 285.000 .29 .06 455.33 22.4 1.5 470.00 .000 434.60 2495.00 .00 285.00 2780.00 5200.0 TYPE- I TARGET= 2581.000 .00 458.61 .30 .6 4759.6 5513.3 .055 .032 .055 2 0 0 .71 .07 457.35 191.1 21.8 452.00 .000 436.30 2619.00 .00 1516.80 4135.80 18JUL96 11:40:58 SI/CNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROS XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1490 NH CARD USED *SBCNO 26880.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 26880.000 22.35 458.55 .00 .00 458.77 .22 36200.0 .0 22982.0 13218.0 .0 5403.2 4613.9 .09 .00 4.25 2.86 .000 .053 .045 .001124 32. 50. 479. 2 0 0 1490 NH CARD USED *SECNO 27165.O00 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST .16 .01 461.50 252.6 34.5 457.50 .000 436.20 1023.80 .00 1710.09 2752.21 1.94 27165.000 22.70 458.80 .00 .00 458.91 .11 .12 .01 461.50 36200.0 .0 7182.7 29017.3 .0 3115.5 10673.4 315.7 42.9 459.00 .11 .00 2.31 2.72 .000 .053 .040 .000 436.10 995.80 .000297 240. 284. 201. 2 0 0 .00 1604.14 2655.44 1490 NH CARD USED *SECNO 27449.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 27449.000 23.28 458.88 .00 .00 458.97 .09 36200.0 .0 8413.5 27786.5 .0 4910.8 10837.1 .14 .00 1.71 2.56 .000 .054 .037 .000201 240. 284. 248. 2 0 0 .06 .00 460.30 403.0 52.8 457.50 .000 435.60 1019.62 .00 1740.59 2760.21 PAGE 58 1490 NH CARD USED '~'SECNO 27748.000 1530 MANNINGS N VALUES FOR CHANNEL CO.POSITED 3265 DIVIDED FLOW 27748.000 23.73 458.93 .00 .00 459.03 .09 36200.0 .0 7106.9 29093.1 .0 4455.2 11207.7 .18 .00 1.60 2.60 .000 .054 .037 .000196 324. 299. 262. 2 0 0 I 18~H3L96 11:40: 58 .05 501.5 .000 .00 .00 63.S 435.20 1691.04 SECNO DEPTH CWSEL CRIWS WSELK EG }iV ItL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB ](/qL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID 1490 NH CARl) USED *SEC~O 27992.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 27992.000 23.39 458.99 .00 .00 459.09 .09 36200.0 .0 10869.3 25330.7 .0 4904.5 10078.7 .21 .00 2.22 2.51 .000 .050 .040 .000211 213. 244. 309. 0 0 0 1490 NH CARD USED *SEC~IO 28168.000 1530 MANNINGS N VALUES FOR CHANNELCOMPOSITED .06 603.2 .000 .00 3265 DIVIDED FLOW .00 74.0 435.60 1468.71 28168.000 22.44 459.04 .00 .00 459.12 .09 .04 .00 36200,0 .0 7734.3 28465.7 .0 4371.2 11360.2 676.8 81.1 .23 .00 1.77 2.51 .000 .050 .037 .000 436.60 · 000151 167. 176. 223. 0 0 0 .00 1463.68 1490 NH CARD USED *SEClqO 28492.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED.FLOW 460.00 456.50 1075.26 2788.60 L-BANK ELEV R-BANK ELEV SSTA ~NDST 460.00 458.60 1045.06 2610.91 460.00 458.80 1024.87 2490.58 28492.000 22.78 459.08 .00 .00 459.18 .10 .05 .00 460.00 36200.0 .0 8009.2 28190.8 .0 4291.0 10443.7 785.9 91.3 459.20 .27 .00 1.87 2.70 .000 .051 .036 .000 436.30 1219.88 .000172 406. 324. 307. 2 0 0 .00 1372.92 2594.76 1490 NH CARD USED *SECNO 28720.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED .01 100.4 436.80 1217.36 3265 DIVIDED FLOW .06 882.7 .000 .00 28720.000 22.32 459.12 .00 .00 459.25 .12 36200.0 .0 9935.9 26264.1 .0 4192.7 8786.1 .30 .00 2.37 2.99 .000 .047 .037 · 000232 173. 228. 338. 0 0 0 I 18JUL96 11: 40: 58 SECHO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS O QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN RLMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID 1490 NH CARD USED *SECNO 28890.000 1530 MANNINGS N VALUES FOR CHANNEL COt4POSITED 3265 DIVIDED FLOW 460.00 4S8.60 1284.53 2537.70 L-BANK ELEV R-BANK ELEV SSTA ENDST PAGE PAGE 59 6O 3470 ENCROACHMENT STATIONS- .0 2526.0 TYPE- i TARGET- 28890.000 22.05 459.15 .00 .00 459.32 .16 2525.999 .06 .01 S12.00 36200.0 .0 11678.2 24521.8 .0 3973.3 7290.7 934.4 105.5 460.00 .32 .00 2.94 3.36 .000 .051 .040 .000 437.10 1300.37 · 000435 153. 170. 194. 0 0 0 .00 1172.57 2526.00 1490 NH CARD USED *SECNO 29124.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 29124.000 21.85 459.25 .00 .00 459.51 .27 .17 .03 462.00 36200.0 .0 20273.4 15926.6 .0 4411.0 4537.3 1002.7 113.7 459.00 .34 .00 4.60 3.51 .000 .049 .040 .000 437.40 1275.19 .000783 161. 234. 337. i 0 0 .00 1166.19 2441.38 1490 NH CA~DUSED *SECNO 29651.000 1530 MANNINGS N VALUES FOR CHANNELCO~/K)SITED 29651.000 21.59 459.65 .00 .00 469.81 .16 .29 .01 462.00 36200.0 .0 14812.2 21387.8 .0 4661.3 6651.6 1109.4 127.6 457.40 .38 .00 3.18 3.22 '000 .050 .041 .000 438.06 1177.39 .000498 600. 527. 404. 2 0 0 .00 1597.87 2775.26 1490 NH CARD USED *SECNO 29831.000 1530 MANNINGS N VALUES FOR CHANNEL ¢OI~PO.qlTED 3265 DIVIDED FLOW 29831.000 21.59 459.73 .00 .00 459.89 .16 .08 .00 462.00 36200.0 .0 13612.3 22587.7 .0 4320.3 6865.0 1158.6 134.6 458.00 .39 .00 3.15 3.29 .000 .047 .038 .000 438.14 1156.07 .000384 171. 180. 197. 2 0 0 .00 1561.92 2769.93 i 18JUL96 11:40:58 SECNO DEPTH CWSEL CRXWS WSELK EG HV HL OLOSS L-BANK EL~V Q QLOB QCH QROB ~/~OB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EI~MIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID ENDST 1490 NH CARD USED *SECNO 30027.000 1530MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE KRATIO - .58 30027.000 21.52 459.75 .00 .00 460.11 .35 .16 .06 462.00 36200.0 .0 19570.1 16629.9 .0 4217.3 3367.9 1212.9 142.4 460.00 .41 .00 4.64 4.94 .000 .052 .043 .000 438.23 1136.99 .001144 148. 196. 299. 2 0 0 .00 965.40 2182.33 1490 NH CARD USED *SECNO 30384.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3280 CROSS SECTION 30384.00 EXTENDED .20 FEET CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3302 WARNING: K~ATIO - .63 460.84 .65 .65 .09 30384.000 22.06 460.20 .00 .00 36200.0 .0 26476.4 9723.6 .0 3898.0 1783.1 1270.4 151.2 .42 .00 6.79 5.45 .000 .053 .052 .000 438.14 .002880 371. 357. 410. 2 0 0 .00 1011.48 1490 NH CARD USED *SECHO 30604.000 1530 MANNINGS N VALUES FOR CHANNEL CO,POSITED 3280 CROSS SECTION 30604.00 EXTENDED .01 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 30604.000 22.46 461.01 .00 .00 461.34 36200.0 .0 20512.5 15687.5 .0 3919.5 · 44 .00 5.23 3.68 .000 .051 .001263 269. 220. 319. 2 0 KRATIO - .33 4259.9 .050 0 1.51 .47 1312.3 .000 .00 .03 159.2 438.55 1381.00 462'.00 460.00 1052.22 2150.00 461.00 461.00 1014.00 2395.00 PAGE 61 i 180TJ-L96 11:40:58 P~E 62 SECNO DEPTH CWSEL CRIWS WSELK EG }iV Q QLOS QCH QROB ALOB AC~ AROB TIME VLOB VCH VROB XNL XNC~ XNR SLOPE XLOBL XLCH XLOBR I/RIAL IDC ICONT HL OLOSS L-BANKELEV VOL TWA R-BANKELEV WTN ELMIN SSTA COP. AR TOPWID ENDST 1490 NH CARD USED *SECNO 30958.000 1530 MANNING~ N VALUES FOR CF, ANNELCC~4POSITED 3265 DIVIDED FLOW 3280 CROSS SECTION 30958.00 EXTENDED 3302 WARNING: CONVEYANCE CHAN~E OUTSIDE OF ACCEPTABLE RANGE, I~.ATIO = 1.94 30958.000 22.86 461.41 .00 .00 461.55 .14 .19 .02 461.00 36200.0 .0 4713.6 31486.4 .0 2156.0 10204.7 1387.1 169.2 462.00 .47 .00 2.19 3.09 .000 .055 .042 .000 438.55 1048.00 .000337 303. 354. 302. 2 0 0 .00 1421.05 2504.00 1490 NH CARD USED *SECEO 31335.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3280 CROSS SECTION 31335.00 EXTENDED .47 FEET KRATIO - 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, .51 31335.000 22.92 461.47 .00 .00 461.82 .35 .21 .06 461.00 36200.0 .0 10525.4 25674.6 .0 1932.7 5787.5 1467.9 179.5 461.00 .49 .00 5.45 4.44 .000 .049 .042 .000 438.55 1037.00 .001321 377. 377. 344. 2 0 0 .00 1156.00 2193.00 CCHV- .500 CEHV- .700 *SBCEO 32150.000 326S DIVIDED PLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- 3040.0 6180.0 TYPE- I TARGET- ELENCL- 470.00 ELENCRB 470.00 32150.000 24.35 461.35 459.95 .00 463.00 1.64 36200.0 682.2 27272.6 8245.2 423.5 2316.7 3291.2 .49 1.61 11.77 2.51 .055 .035 .055 · 001832 160. 170. 180. 4 5 0 i 18JUL96 11: 40: 58 SSCNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ~JaOB ACH A~OB TIME VLOB VCH VI~OB XNL XNCH XNR SLOPE XLOBL XLCH XLOBK ITRIAL IDC ICONT 1490 NH CA~.DUSED *SECN0 32200.000 3265 DIVIDED FLOW 3301 l-IV CHAtagED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD- 463.60 MAX ELLC- ******** 3470 ENCROACHMENT STATIONS- 3050.0 6260.0 TYPEs I TARGET- E~NCL- 470.00 ELENCR- 470.00 32200.000 25.56 460.56 .00 .00 465.15 4.59 36200.0 .5 32832.3 3367.2 1.0 1841.5 378.9 .49 .47 17.83 8.89 .055 .015 .022 .001751 50. 50. 50. 2 0 0 3140.000 .27 .91 460.50 1495.8 186.1 460.00 .000 437.00 3040.00 .00 2053.18 5141.66 HL OLOSS L-BANK ELEV VOL TWA 1~- BANK EL~V WTN ELMIN SSTA COP. AR TOPWID ENDST 3210.000 .09 2.06 461.50 1500.5 187.4 461.50 · 000 435.00 3380.89 · 00 202.51 4406.05 PAGE 63 WARNING SECNO- WARNING SEC~O= WARNING SECNO= WARNING SECNO- WARNING SECNO- CAUTION SECNO= CAUTION SECNO- WARNING SECNO- WARNING SECNO- WARNING SECNO= WARNING SECNO- WARNING SECN0- CAUTION SECNO- WARNING SECNO- WARNING SECNO= WARNING SECNO- WARNING SECNO- WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO- WARNING SECNO- WARNING SECNO- WARNING SECNO- WARNING SECNO- i 18JUL96 NARNING SECNO= WARNING SECNO- WARNING SECNO- WARNING SECNO- WARNING SECNO- WARNING SECNO- WARNING SECNO- WARNING SECNO- WARNING SECNO- WARNING SECNO- WARNING SECNO- WARNING SECNO- WARNING SECNO- NARNING SECNO- WARNING SEC~O- WARNING SECNO- WARNING SECNO- WARNING SECNO- WARNING SECNO- WARNING SECNO- WARNING SECNO- WARNING SECN0- WARNING SECNO- WARNING SECNO= 30604.000 30958.000 30958.000 30958.000 30958.000 31335.000 31335.000 31335.000 31335.000 31335.000 32150.000 32150.000 32230.000 32250.000 32250.000 32305.000 32305.000 32305.000 32?25.000 32725.000 32?25.000 32725.000 33145.000 34850.000 34850.000 11:40:58 34850.000 34850.000 34950.000 34950.000 36970.000 36970.000 38200.000 38200.000 38200.000 38200.000 39440.000 39440.000 39440.000 39440.000 39490.000 48000.000 51350.000 53350.000 53350.000 53350.000 55590.000 55590.000 55590.000 S5590.000 PROFILE= PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- PROFILE= PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- PROFILB= PROFILE= PROFILE- PROFILE= PROFILE= PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I CONVEYANCE CHANGE OUTSIDEACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I CRITICAL DEPTH ASSUMED i MINIML~4 SPECIFIC ENERGY 2 CONVEYANCE CHAI~GE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 20 TRIALS ATTEMPTED TO BALANCE WSEL i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE- PROFILE- PROFILE- PROFILE- PROFILE= PROFILE= PROFILE- PROFILE- PROFILE- PROFILE~ PROFILE= PROFILE- PROFILE= PROFILE- PR~FILE- PROFILE- PROFILE= PROFILE= PROFILE- PROFILE- PROFILE- PROFILE' PROFILE= PROFILE- 3 4 3 4 1 2 1 2 3 4 1 2 3 4 1 4 2 2 3 4 1 2 3 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE C~ANGE OUTSIDE ACCEPTABLE RANGE CON'v-EYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RAlqGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE COI~YANCE C~GE OUTSIDE ACCEPTABLE R~GE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 85 Appendix C FIS Duplicate Effective Floodway HEC-2 Model (DCFLMODZ.out) * HECo2 WATER SURFACE PROFILES * * Version 4.6.2; May 1991 * * RUN DATE 27MAR96 TIME 12:30:56 * * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC E~K~INEERING * 609 SSCO~D S~ET, SUITE D * DAVIS, CALIF~IA 95616-4687 * (916) 756-1104 I 27~%R96 i2: 30: 56 X X XXXXXXX XXXXX X X X X X X X X X XXXXXXX XXXX X X X X X X X X X X X X XXXXXXX XXXXX X X X XXXXX X X XXXXXXX ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* J2 NPROF T1 DE~FfON CREEK - POST-PROJECT MODEL (FLOODWAY) T2 DENTON CREEK - 100 YRDISCHARGE PROFILE FIS T3 DENTON CREEK, TEXAS FILE: DCFLMODZ.HC2 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS 0 4 0 0 0 0 0 IPLOT PP, FVS XSECV XSECH FN ALLDC i 0 -1 J3 VARIABLE CODES FOR S~%~%RY PRINTOUT 110 150 200 MODEL DEVELOPED FROM FIS REPLICATION FILE DCBFL {89123N4F) WITH CROSS SECTIONS 268+80 T~ROUGH 313+35 INSERTED FROM PROPOSED GRADING PLAN FOR THE COPPS~.~. CO~4UNITY PARK. Q IBW QT 8 20600 '20600 20600 20600 20600 20600 NC .055 .055 .035 .1 .3 ET 2494. 2742. 2.1 7.1 2494. X1 25530 45 2495.2 2742.67 700 560 700 GR 469.5 500 460.5 600 455.6 700 452.9 ~R 449.9 1000 451.1 1100 450.6 1200 451.3 OR 451 1500 451.4 1600 451.6 1700 451.5 GR 453.1 2000 453.4 2100 454.2 2200 454.3 GR 455.33 2495.2 436.63 2570 436.63 2627.2 434.5 GR 454.8 2742.67 453.5 2780 455.0 2880 456.5 CaR 457.8 3240 457.8 3315 457.8 3395 457.2 GR 456.9 3680 458.0 3825 458.4 3905 458.7 ~ 457 4200 456.5 4300 455.1 4400 454.9 0 453.5205 C~NIM THIS RUN BXEC~OTED 27MAR96 20600 2743. 8OO 1300 1800 2300 2630 3020 3540 4000 4500 PQ ITRAL~ ET 2495 2780 2.1 7.1 2495 2780 Xl 25770 40 2495.2 2780 240 240 240 GR 469.5 500 460.5 600 455.6 700 452.9 800 ~ 449.9 1000 451.1 1100 450.6 1200 451.3 1300 OR 451 1500 451.4 1600 451.6 1700 451.5 1800 GR 453.1 2000 453.4 2100 454.2 2200 454.3 2300 GR 455.33 2495.2 436.73 2570 436.73 2650 434.6 2660 GR 456.0 2780 456.8 2845 456.8 3060 457.6 3210 GR 457.7 3370 457.7 3420 457.3 3445 457.3 3490 GR 457.1 3540 456 3555 456 3590 459.6 3600 1 27~%R96 12:30:56 QT 8 21300 21300 21300 21300 21300 NH 5 .055 2619.58 .035 2818.65 .055 NH 5200 20600 450.4 450.8 452.7 455 434.40 456.8 455.9 457.7 453.8 450.4 450.8 452.7 455 434.60 457.8 457.1 457.7 21300 2900 21300 .035 21300 3100 12:30:56 9OO 1400 1900 2400 2670 3100 3620 4100 4600 9OO 1400 1900 2400 2710 3230 3515 4360 PAGE .055 CORRECTIONS PROVIDED V~BALLY POINTS 3500, 3650, AND 3920 CORRECTED PER DEWBERRY-DAVIS FIS UPDATE IN OC'I~BER 1992. AHHA. ET 2619. 5200. 2.1 7.1 2619.58 11 26830 42 2619.58 3100 1030 960 1010 GR 464.9 550 461.9 600 459.1 700 455.9 GR 451.7 1000 451.3 1100 451.2 1200 450.9 GR 452.8 1500 452.8 1600 452.4 1700 453.2 GR 453.3 2000 454.2 2100 454.4 2200 455.3 GR 455.9 2500 457.6 2600 457.35 2619.58 436.74 GR 456.91 2818.65 457.8 2900 451.6 3000 448.7 OR 436.5 3062 452 3100 454 3200 452 GR 452.0 3500 452 3650 452.0 3920 456.3 GR 461.9 5100 465 5200 AHHA CROSS SECTION - 16 APRIL SECTIONS 268+80 THRU 313+35 FROM PROPOSED C~RADIN~ PLAN FOR THE COPPELL SECTIONS 268+80 THROUC~ 313+35 R.O.B. FLOODWAY SET AT 100 YEAR CWSSL END STATION BIK]IN PROPOSED PARK IMPROVEMENTS 3200. 800 1300 1800 2300 2702 3005 3230 4000 452.9 451.1 453.1 456 436.74 436.3 452 460 9O0 1400 1900 2400 2738 3027 3290 4250 NH 6 .05 1060.0 .04 1241.0 .065 1444.0 .04 1521.0 .07 NH 1634.0 .045 2761.0 ET 7.1 1012.0 2668.71 11 26880 35.0 1012.0 1585.0 32 479 50 OR 461.5 1012.0 455.0 1038.0 450.0 1060.0 436.76 1113.0 436.76 1188.0 OR 450.0 1241.0 455.0 1265.0 457.0 1276.0 458.0 1286.0 458.7 1304.0 OR 458.0 1371.0 455.0 1407.0 450.0 1444.0 436.2 1468.0 436.4 1488.0 GR 450.0 1521.0 455.0 1530.0 457.5 1585.0 457.0 1634.0 456.0 1666.0 GR 455.4 1708.0 455.3 1767.0 455.0 1820.0 454.0 1889.0 453.a. 2084.0 OR 454.0 2133.0 454.1 2214.0 454.0 2300.0 453.8 2327.0 454.0 2342.0 OR 454.2 2423.0 454.0 2481.0 454.0 2634.0 455.0 2683.0 459.0 2761.0 NH 4.0 .0500 1038.0 .0400 1189.0 .0700 1433.0 .0400 2658.0 ET 7.1 985.0 2610.10 Xl 27165 28.0 985.0 1308.0 240 201 284 OR 461.5 985.0 455.0 1011.0 450.0 1038.0 436.90 1090.0 436.1 OR 450.0 1189.0 455.0 1218.0 458.0 1239.0 458.5 1270.0 459.0 OR 459.0 1340.0 458.0 1381.0 455.0 1403.0 454.0 1408.0 453.0 GR 452.0 1433.0 451.0 1558.0 450.0 1683.0 449.0 1808.0 448.5 OR 449.0 2050.0 449.5 2186.0 449.0 2260.0 449.0 2360.0 450.0 OR 452.0 2505.0 455.0 2607.0 459.0 2658.0 1 27MAR96 12:30:56 1137.0 1308.0 1420.0 1909.0 2460.0 PAGE NH 8 .05 1054.0 .04 1199.0 .065 1427.0 .04 1499.0 .07 NH 1544.0 .04 2106.0 .035 2490.0 .040 2761.0 ET 7.1 1014.0 2736.39 11 27449 39.0 1014.0 1534.0 240 248 284 OR 460.3 1014.0 .455.0 1035.0 450.0 1054.0 437.04 1104.0 437.04 1149.0 OR 450.0 1199.0 455.0 1220.0 456.0 1245.0 457.6 1280.0 455.0 1322.0 GR 455.0 1354.0 456.4 1368.0 455.0 1413.0 450.0 1427.0 435.6 1470.0 OR 435.7 1485.0 450.0 1499.0 455.0 1521.0 457.5 1534.0 455.0 1544.0 OR 453.0 1610.0 453.0 1668.'0 452.0 1826.0 451.0 1944.0 450.0 2042.0 OR 449.0 2066.0 446.6 2106.0 446.6 2150.0 446.6 2183.0 446.6 2415.0 OR 446.6 2430.0 446.6 2490.0 450.0 2590.0 451.0 2637.0 452.0 2657.0 OR 453.0 2687.0 454.0 2700.0 455.0 2734.0 459.0 2761.0 APPROXIMATE LOCATION FIS SECTION 280+80 'n' VALU~ LOWERED FOR PROPOSED CONDS. THRU I.~KE EXPANSION AREA NH 8 .05 1109.0 .04 1253.0 .065 1516.0 NH 1616.0 .040 2252.0 .035 2629.0 .040 2789.0 ET 7.1 1071.0 11 27748 39.0 1071.0 1606.0 324 262 299 OR 460.0 1071.0 4S5.0 1091.0 450.0 1109.0 437.18 OR 450.0 1253.0 455.0 1275.0 458.0 1286.0 458.0 OR 459.2 1441.0 455.0 1499.0 450.0 1516.0 435.2 OR 450.0 1583.0 455.0 1594.0 456.5 1606.0 455.0 OR 451.0 1666.0 450.7 1681.0 451.0 1696.0 452.0 GR 452.0 1836.0 451.0 1948.0 450.0 2045.0 449.0 GR 446.6 2252.0 446.6 2258.0 446.6 2259.0 446.6 OR 451.0 2683.0 452.0 2733.0 455.0 2765.0 459.0 'n' VALU~ LOWERED THRU LAKE EXPANSION AREA .04 2767.54 1160.0 1371.0 1538.0 1616.0 1713.0 2083.0 2629.0 2789.0 1583.0 437.18 459.0 435.3 452.0 452.4 448.0 448.0 .O7 1202.0 1426.0 1557.0 1644.0 1728.0 2149.0 2636.0 NH 8 .05 1081.0 .04 1224.0 .065 1391.0 .04 1482.0 .07 NH 1600.0 .040 2336.0 .035 2408.0 .040 2617.0 ET 7.1 1041.0 2589.88 11 27992 42.0 1041.0 1543.0 213 309 244 OR 460.0 1041.0 455.0 1061.0 450.0 1081.0 437.28 1132.0 437.28 1173.0 GR 450.0 1224.0 455.0 1243.0 459.0 1265.0 459.7 1302.0 459.7 1339.0 GR 459.0 1362.0 455.0 1375.0 450.0 1391.0 436.0 1410.0 435.6 1452.0 GR 450.0 1482.0 455.0 1508.0 458.0 1528.0 458.6 1543.0 458.0 1558.0 GR 455.0 1572.0 451.0 1600.0 450.0 1609.0 449.0 1631.0 448.0 1666.0 GR 447.4 1693.0 448.0 1721.0 449.0 1969.0 449.9 2050.0 449.9 2160.0 GR 449.0 2282.0 448.0 2322.0 446.6 2336.0 446.6 2340.0 446.6 2408.0 GR 448.0 2424.0 449.0 2444.0 450.0 2475.0 451.0 2526.0 452.0 2565.0 GR 455.0 2587.0 460.0 2617.0 NH 10 .05 1061.0 .04 1214.0 .065 1275.0 .04 1353.0 .07 NH 1419.0 .040 1566.0 .035 2024.0 .040 2218.0 .035 2297.0 .04 NH 2496.0 ET 7.1 1021.0 2470.91 Xl 28168 32.0 1021.0 1419.0 167 223 176 GR 460.0 1021.0 455.0 1041.0 450.0 1061.0 437.36 1112.0 437.36 1146.0 GR 450.0 1197.0 455.0 1214.0 459.2 1241.0 455.0 1265.0 450.0 1275.0 GR 436.6 1293.0 438.9 1328.0 450.0 1353.0 455.0 1375.0 458.8 1419.0 GR 455.0 1461.0 453.0 1488.0 449.0 1525.0 448.0 1555.0 446.6 1566.0 GR 446.6 2024.0 448.0 2040.0 448.4 2125.0 448.0 2198.0 446.6 2218.0 I P~E 27MAR96 12:30:56 GR 446.6 2297.0 GR 455.0 2468.0 APPROXIMATE LOCATION FIS 448.0 2319.0 460.0 2496.0 SECTION 288*70 449.0 2339.0 450.0 2364.0 451.0 2437.0 QT 8 21300 21300 21300 21300 21300 21300 21300 21300 NH 8 .05 1259.0 .04 1401.0 .065 1503.0 .04 1572.0 .07 NH 1605.0 .040 1842.0 .035 2384.0 .040 2599.0 ET 7.1 1215.0 2578.64 Xl 28492 32.0 1215.0 1605.0 406 307 324 GR 460.0 1215.0 460.0 1216.0 455.0 1237.0 450.0 1259.0 437.50 1309.0 ~R 437.50 1351.0 450.0 1401.0 455.0 1416.0 457.0 1424.0 457.4 1439.0 OR 457.0 1465.0 455.0 1492.0 450.0 1503.0 437.6 1518.0 436.3 1536.0 GR 450.0 1572.0 455.0 1583.0 459.2 1605.0 455.0 1650.0 453.0 1689.0 GR 450.0 1735.0 449.0 1782.0 448.0 1822.0 446.6 1842.0 446.6 2384.0 GR 448.0 2447.0 449.0 2490.0 450.0 2522.0 451.0 2544.0 453-D 2566.0 GR 455.0 2576.0 460.0 2599.0 NH 10 .05 1321.0 .04 1537.0 .065 1576.0 .04 1643.0 .07 NH 1689.0 .040 1830.0 .035 1945.0 .040 2150.0 .035 2350.0 .04 NH 2543.0 7.1 1280.0 2516.67 Xl 28720 40.0 1280.0 1689.0 173 338 228 GR 460.0 1280.0 460.0 1281.0 455.0 1301.0 450.0 1321.0 437.62 1372.0 OR 437.62 1415.0 450.0 1466.0 455.0 1483.0 458.0 1495.0 459.0 1509.0 GR 459.7 1537.0 459.0 1552.0 455.0 1565.0 450.0 1576.0 437.5 1597.0 GR 436.8 1609.0 450.0 1643.0 455.0 1657.0 458.6 1689.0 455.0 1711.0 OR 450.0 1746.0 449.0 1758.0 448.0 1806.0 446.6 1830.0 446.6 1945.0 GR 448.0 1985.0 449.0 2010.0 449.0 2115.0 448.0 2140.0 446.6 2150.0 OR 446.6 2350.0 450.0 2388.0 451.0 2417.0 452.0 2423.0 452.0 2443.0 GR 450.0 2456.0 450.0 2486.0 452.0 2501.0 455.0 2513.0 460.0 2543.0 NH 6 .05 NH 1699.0 .040 ET X1 28890 45.0 GR 462.0 1289.0 OR 437.71 1433.0 OR 459.0 1564.0 GR 437.1 1637.0 GR 460.0 1709.0 C,R 448.0 1802.0 GR 450.0 2253.0 GR 451.0 2457.0 GR 456.5 2555.0 APPROXIMATE LOCATION PIS 1339.0 .04 1482.0 .065 1610.0 .04 1666.0 .075 2703.0 2526 2.1 7.1 1289.0 2526.00 1289.0 1696.0 153 194 170 460.0 1297.0 455.0 1317.0 450.0 1339.0 437.71 1388.0 .450.0 1482.0 455.0 1499.0 459.0 1516.0 459.5 1539.0 456.0 1581.0 455.0 1596.0 450.0 1610.0 437.5 1633.0 450.0 1666.0 455.0 1677.0 460.0 1696.0 460.9 1699.0 455.0 1732.0 451.0 1749.0 450.0 1759.0 449.0 1775.0 449.0 1837.0 450.0 2012.0 451.0 2079.0 451.0 2236.0 448.0 2268.0 448.0 2273.0 450.0 2293.0 450.0 2411.0 451.2 2459.0 449.0 2495.0 449.0 2526.0 456.5 2526.0 453.6 2555.0 453.6 2571.0 455.0 2629.0 460.0 2703.0 SBCTION 296+10 NH 4 .05 1318.0 .04 1542.0 .07 1654.0 .040 2490.0 ET 7.1 1264.0 2359.22 X1 29124 29 1264.0 1620.0 161 337 234 GR 462.0 1264.0 460.0 1272.0 455.0 1293.0 450.0 1318.0 437.83 GR 437.83 1409.0 449.5 1456.0 437.4 1488.0 437.6 1512.0 450.0 OR 455.0 1577.0 459.0 1620.0 459.0 1654.0 455.0 1673.0 451.0 GR 450.5 1705.0 451.0 1715.0 452.0 1755.0 453.0 1846.0 453.8 OR 453.0 2184.0 452.0 2284.0 451.8 2318.0 452.0 2328.0 453.0 1 460.0 27MAR96 12:30:56 2490.0 2426.0 OR 454.0 2340.0 455.0 2345.0 459.0 1367.0 1542.0 1693.0 2015.0 2333.0 NH 10 .05 1219.0 .04 1410.0 .065 1529.0 .04 1597.0 .07 NH 1620.0 .040 1735.0 .040 1780.0 .040 2486.0 .075 2604.0 .045 NH 2777.0 ET 7.1 1168.0 2590.89 X1 29651 48.0 1168.0 1615.0 600 404 527 GR 462.0 1168.0 460.0 1176.0 455.0 1196.0 450.0 1219.0 438.06 1267.0 GR 438.06 1320.0 450.0 1368.0 455.0 1387.0 459.0 1410.0 459.0 1427.0 OR 458.0 1471.0 455.0 1497.0 450.0 1529.0 438.8 1550.0 438.9 1571.0 GR 450.0 1597.0 455.0 1605.0 457.0 1610.0 457.4 1615.0 457.0 1620.0 PAGE OR 455.0 1625.0 450.0 1670.0 449.0 1710.0 449.0 1735.0 450.0 1780.0 GR 450.8 1932.0 450.0 2102.0 449.8 2115,0 449.7 2135.0 449.8 2156.0 GR 449.9 2162.0 450.0 2170.0 455.0 2210.0 457.0 2228.0 458.0 2331.0 GR 458.0 2403.0 455.0 2486.0 454.0 2494.0 454.0 2502,0 457.0 2523.0 OR 457.0 2558.0 455.0 2566.0 453.0 2573.0 453.0 2577.0 455.0 2585.0 GR 459.0 2604.0 459.0 2772.0 460.0 2777.0 OR OR GR GR GR 10 .05 1654.0 .040 2771.0 29831 47 462.0 1147.0 438.14 1296.0 460.0 1421.0 439.3 1518,0 459.8 1586.0 449.0 1735.0 457.0 2139.0 458.0 2388.0 459.0 2434.0 458.0 2763.0 APPROXIMATE LOCATION FIS 1175.0 .04 1421.0 .065 1480,0 .04 1543.0 .07 1770.0 .035 2090.0 .045 2396.0 .075 2434.0 .045 1147.0 1570.0 460.0 1155.0 450.0 1343.0 459.0 1444.0 450.0 1543.0 455.0 1607.0 447.9 1770.0 458.0 2239.0 455.0 2396.0 459.0 2476.0 460.0 2771.0 SECTION 305+70 171 455.0 455.0 455.0 455.0 455.0 447.9 458.0 452.0 458.0 7.1 197 1175.0 1361.0 1462.0 1552.0 1654.0 2090.0 2277.0 2400.0 2536.0 1147.0 180 450.0 460.0 450.0 457.0 451.0 450.0 457.0 452.0 457.3 2421.32 1197.0 1377.0 1480.0 1557.0 1684.0 2100.0 2307.0 2408.0 2582.0 NH 8 .05 1176.0 .04 1314.0 .065 1420.0 .04 NH 1672.0 .045 1940.0 .035 1975.0 .045 2190.0 ET 7.1 1128.0 2140.64 Xl 30027 34 1128.0 1525.0 148 299 196 G~R 462.0 1128.0 460.0 1136.0 455.0 1156.0 450.0 1176.0 GR 438.23 1267.0 450.0 1314.0 455.0 1340.0 458.2 1377.0 GR 450.0 1420.0 439.8 1434.0 439.8 1453.0 450.0 1476.0 OR 460.0 1525.0 460.5 1548.0 460.0 1578.0 459.6 1619.0 GR 459.0 1740.0 457.0 1758.0 456.0 1780.0 455.0 1790.0 GR 450.0 1908.0 447.9 1940.0 447.9 1975.0 450.0 2028.0 GR 454.0 2116.0 455.0 2131.0 459.0 2159.0 460.0 2190.0 9 .05 1095.0 .04 1225.0 1668.0 .045 1694.0 .07 1951.0 .065 .045 7.1 27MAR96 12:30:56 1320.0 1977.0 1045.0 1 .04 .07 1994.78 438.14 461.0 439.3 458.0 450.0 455.0 458.0 455.0 457.3 1476.0 438.23 455.0 455.0 459.6 451.0 453.0 1377.0 2150.0 1244.0 1386.0 1498.0 1570.0 1712.0 2127.0 2343.0 2415.0 2725.0 .O7 1223.0 1409.0 1493.0 1672.0 1821.0 2088.0 .07 X1 30384 46.0 1045.0 1447.0 371 410 357 GR 462.0 1045.0 460.0 1053.0 455.0 1073.0 450.0 1095.0 438.14 1142,0 GR 438.14 1178.0 450.0 1225.0 455.0 1246.0 459.0 1270.0 460.0 1287.0 GR 455.0 1307.0 450.0 1320.0 446.0 1328.0 446.0 1333.0 447.0 1371.0 OR 450.0 1377.0 455.0 1391.0 459.0 1413.0 460.0 1447.0 460.7 1481.0 GR 460.0 1504.0 460.0 1570.0 459.8 1640.0 459.0 1650.0 455.0 1658.0 OR 450.0 1668.0 445.0 1673.0 445.0 1689.0 450.0 1694.0 455.0 1697.0 OR 460.0 1716.0 460.0 1756.0 461.3 1788.0 461.0 1800.0 459.0 1815.0 GR 458.0 1888.0 455.0 1930.0 450.0 1951.0 445.0 1958.0 445.0 1967.0 GR 450.0 1977.0 455.0 1982.0 458.0 2004.0 458.0 2077.0 458.0 2096.0 GR 460.0 2150.0 SECTION 312+30 APPROXIMATE LOCATION NH 10 .05 1063 .04 1187 .065 1247 .04 1301 .07 NH 1469 .045 1496 .07 1601 .040 1831 .045 1895 0.07 NH 2395 ET 7.1 1014 2149.69 Xl 30604 49 1014 1350~ 269 319 220 GR 461.0 1014 460.0 1022 455.0 1042 450.0 1063 438.55 1109 OR 438.55 1141 450.0 1187 455.0 1211 455.8 1220 455.0 1230 ~ 450.0 1244 449.0 1247 448.0 1273 447.0 1276 446.0 1282 C,R 446.0 1295 447.0 1297 450.0 1301 455.0 1316 460.0 1340 OR 461.0 1350 461.0 1454 460.0 1457 455.0 1464 450.0 1469 GR 446.0 1473 446.0 1488 450.0 1496 455.0 1506 460.0 1527 OR 461.0 1582 461.0 1601 460.0 1618 455.0 1653 452.0 1730 GR 452.0 1751 455.0 1796 458.0 1831 458.0 1863 455.0 1867 OR 450.0 1876 447.0 1885 447.0 1895 450.0 1898 455.0 1917 GR 456.0 2048 458.0 2191 459.0 2247 461.0 2395 NH 7.0 .0500 1093.0 .0400 1183.0 .0700 1346.0 .0400 2028.0 .0700 NH 2157 .0450 2173 .0700 2504.0 ET 7.1 1048.0 2300.64 X1 30958 33 1048.0 1285.0 303 302 354 OR 461.0 1048.0 460.0 1056.0 455.0 1076.0 450.0 1093.0 438.55 1134.0 OR 438.55 1142.0 450.0 1183.0 455.0 1192.0 460.0 1252.0 462.0 1285.0 OR 465.3 1298.0 450.0 1346.0 447.0 1362.0 446.5 1395.0 446.5 1456.0 GR 448.0 1496.0 448.0 1636.0 450.0 1682.0 451.5 1732.0 451.5 1800.0 GR 451.0 1940.0 453.0 1987.0 455.0 2000.0 458.0 2028.0 455.0 2071.0 GR 455.0 2146.0 448.0 2157.0 448.0 2173.0 450.0 2177.0 456.0 2196.0 OR 457.0 2232.0 459.0 2380,0 461.0 2504.0 NH 7.0 .0500 1094.0 .0400 1176.0 .0700 1283.0 .040 2090.0 .0700 NH 2103.0 .0450 2124.0 .0700 2193.0 ET 7.1 1037.0 2171.32 X1 31335 32 1037.0 1204.0 377 344 377 OR 461.0 1037.0 460.0 1045.0 455.0 1065.0 450.0 1094.0 438.55 1130.0 PAGE GR 438.55 1140.0 450.0 1176.0 455.0 1184.0 460.0 1193.0 GR 461.0 1228.0 460.0 1231.0 458.0 1250.0 458.0 1283.0 GR 453.0 1342.0 453.0 1396.0 454.0 1486.0 455.0 1560.0 GR 456.0 1739.0 456.0 1889;0 456.0 2029.0 457.6 2090.0 GR 449.0 2103.0 449.0 2117.0 450.0 2124.0 456.0 2141.0 GR 460.0 2180.0 461.0 2193.0 END AHH CROSS SECTION 27MAR96 12:30:56 461.0 455.0 456.0 455.0 457.0 1204.0 1310.0 1600.0 2097.0 2168.0 PAGE CONTRACTION AND BXPANSION COEFFICIENTS INCREASED TO CONTROL PROFILE DIPS OF GREATER THAN 0.50 FEET. NC Xl GR GR GR GR GR GR NC NH NH Xl BT BT BT GR GR GR GR GR GR GR GR GR GR GR .055 .055 .035 .5 .7 3040. 6180. 2.1 7.1 3040. 4400. 32150 40 3400 3525 160 180 170 470 1000 461 1600 461 1800 458 2000 459 457 2200 457 2220 459 2320 456.5 2620 455 457 2650 456.5 2680 459 2900 459 3100 460 461.5 3300 460.5 3400 437 3427 437 3440 437 437 3475 437 3489 447 3505 460 3525 461.5 458 3920 459 3980 458 4240 456 4280 456 452 4350 453.5 4380 457.5 4400 458 4520 461 461 5110 462 5200 462 5460 464 5800 470 0.055 0.055 0.015 0.0 0.0 0. 0. 0. 0. 0. S. .055 3390.5 .015 3539.5 .055 4366. .02 4411. .05 5734. 0. 3050. 6260. 2.1 7.1 3050. 4440. 0. 0, 32200. 62. 3390.5 3539.5 50. 50. 50. 0. 0. 0. -9. 3380. 465. 463. 3552. 465. 463. 3600. 466 .... 3740. 464. 3880. 463.6 3960. 464. 4190. 466. 4340. 466.9 465.4 4411. 466.8 465.4 472. 900. 467. 1310. 462. 1700. 460.5 2000. 461.5 2200. 456.5 2201. 456,5 2221. 461.5 2222. 459.5 2430, 459,5 2520. 460.5 2610. 456.5 2611. 460.5 2635. 461.0 3000. 462. 3280. 465. 3380. 460. 3381. 461.5 3390.5 450. 3425. 446.5 3432. 463.0 3432.01 463.0 3434.99 445. 3435. 435.0 3455. 435, 3475. 445. 3495. 463. 3495.01 463. 3497.99 446.5 3498. 450.0 3505. 461.5 3539.5 460. 3550. 465. 3552. 466. 3600. 464. 3740. 463.6 3880. 464. 3960. 466. 4190. 466.9 4340. 465.4 4340. 463.5 4340. 452.8 4365. 465.4 4365. 465.4 4366. 450.7 4366. 449.9 4380. 451.5 4389. 455.2 4396. 465.4 4396. 465.4 4397. 455.2 4397. 463.5 4411. 465.4 4411. 466.9 4411. 466.8 4434. 465.7 4534. 465.1 4634. 464. 4734. 463.2 4834. 463.5 4934. 464,4 5014. 466. 5734. ET 0. 3050. Xl 32230. 0. X2 0. 0. QT 8. 14900. NC 0.055 0.055 ET 0. 3040. Xl 32250. 41. GR 470. 1000, GR 457. 2200. GR 457. 2650. GR 461.5 3300. GR 437. 3470. (IR 461.5 3650. GR 456. 4350. 1 27MAR96 12:30:56 6260. 2.1 7.1 3050. 0. 0. 50. 50. 50. 0. 1. 4440. 0. 14900. 14900. 14900. 14900. 14900. 14900. 14900. 0.045 0.1 0.3 0. 0. 0. 0. 0. 6180. 2.1 7.1 3040. 4400. 0. 0. 3400. 3525. 1. 1. 1. 461, 1600. 461. 1800. 458. 2000. 459. 2100. 457. 2220. 459. 2320. 456.5 2620. 455. 2640. 456.5 2680. 459. 2900. 459. 3100. 460. 3200. 461.5 3300. 460.5 3400. 437. 3427. 437. 3440. 437. 3475. 437. 3489. 447. 3505. 460. 3525. 458. 3920. 459. 3980. 458. 4240. 456. 4280. 452. 4350. 453.5 4380. 457.5 4400. 458. 4520. GR 461. 4720. 461. 5100. 462. 5200. 462. 5460. 464. 5800. GR 470. 6180. 0. 0. 0. 0. 0. 0. 0. 0. 2100 2640 3200 3470 3650 4350 4720 6180 NH 6. 0.050 1323. 0.055 1740. 0.060 2110. .045 2325. 0.055 NH 3570. 0.050 4000. ET 0. 0,0 0.0 0.0 7.1 1825. 3316. X1 32305. 53. 2110. 2325, 55. 55. 55. GR 470. 50. 470. 50, 470. 50. 470. 50. 470. 50. GR 467. 50. 466. 135. 465. 220. 465. 1323. 461. 1335. GR 461. 1740, 461. 1740, 461. 1740. 462. 1825. 463. 1890. GR 464. 1975. 465. 2045. 465. 2110. 464. 2125. 463. 2140. GR 460. 2160. 455. 2175. 450. 2204. 445. 2218, 440. 2225. GR 437.7 2232. 438. 2239, 440. 2245. 445. 2253. 450. 2263. GR 455. 2281. 460. 2325. 461. 3050. 460. 3140. 459. 3180, GR 458. 3200. 457. 3218. 455. 3265. 452. 3283. 451. 3289. GR 451. 3292. 452. 3308. 455. 3329. 459. 3350. 460. 3360. GR 461. 3369. 462. 3400. 461. 3570. 462. 3910. 463. 3930. GR 464. 3940. 465. 3970. 470. 4000. PAGE X1 GR GR GR GR OR GR N~ X1 X3 GR GR OR GR OR GR 1 X1 OR GR OR E~ X1 GR GR GR GR X3 GR X1 OR 1 384O. 0. 32725. 470. 465. 461. 463. 440. 445. 461. 459. 459. 459. 464. S. 3560. 0. 33145. 470. 465. 452. 463. 450. 439. 460. 462. 462. 27MAR96 0. 33470. 10. 470. 459.72 462. 445. 440. 461. 456.2 460. 461.2 5. 1845. 0. 34260. 10. 470. 452. 453. 450. 439. 460. 461. 5. 1575. O. 34850. 465. 462.0 455. 440. 462. 0. 5. 1575. 34950. 470. 463.48 462. 455. 440. 465. 27MAR96 0.050 0.050 0.0 53. 0.0 0.0 1568. 1940. 2025. 2070. 2165. 3350. 3677. 3710. 3875. 14900. 0.0S0 0.0 42. -175. 1305.9 1485. 1752. 1825. 1870. 1930. 2005. 3510. 12:30:56 0.055 0.0 43. 0.0 976.00 1360. 1432. 1491. 1580. 1650. 1815. 2245. 0.055 0.0 34. 0. 0.0 1000.0 1166.4 1319. 1350. 1392. 1620. 0.050 0.0 25. 0. 0.0 1038. 1341. 1410. 1484. 0.0 .050 28. -380. 0. 1038. 1341. 1410. 1520. 12:30:56 1273. 3960. 0.0 1940. 470. 464. 453. 460. 439. 450. 461. 455. 458. 460. 465. 14900. 1305.9 0.0 1390. 470. 460.33 451.75 462. 445. 440. 461. 461. 470. 1310.0 0.0 1135. 465. 460.0 461. 440. 445. 462. 454. 460. 461. 1201. 0.0 868. 0. 465. 45~.5 461.64 445. 440. 461. 461. 648. 0.0 1310. 0. 465. 463. 450. 445. 465. 0.0 355. 1310. 465. 463. 463. 450. 445. 466. 0.055 0.0 2150. 0.0 90. 1592. 1960. 2030. 2080. 2500. 3605. 3681. 3825. 3890. 14900. 0.055 0.0 1960. -175. 1315. 1515. 1779. 1835. 1878. 1938. 2039. 3560. 0.060 0.0 1603. 0.0 1010. 1382. 1460. 1510. 1592. 1670. 1965. 2515. 0.060 0.0 1520. 0. 0.0 1037.5 1201.0 1328. 1357. 1415. 1825. 0.055 0.0 152o. 0. 648. 1210. 1380. 1428. 1520. 0.0 .055 1520. -380. 62. 1210. 1380. 1428. 1560. 1568. 380, 470. 465. 457. 455. 438.2 455. 463. 452. 457. 461. 470. 14900. 1420.6 385. 470. 460.55 452. 461. 440. 445. 462. 461. 1360. 315. 465. 460.2 460. 439. 450. 463. 454. 458. 466. 1280. 830. O. 465. 452. 461.0 440. 445. 462. 462. 1005. 520. 0. 461. 464. 445. 450. 465. 1005. 110. 464. 462. 464. 445. 450. 467. 0.060 7.1 520. 0.0 180. 1842 1981 2040 2090 2700 3615 3689 3840. 3960. 14900. 0.060 7.1 290. -175. 1350.1 1545. 1789. 1848. 1889. 1951. 2750. 0. 045 7.1 260. 958.00 1135. 1391. 1465. 1520. 1603. 1745. 2005. 2537. 0,045 7.1 250. O. 853. 1075. 1280. 1337. 1363. 1445. 1830. 0.060 7.1 640. O. 660. 1270. 1388. 1435. 1548. 7.1 .060 90. -260. 190. 1270. 1388. 1435. 1575. 1940. 1634. 420. 470. 465. 464. 450. 439. 460. 463. 455. 457. 462. 14900. 1752. 1390. 420. 470. 460.64 453. 460. 439. 450. 463. 460. 1603. 1135. 325. 465.00 453. 455. 439.5 455. 460. '456.2 458. 1392. 868. 790. 0. 461.2 452. 460. 439. 450. 463. 466. 1310. 660. 590. O. 461. 464.3 440. 455. 466. 660. 1310. 100. 463. 461. 464.3 440. 455. 0.045 3632. 0.0 1273. 1895. 2002. 2050. 2124. 2805. 3628. 3694. 3850. 14900. 0.045 1960. -175. 1390. 1620. 1795. 1852. 1898. 1960. 2800. 0.055 1603. 959.00 1220. 1419. 1475. 1534. 1609. 1765. 2065. 0.055 1480, 0. 868. 1075. 1291. 1340. 1372. 1472. 1845. 0. 045 1500. 0.0 0. 660. 1310. 1390. 1442. 1560. · 1520. .045 -240. 355. 1310. 1390. 1442. 2150. 470. 461. 464. 445. 440. 461. 460. 459. 458. 463. 14900. 1960. 465. 453. 463. 455. 438.4 455. 463. 460. 2537. 465. 462. 450. 439. 460. 460. 458. 460. 1825. 0. 453. 452. 4S5. 438.8 455. 464. 1533. 0.0 0. 461. 460. 439.3 460. 467. 1520. 463. 461. 460. 439.3 460. 0.055 0.0 1285. 1895. 2018. 2053. 2150. 2885. 3632. 3702. 3865. 0.055 -175. 1420.6 1660. 1810. 1862. 1903. 1969. 3500. PAGE 960.00 1310. 1432. 1485. 1565. 1628. 1785. 2100. 0.050 O. 900.8 1075. 1304. 1345. 1381. 1520. 0.055 0.o 0. 1005. 1338. 1394. 1465. 1575. .055 -70. 1005. 1338, 1394. 1465. PAGE 10 QT NH NH Xl GR GR NH NH ET X1 GR OR GR GR GR GR OR GR GR NH NH ET Xl GR GR GR NH NH Xl GR GR GR GR GR GR 1 6. 3960. 0. 36970. 483. 473. 465. 442.7 466.5 463. 473. 3070. 38200. 473.2 468. 462. 464. 441. 462. 460. 451. 460. 470. 2310. 39290. 474. 464. 464. 441.88 458. 466. 4710. 0. 39440. 502. 484. 477. 464. 462.5 481.5 485. 27MAR96 15600. 0.060 0.050 0. 31. 1000. 1810. 2900. 2970. 3140. 3670. 4070. .O5 49. 1000. 1540. 1930. 2125. 2185. 2295. 2480. 2560. 2720. 2840. .O5 30. 1000. 1275. 1525. 1580. 1750. 2180. 0.060 0.055 0.0 34. 1000. 1800. 3450. 4000. 4150. 4880. 5600. 12:30:56 15600· 1200. 4070. 0. 2900. 477.5 474. 458. 450.6 465. 459. 0. 1540. 2100. 472. 466. 464. 462. 444. 462. 458. 452. 462. 472. 1275. 1525. 472. 462. 462. 445. 458. 468. 1050. 6040. 0.0 4040. 491.6 483. 477.3 468. 468.5 483. 488. 15600. 0.050 0. 0. 3060. 1050. 2155. 2930. 2975. 3280. 3740. 0. .O6 2270. 1250. 1570. 2050. 2135. 2200. 2340. 2500. 2580. 2755. 2860. .055 1675. 1030. 1320. 1540. 1600. 1950. 2190. 0.060 0. 0. 4150. 1050. 2000. 3610. 4025. 4210. 4970. 5730. 15600. 2155. O. 2020. 475. 469. 453.5 454. 462. 459. O. 2100. 1150. 470. 464. 466. 460. 450. 464. 456. 454. 464. 474. 1540. 980. 470. 460.3 460. 450. 460. 470. 2000. 0. 150. 490. 480. 471.5 464. 462.8 484. 493.5 15600. 0. 060 0. 7.1 2020. 1200. 2360. 2930. 2985. 3400. 3870. O. .045 7.1 950. 1360. 1600. 2070. 2142. 2215. 2390. 2515. 2600. 2780. 2950. . O45 7.1 1110. 1070. 1345. 1550. 1615. 2000. 2200. 0.055 O. 7.1 280. 1160. 2100. 3730. 4040. 4400. 5080. 5830. 15600. 2900. O. 2900. 2020. 475. 466. 444. 456. 462. 461.5 0. 2270. 1751. 1230. 468. 462. 467.4 450. 460. 464. 454. 456. 466. 474.4 1675. 1360. 1090. 468. 462. 450. 460. 462. 472. 4040. 0. 3921. 150. 487. 480· 465. · 444. 464. 482. 500. 15600. 0. 045 O. 3845. 1430. 2560. 2930. 2990. 3430. 3960. O. .055 2682. 1400. 1650. 2100. 2160. 2255. 2440. 2530. 2620. 2800, 3070. .055 2064. 1115. 1400· 1560. 1675. 2150. 2240. 0. 045 O. 4514. 1330. 2200. 3790. 4090. 4600. 5380. 6040. 15600. 3060. O. 473.8 466. 440. 465. 464.5 463.5 O. 2755. 468. '461. 466. 444. 462. 462. 452. 458. 468. 2175. 466. 464. 445. 460. 464. 474. 4150. 0. 487. 477. 463. 442. 466.5 482. 0. 0.060 O. 1510. 2850. 2937. 3060. 3570. 3990. O. .O5 1450. 1760. 2120. 2170. 2270. 2460. 2535. 2670. 2820. .O5 1200. 1450. 1565. 1710. 2175. 2310. 0.060 0. 1530. 2480. 3900. 4110. 4710. 5460. 0. PAGB 11 NH NH ET X1 GR GR GR GR GR GR NH NH BT Xl GR GR GR GR GR GR NH NH ~T Xl GR GR GR GR 6 4950 39490 502 477.5 465 462.8 442 464 495 8 6 4710 39540 502 484 477 464 462.5 481.5 485 8 6 5410 40650 501 488.5 468.2 451.2 .05 .055 33 1000 3060 3782 3985 4193 4635 5940 15400 .05 .055 34 1000 1800 3450 4000 4150 4880 5600 10200 .06 .04 32 1000 2950 4320 4770 1090 6200 4030 491.5 478.2 462.7 467.5 443.5 478.2 499 15400 1050 6040 4040 491.6 483 477.3 468 468.5 483 488 10200 1200 6200 4730 497 489 465 44O .O5 4310 1090 3175 3885 4030 4217 4670 6120 15400 .055 4150 1050 2000 3610 4025 4210 4970 5730 10200 .055 4815 1200 3240 4500 4780 2380 50 479 477 462.3 463 462.5 478.5 5OO 15400 2000 50 490 480 471.5 464 462.8 484 493.5 10200 3750 1400 491.5 487.8 465 440 .055 8.4 50 2380 3320 3895 4045 4257 4950 6200 15400 .055 50 1160 2100 3730 4040 4400 5080 5830 10200 .06 800 1800 3750 4600 4800 3760 50 478.5 477 463 454.3 468.5 483.5 15400 4040 5O 487 480 465 444 464 482 500 10200 4730 1110 489 480 465.5 449 · 045 2480 3470 3914 4155 4310 5380 15400 .045 1330 2200 3790 4090 4600 5380 6040 10200 .045 2400 4050 4630 4810 4670 478 478 464 442 478·5 483.5 15400 4150 487 477 463 442 466.5 482 10200 4815 490.2 473 464.8 457.8 .O5 2670 3760 3965 4183 4505 5520 .O5 1530 2480 3900 4110 4710 5460 .O45 2700 4180 4730 4815 GR 463 4860 467 4870 464 5080 465 S120 471 5170 OR 482.5 5410 484.2 5550 483.8 5790 486.8 5950 495.5 6130 OR 497.8 6150 499 6200 QT 8 9800 9800 9800 9800 9800 9800 9800 9800 NH 6 .06 1540 .055 2330 .055 2370 .045 2445 .06 NH 3350 .06 5200 Xl 48000 32 2370 2445 5700 2900 7350 OR 503 1300 490 1450 482.2 1490 482.5 1540 474 1590 OR 465.6 1710 464.8 1740 464.5 1880 467.2 1890 469 2330 GR 459 2355 457 2370 445.6 2375 446 2385 446.8 2395 GR 448.5 2405 454 2410 462.3 2430 466.5 2445 471 2500 C,R 465.5 2830 467.8 3060 467.8 3170 475 3240 474.5 3350 OR 487.8 3380 489 3570 491 3980 491 4330 488.5 4740 OR 498.4 5020 S01.S S200 1 27~96 12:30:56 QT 8 9400 9400 9400 9400 9400 9400 9400 NH 6 .05 1400 .05 2930 .055 4160 .045 NH 4585 .06 5420 X1 51350 30 4160 4515 3600 3700 3350 GR 509 1000 504 1100 492.6 1400 490.5 1600 GR 479 2030 474.5 2230 472.8 2470 472.5 2690 GR 471.3 3140 469.6 3400 468.7 3600 468.5 3800 GR 470.5 4000 470.5 4100 470.3 4160 446.5 4200 GR 470.3 4280 471 4315 469.4 4415 470.2 4515 GR 482 4615 484 4675 498 5215 500 5330 NH 6 .05 1300 .055 3400 .05 5570 .045 NH 6120 .055 6230 X1 53350 34 5570 5670 1650 1750 2000 G'R 510 1000 498 1200 492 1300 479 1850 GR 474 2100 472.5 2500 474 2750 472 3400 GR 469 3510 472.5 3700 472.5 3740 470 4000 GR 475 5170 470 5300 473 5360 472 5470 GR 450 5580 448 5590 450 5600 450 5620 GR 460 5650 467 5670 473 5700 472 5900 OR 478 6100 481.4 6120 490 6170 S10 6230 9400 4515 487 474 468.5 447.5 483.8 505.5 5670 476 467 472 456 451 473 .058 1850 2930 3870 4238 4585 5420 .058 1900 3450 4700 S570 5630 6000 NH 6 .04 1300 .055 1900 .06 4250 .045 4340 .06 NH 4480 .055 4540 X1 55590 23 4250 4340 2000 2200 2240 GR 501.5 1000 493 1100 487 1300 484 1500 486 1550 OR 489 1900 480 2000 475 2500 475 2600 471 3000 GR 472 3600 472 3900 473 4000 476 4240 470 4250 GR 452.4 4300 452.4 4325 472 4340 474 4390 472.5 4410 OR 473 4440 483 4480 502 4540 NH 6 .05 1850 .052 4120 .055 4335 .045 4415 .058 NH 4630 .06 4800 ET 7.1 3800 4415 X1 56940 33 4335 4415 1250 1250 1350 GR 502 1000 499.4 1070 494.5 1720 490.8 1850 477.8 2090 GR 474.5 2330 474.6 2480 472.4 2820 475.6 2980 473.6 3120 GR 472 3300 475 3640 475 3760 473.4 3850 469 3880 GR 469 3920 474 3930 475.8 3980 475.3 4120 472 4290 ~ 462 4335 454.5 4340 451 4345 449.2 4355 449 4360 GR 452 4370 467 4400 474 4415 473 4440 473.8 4445 GR. 476 4630 500 4760 502 4800 1 27MAR96 12:30:56 SECNO DEPTH CWSEL CRIWS WSELK SO HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT *PROF 1 0 HL OLOSS L-BANKELEV VOL TWA R-BANKELEV WTN ELMIN SSTA CORAR TOPWID ENDST 248.000 .00 .00 455.33 .0 .0 100000.00 .000 434.40 2502.44 .00 235.67 2738.11 PAGB 2742.0 TYPE- i TARGET. .00 454.25 .73 .0 3001.0 .0 .000 .035 .000 0 0 0 CCHV- .100 CEHV- .300 *SECNO 25530.000 3470 ENCROACHMENT STATIONS- 2494.0 25530.000 19.12 453.52 .00 20600.0 .0 20600.0 .0 .00 .00 6.86 .00 .000906 700. 700. 560. PAGE 12 13 *SECNO 25770.000 3470 ENCROACHNENT STATIONS- 2495.0 25770.000 19.37 453.97 .00 20600.0 .0 20600.0 .0 .01 .00 5.50 .00 · 000525 240. 240. 240. 1490 NH CARD USED *SECNO 26830.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONSm 2619.0 26830.000 18.39 454.69 .00 21300.0 .0 10285.6 3014.4 .07 .00 5.48 1.41 .000789 1030. 1010. 960. 2780.0 TYPE- i TARG~T- .00 454.44 .47 .0 3742.1 .0 .000 .035 .000 2 0 0 5200.0 TYPE- I TARGET- .00 455.09 .40 .0 3337.9 2139.2 .000 .035 .055 0 0 0 285.000 .16 .03 455.33 18.6 1.4 100000.00 .000 434.60 2500.67 · 00 272.69 2773.36 2581.000 .64 .01 457.35 124.2 18.0 452.00 .000 436.30 2630.24 .00 1199.25 3969.96 1490 NH CARD USED *SEC~iO 26880.000 3265 DIVIDED 26880.000 18.51 454.71 .00 21300.0 .0 20894.0 406.0 .07 .00 5.53 .72 .000762 32. 50. 479. .00 455.17 .47 .0 3777.4 563.6 .000 .036 .045 2 0 0 .07 .02 461.50 143.2 27.7 457.50 .000 436.20 1039.28 .00 1173.21 2668.71 271~1~R96 12:30:56 SECNO DEPTH CWSEL CRIWS WSELK EG HV O ObOE QCH OROB ALOE ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1490 NH CARD USED *SECNO 27165.000 3265 DIVIDED FLOW 27165.000 19.14 455.24 .00 21300.0 .0 7005.5 14294.5 .10 .00 3.07 2.29 .000389 240. 284. 201. .00 455.35 .10 .0 2282.1 6236.7 .000 .046 .040 3 0 0 }IL OLOSS L-BANK ELEV VOL TWA R-BANK ELSV ~ ELMIN SSTA COP. AR TOPWID ENDST .14 .04 461.50 178.6 34.2 459.00 .000 436.10 1010.03 .00 1418.55 2610.10 PAGE 14 1490 NH CARD USED *SECNO 27449.000 1530 MANNINGS N VALUES FOR. CHANNEL COMPOSITED 3265 DIVIDED FLOW 27449.000 19.75 455.35 .00 21300.0 .0 6474.6 14825.4 .13 .00 1.99 2.26 .000248 240. 284. 248. 1490 NH CARDUSED *SECNO 27748.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW .00 455.43 .07 .0 3252.2 6562.2 .000 .050 .037 2 0 0 27748.000 20.22 455.42 .00 .00 455.49 .07 21300.0 .0 6740.9 14559.1 .0 3171.9 7095.8 .17 .00 2.13 2.05 .000 .047 .037 .000197 324. 299. 262. 2 0 0 1490 NH CARl) USED *SECNO 27992.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 27992.000 19.88 455.48 .00 21300.0 .0 8458.9 12841.1 .21 .00 2.32 2.00 .000226 213. 244. 309. .00 455.55 .07 .0 3641.4 6429.2 .000 .047 .039 0 0 0 .08 .00 460.30 233.1 42.9 457.50 .000 435.60 1033.60 .00 1551.59 2736.39 .06 .00 460.00 296.2 52.2 456.50 .000 435.20 1089.31 .00 1445.81 2767.54 .06 .00 460.00 363.3 61.6 458.60 .000 435.60 1059.08 · 00 1344.42 2589.88 i 27MAR96 12:30:56 PA~E 15 SEC/qO DEPTH CWSBL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB ]~%L XNCH XNR ~TN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID 1490 NH CARD USED *SECNO 28168.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 28168.000 18.93 455.53 .00 .00 455.59 .06 .04 .00 21300.0 .0 5923.5 15376.5 .0 3156.0 7690.5 413.1 68.1 .24 .00 1.88 2.00 .000 .045 .037 .000 436.60 .000150 167. 176. 223. 0 0 0 .00 1313.08 1490 NH CARD USED *SECNO 28492.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 28492.000 19.27 455.57 .00 .00 455.64 21300.0 .0 6096.4 15203.6 .0 3086.1 · 28 .00 1.98 2.15 .000 .046 · 000167 406. 324. 307. 2 0 1490 NH CARD USED *SECNO 28720.000 1530 MANNINGS N VALUES FOR CHANNEL CO, POSITED 3265 DIVIDED FLOW .O7 7073.9 .036 0 .05 488.4 .000 .00 .00 77.1 436.30 1220.21 28720.000 18.82 455.62 .00 .00 455.71 .09 .06 .01 21300.0 .0 7338.4 13961.6 .0 3060.0 5875.4 554.7 85.4 .31 .00 2.40 2.38 .000 .044 .037 .000 436.80 .000231 173. 228. 338. 0 0 0 .00 1095.73 1490 NH CARD USED *SECNO 28890.000 1530 MANNINGS N VALUES FOR C"rIANNEL C(hMPOSITED 3265 DIVIDED FLOW 27MAR96 12:30:56 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIM~ VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID L-B~NK ELBV R-BANK EK, EV SSTA ENDST 460.00 458.80 1038.92 2470.91 460.00 459.20 1234.59 2578.64 460.00 458.60 1298.55 2516.67 L-BANK BLEV R-BANK ~LEV SSTA ENDST PAGE 16 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 28890.000 18.55 455.65 .00 .00 455.78 .13 213OO.O .o 9353.6 11946.4 .O 2869.3 4469.9 .33 .00 3.26 2.67 .000 .047 .040 .000510 153. 170. 194. 0 0 0 1490 NH CA~DUg~D *SECNO 29124.000 1530 MANNINGS N VALUES FOR CHANNEL C(~4POSITED 3265 DIVIDED FLOW .67 589.3 .000 .00 .Ol 90.1 437.10 1077.66 462.00 460.00 1314.39 2526.00 29124.000 18.30 455.70 .00 .00 456.03 .33 .19 .06 462.00 21300.0 .0 16547.2 4752.8 .0 3275.8 1931.9 630.6 97.4 459.00 .35 .00 5.05 2.46 .000 .046 .040 .000 437.40 1290.05 .001012 161. 234. 337. 2 0 0 .00 984.06 2359.22 1490 NH CARD USED *SECNO 29651.000 1530 MANNINGS N VALUES FOR CHANNEL CO, POSITED 3265 DIVIDED FLOW 29651.000 18.18 456.24 .00 .00 456.39 21300.0 .0 11744.2 9555.8 .0 3378.7 .39 .00 3.48 2.71 .000 .046 .000528 600. 527. 404. 2 0 1490 1~{ CARD USED *SECNO 29831.000 1530 MANNINGS N VALUES FOR CHANNEl. COMPOSITE/) 3265 DIVIDED FLOW 29831.000 18.19 456.33 .00 .00 456.48 21300.0 .0 10000.0 11300.0 .0 3210.6 .41 .00 3.11 3.04 .000 .044 .000372 171. 180. 197. 2 0 27MAR96 12:30:56 .15 3521.9 .040 0 .15 3715.3 .036 0 .35 696.1 .000 .00 .O8 726.1 .000 .00 .O2 107.5 438.06 1020.00 .00 111.7 438.14 859.57 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR I/RIAL IDC ICONT CORAR TOPWID 1490 NH CARD USED *SEC/~O 30027.000 1530 MANNINGS N VALUES FOR C",{ANNEL COMPOSITED KRATIO - .29 1962.5 .043 0 3265 DIVIDED FLOW 3302 .57 .15 759.6 .000 .00 CONVEYANCE C"dANGE OUTSIDE OF ACCEPTABLE P. ANGE, 30027.000 18.15 456.38 .00 .00 456.67 21300.0 .0 13549.0 7751.0 .0 3008.1 .42 .00 4.50 3.95 .000 .049 .001141 148. 196. 299. 2 0 .04 116.2 438.23 680.98 462.00 457.40 1191.04 2590.89 462.00 458.00 1169.68 2421.32 L-BANK ELEV R-BANK ELEV SSTA ENDST 462.00 460.00 1150.49 2140.64 PAGE 17 1490 NH CARDUSED *SECNO 30384.000 1530 MANNINGS N VALUES FOR CHANNEL COt4POSITED 3265 DIVIDED FLOW 30384.000 18.60 456.74 .00 .00 457.32 21300.0 .0 17098.6 4201.4 .0 2749.8 · 44 .00 6.22 5.60 .000 .049 .002147 371. 357. 410. 2 0 1490 NH CARD USED *SECNO 30604.000 1530 MAnNINgS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 30604.000 18.87 457.42 .00 .00 457.80 21300.0 .0 14980.5 6319.5 .0 2799.0 .46 .00 5.35 3.72 .000 .050 .001645 269. 220. 319. 2 0 .58 749.8 .048 0 .38 1699.0 .047 O .57 795.9 .000 .00 .46 818.9 .000 .00 .O9 121.1 438.14 429.26 .02 125.0 438.55 825.02 462.00 460.00 1066.03 1994.78 461.00 461.00 1032.31 2149.69 1490 NH CARDUSED *SECNO 30958.000 i 27MAR96 12:30:56 SECHO DEPTH CHSEL CRIWS WSELK EG HV ~L OLOSS O OLOB QCH OROB ALOE ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLC XLOBR I/RIAL IDC ICONT CORAR TOPWID 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 30958.000 19.38 457.93 .00 .00 458.04 21300.0 .0 3543.0 17757.0 .0 1484.2 KRATIO - .12 6366.5 2.13 .22 864.3 .03 132.1 L-BANK ELEV R-BANK ELEV SSTA Em)ST 461.00 462.00 PAGE 18 .49 .00 2.39 2.79 .000 .051 .041 .000 438.5S 1064.29 · 000364 303. 354. 302. 2 0 0 .00 1140.63 2300.64 1490 NH CARD USED *SECNO 31335.000 1530 MANNINGS N VALUES FOR CHAI~ COI~POSI~D 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANUE OUTSIDE OF ACCEPTABLE RANGE, 31335.000 19.28 457.83 .00 .00 45-8,49 .66 21300.0 .0 11147.4 10152.6 .0 1389.3 2344.1 .50 .00 8.02 4.33 .000 .047 .042 .003020 377. 377. 344. 3 0 0 I(RATIO - .35 .29 .16 461.00 911.1 140.7 461.00 .000 438.55 1053.68 .00 1022.21 2171.32 CCHV- .S00 CEHV- .700 *SEC~qO 32150.000 3265 DIVIDED FLOW 3301 HV C~*'~,NGED MOR~ THAN HVINS 3470 ENCROACHMENT STATIONS- 3040.0 6180.0 TYPE- I TARGET- 32150.000 20.91 457.91 .00 .00 459.64 1.73 21300.0 .0 20414.3 885.7 .0 1894.0 393.9 .51 .00 10.78 2.25 .000 .035 .055 .001862 160. 170. 180. 2 0 0 I 27MAR96 12: 30: 56 SECNO DEPTH CWSEL CRIWS NSELK SG HV Q QLOB QCH QROB ALOB ACH ABOB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1490 NH ~ USED *SECNO 32200.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD- 463.60 MAX EIJ~C- ******** 3470 ENCROACHMENT STATIONS- 3050.0 6260.0 TYPE- I TARGET- 32200.000 22.71 457.71 .00 .00 460.36 2.66 21300.0 .0 19803.7 1496.3 .0 1473.1 230.7 .51 .00 13.44 6.49 .000 .015 .021 .001091 50. 50. 50. 2 0 0 *SECNO 32230.000 3265 DIVIDED FLOW 3370 NOP. I~%L BRIDGE, NRD- 9 MIN ELTRD- 463.60 MAX ELLC- ******** 3470 ENCROACHMENT STATIONS- 3050.0 6260.0 TYPE- I TARG~T- 32230.000 22.91 457.91 .00 .00 460.46 2.55 21300.0 .0 19764.4 1535.6 .0 1497.8 240.1 .51 .00 13.20 6.40 .000 .015 .021 .001045 50. 50. 50. 2 0 0 CCHV- .100 CEHV- .300 *SECNO 32250.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3140.000 .40 .75 460.50 923.2 143.6 460.00 .000 437.00 3402.97 .00 375.99 4498.93 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA COP. AR TOPWID ENDST 3210.000 .07 .65 461.50 925.5 143.9 461.50 .000 435.00 3401.88 .00 165.96 4401.23 3210.000 .05 .05 461.50 927.4 144.1 461.50 .000 435.00 3401.27 .00 168.00 4401.57 PAGE 19 i PAGE 20 27MAR96 12:30:56 SECNO DEPTH CWSEL CRIWS WSELK EG HV O (}LOB 0CH (}ROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT HL OLOSS L-BANK ELEV VOL T~A R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS- 3040.0 32250.000 23.31 460.31 .00 14900.0 116.9 11910.5 2872.5 .51 .72 5.45 1.41 .000699 1. 1. 1. 6180.0 TYPE- I TARGET- .00 460.68 .37 162.6 2186.4 2030.2 .055 .045 .055 3 0 0 1490 NH CARD USED *SECNO 32305.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCH CHANGE OUTSIDE OF ACCEPTABLE RANGE, 32305.000 22.45 460.15 .00 14900.0 .0 11155.9 3744.1 .51 .00 7.36 4.36 .002771 55. 55. 55. K~ATIO - .00 460.85 .70 .0 1515.7 859.3 .000 .045 .055 2 0 0 1490 NH CARD USED *SEC/~O 32725.000 3265 DIVIDED FLOW 3301 }iV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 32725.000 23.04 461.24 .00 .00 461.35 .10 14900.0 5098.8 6434.7 3366.5 2396.3 1935.7 2625.6 .56 2.13 3.32 1.28 .060 .045 .055 .000510 380. 420. 520. 2 0 0 1490 NH C~%RD USED *SECNO 33145.000 I 27MAR96 12:30:56 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIA~ IDC ICONT 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW .50 2.33 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, ](RATIO - .69 3140.000 .00 .22 460.50 927.5 144.1 460.00 .000 437.00 3040.00 .00 1263.17 4673.93 3495 OVERBANK AREA ASSUNED NON-EFFECTIVE, .07 .10 465.00 931.8 145.2 460.00 .000 437.70 2159.03 .00 506.02 3361.31 460.64 ELREA- .44 .06 463.00 979.7 159.8 461.00 .000 438.20 1284.27 .00 2160.90 3842.45 }IL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST 463.00 461.67 .23 .28 .04 460.64 33145.000 23.04 461.44 .00 .00 14900.0 58.2 14841.8 .0 70.0 3855.5 .0 1027.2 170.3 463.00 .59 .83 3.85 .00 .055 .054 .000 .000 438.40 1312.84 .001066 385. 420. 290. 2 0 0 .00 500.04 1943.72 460.20 ELREA- 1490 NH CARD USED *SECHO 33470.000 3265 DIVIDED FLOW 3495 OVERBANKAREAASSU'MED NON-EFFECTIVE, ELLEA- 463.00 .35 .03 460.20 33470.000 22.72 461.72 .00 .00 462.06 .34 271.4 3089.8 .0 1054.4 174.2 463.00 14900.0 342.6 14557.4 .0 .041 .000 .000 439.00 969.95 .61 1.26 4.71 .00 .055 PAGE 21 · 001114 315. 325. 260. 2 0 0 .00 559.63 1588.61 1490 NH CARD USED *SECNO 34260.000 3495 OVERBANKAREAASST.,~4ED NON-BFFECTXVE, ELLEA- 34260.000 23.74 462.54 .00 .00 14900.0 1.8 14898.2 .0 3.6 · 68 .49 3.18 .00 .055 · 000592 830. 790. 250. 2 461.20 BLREA- 464.00 462.70 .16 .63 .02 461.20 4684.0 .0 1127.5 184.8 464.00 .045 .000 .000 438.80 862.70 0 0 .00 596.93 1459.63 1490 NH CARD USED I 27MAR96 12:30:56 SECNO DEPTH CWSEL CRIWS WSELK 0 OLOB 0CH 0ROE ALOB TIME VLOB VCH VROB XNL SLOPE XLOBL XLCH XLOBR ITRIAL ~G HV HL OLOSS L-BANKELEV A~H AROB VOL TWA R-BANKELEV XNCH ~ WTN ELMXN SSTA IDC ICONT CORAR TOPWID ENDST *SECNO 34850.000 3301 I-IV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .42 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, 34850.000 23.24 462.54 .00 .00 14900.0 .0 14900.0 .0 .0 .70 .00 8.62 .00 .000 .003378 520. 590. 640. 2 464.30 EL, REA- 465.00 463.69 1.15 .69 .30 464.30 1729.3 .0 1170.9 190.0 465.00 .045 .000 .000 439.30 1321.45 0 0 .00 169.04 1490.50 1490 NH CARD USED *SECI',TO 34950.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.59 34950.000 24.35 463.65 .00 .00 463.98 .33 .20 14900.0 4469.7 10430.3 .0 2663.9 1933.3 .0 1178.5 .71 1.68 5.39 .00 .054 .045 .000 .000 .001328 110. 100. 90. 3 0 0 .00 1490 NH CARD USED *SECNO 36970.000 3265 DIVIDEDFLOW 36970.000 25.99 15600.0 11.7 .66 .48 .000970 2020. .08 192.3 439.30 1692.21 i 27MAR96 12: 30: 56 464.30 465.00 -252.86 1505.07 465.99 .00 .00 466.25 .27 2.27 .01 465.00 9159.0 6429.3 24.3 1787.9 2999.4 1396.7 256.7 465.00 5.12 2.14 .060 .041 .060 .000 440.00 2850.73 2020. 2020. 3 0 0 .00 1084.73 4010.93 SECEO DEI~ CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACE AROB VOL TWA TIME VLOB VCH VROB XNL XNCH ~ WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP. AR TOPWID 1490 NH CARD USED *SECNO 38200.000 3265 DIVIDED FLOW 3302 WARNING: 38200.000 15600.0 .02 284.2 CONVEYANCE CHANGE OUTSIDE OF ACCePTABLE RANGE, KRATIO - 1.90 25.70 466.70 .00 .00 466.78 .08 .51 2431.0 5966.9 7202.1 2179.1 2071.5 3771.1 1554.1 L-BANK BLEV R-BANK ELEV SSTA ENDST 467.40 462.00 PAGE PAGE 22 23 · 99 1.12 2.88 1.91 .060 .045 .055 .000 441.00 1559.50 .000268 1150. 1230. 950. 2 0 0 .00 1222.52 2807.00 1490 NH CARD USED *SECNO 39290.000 39290.000 25.11 466.99 .00 .00 467.09 .11 .30 .01 464.00 15600.0 1485.9 7264.1 6850.0 1239.4 2172.6 3770.8 1741.7 311.4 460.00 1.11 1.20 3.34 1.82 .055 .044 .055 .000 441.88 1158.06 .000295 980. 1090. 1110. 2 0 0 .00 1026.88 2184.93 1490 NH CARD USED *SECNO 39440.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, I(RATIO - .46 39440.000 24.71 466.71 .00 .00 467.36 .64 .10 .16 464.00 15600.0 1348.4 12194.5 2057.1 670.7 1688.7 1168.9 1767.5 316.1 462.50 1.12 2.01 7.22 1.76 .055 .045 .060 .000 442.00 3774.17 .001390 150. 150. 280. 2 0 0 .00 848.10 4712.44 1490 NH CARD USED *SECNO 39490.000 i 27MAR96 12:30:56 SECNO DEPTH CWSEL CRIWS WSELK EG }IV HL OLOSS L-BANK E~EV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID BNDST PAGE 24 3265 DIVIDED FLOW 39490.000 25.15 467.15 .00 .00 467.44 .30 .05 .03 467.50 15600.0 1769.6 13759.7 70.7 827.1 2993.8 56.6 1771.8 317.0 468.50 1.13 2.14 4.60 1.25 .045 .04S .045' .000 442.00 3778.36 .000803 50. 50. 50. 2 0 0 .00 551.13 4642.76 1490 NH CARD USED *SECNO 39540.000 3265 DIVIDED FLOW 39540.000 25.05 467.05 .00 .00 467.55 .50 .05 .06 464.00 15400.0 1449.5 11279.9 2670.6 756.6 1725.6 1334.6 1776.2 317.8 462.50 1.13 1.92 6.54 2.00 .055 .045 .050 .000 442.00 3771.07 .001107 50. 50. 50. 2 0 0 .00 872.87 4716.24 1490 I~HC~USED *SECNO 40650.000 40650.000 28.20 _468.20 .00 .00 468.43 .23 .85 .03 464.80 10200.0 1078.7 6900.1 2221.2 1000.6 1508.8 1140.0 1868.4 338.7 457.80 1.21 1.08 4.57 1.95 .060 .04S .045 .000 440.00 4320.12 .000520 1400. 1110. 800. 2 0 0 .00 826.53 5146.65 1490 NH CARD USED *SECNO 48000.000 3265 DIVIDED FLOW 470.78 .09 2.33 .01 457.00 48000.000 25.09 470.69 .00 .00 9800.0 3511.7 4258.1 2030.2 2742.3 1261.6 2204.4 2458.3 462.3 466.50 2.00 1.28 3.38 .92 .055 .045 .060 .000 445.60 1637.26 .000297 5700. 7350. 2900. 3 0 0 .00 1538.60 3198.12 1490 NH CARD USED *SECNO 51350.000 51350.000 25.50 472.00 .00 .00 472.08 .08 1.30 .00 470.30 9400.0 2838.2 6557.4 4.4 2487.3 2491.2 8.3 2912.7 584.9 470.20 2.44 1.14 2.63 .52 .055 .045 .058 .000 446.50 3085.61 .000495 3600. 3350. 3700. 2 0 0 .00 1438.65 4524.26 27MAR96 12:30:56 PAGE 25 SECNO DEPTH CWSEL CRIWS #SELK EG HV HL Q QLOB QCH QROB ALOB ACH AROB VOT* TIME VLOB VCH VROB XNL XNCH )D~R ~ S~OPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR 1490 NH CARD USED *SECNO S3350.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.51 53350]000 24.57 472.57 .00 .00 472.68 .12 .S9 9400.0 3181.5 6153.4 65.1 3321.7 1861.8 126.0 3125.3 2.65 .96 3.30 .52 -.050 .045 .058 .000 .000217 1650. 2000. 1750. 2 0 0 .00 1490 NH CARD USED *SECNO 55590.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .45 OLOSS L-BANK ELEV TWA R-BANK ELSV ELMIN SSTA TOPWID ENDST .01 456.00 655.6 467.00 448.00 2481.75 2182.52 5956.85 55590.000 20.85 473.25 .00 .00 473.67 .42 .90 .09 470.00 9400.0 1865.7 7513.5 20.8 1764.1 1289.5 38.4 3327.3 739.3 472.00 2.78 1.06 5.83 .54 .060 .045 .060 .000 452.40 2775.02 .001067 2000. 2240. 2200. 2 0 0 .00 1412.61 4441.00 1490 NH ~ USeD *SECNO 56940.000 3265 DIVIDED FLOW 569%0.000 25.50 474.50 .00 .00 474.79 .29 1.10 .01 9400.0 2736.9 6635.6 27.5 2031.0 1311.4 51.6 3423.3 780.8 2.87 1.35 5.06 .53 .053 .045 .058 .000 449.00 .000668 1250. 1350. 1250. 2 0 0 .00 1465.27 I 27MAR96 12: 30: 56 T1 DENTON CREEK - PROPOSED ENCROAC~IMEI~T - (K-H: F.I.S. W/ LAKE PARK ADD.) T2 DENTON CREEK - 100 YR DISCHARGE PROFILE FIS T3 DENTON CREEK, T~XAS FILE: DCFLPROP.DAT J1 ICHECK INQ NINe_ IDIR STRT METRIC HVINS O #SEL 0 6 0 0 0 0 0 0 454.11 J2 NPROF IPLOT PRFVS XSECV XSECH FN ~J~LDC IBW CHNIM 15 0 -1 I 27~96 12: 30 = 56 SECEO DEFTH CWSET. CRIWS WSELK EG HV HL OLOSS O QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICO~T COP, AR TOPWID *PROF 2 0 CCHV- .100 CEHV- .300 *SE(NO 25530.000 3280 CROSS SECTION 25530.00 EXTENDED .31 FEET 462.00 474.00 2329.63 4504.29 ITRACE 3470 ENCROACHMENT STATIONS- 2494.0 2743.0 TYPE- I TARGET- 249.000 25530.000 19.71 454.11 .00 453.52 454.78 .67 .00 .00 455.33 20600.0 .0 20600.0 .0 .0 3141.2 .0 .0 .0 454.80 .00 .00 6.56 .00 .000 .035 .000 .000 434.40 2500.08 L-BANK EL~V R-BANK ELEV SSTA ENDST PAGE PAGE 26 27 .000798 700. 700. 560. 0 0 0 .00 240.13 2740.21 *SE(NO 25770.000 3470 ENCROACHMENT STATIONS- 2495.0 25770.000 19.91 454.51 .00 20600.0 .0 20600.0 .0 .01 .00 5.30 .00 .000470 240. 240. 240. 1490 NH CARD USED *SECNO 26830.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 2619.6 26830.000 18.78 455.08 .00 21300.0 .0 21020.1 279.9 .06 .00 6.06 1.35 .000950 1030. 1010. 960. 2780.0 TYPE- i TARGET- 453.97 454.95 .44 .0 3890.4 .0 .000 .035 .000 2 0 0 3200.0 TYPE- i TARGET- 454.69 455.64 .56 .0 3469.3 207.9 .000 .035 .055 2 0 0 285.000 .14 .02 455.33 19.4 1.4 100000.00 .000 434.60 2498.50 .00 276.63 2775.13 580.420 .66 .04 457.35 107.0 9.7 452.00 .000 436.30 2628.66 .00 438.77 3200.00 1490 NH CARD USED *SECNO 26880.000 1530 MRNNINGS N VALUES FOR C~dLNNEL COMPOSITED 3265 DIVIDED FLOW i 271v~96 12: 30: 56 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q OLOB QCH QROB ALaDB ACH AROB TIME VbOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT ~L OLOSS L-BANKELEV VOL TWA R-BANKELEV WTN ELMIN SSTA COP. AR TOPWID ENDST PAGE 28 3470 ENCROACHMENT STATIONS- 1012.0 26880.000 19.18 455.38 .00 21300.0 .0 19816.9 1483.1 .06 .00 4.94 1.30 .001059 32. 50. 479. 2668.7 TYPE- i TARGET- 454.71 455.73 .35 .0 4013.7 1141.7 .000 .047 .045 2 0 0 ' 1490 NH CARD USED *SE(NO 27165.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITWD 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3470 ENCROAC}D4ENT STATIONS- 985.0 2610.1 TYPE- 27165.000 19.70 455.80 .00 455.24 455.89 21300.0 .0 6509.8 14790.2 .0 2401.2 .09 .00 2.71 2.14 .000 .047 .000301 240. 284. 201. 2 0 KRATIO - TARGET- .08 6914.4 .040 0 1656.710 .07 .02 511.50 118.7 15.8 457.50 .000 436.20 1036.49 .00 1313.36 2668.71 1.87 1625.100 .13 .03 511.50 158.2 22.7 459.00 .000 436.10 1007.79 .00 1428.82 2610.10 1490 NH CARD USED *SECNO 27449.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 1014.0 27449.000 20.29 455.89 .00 21300.0 .0 5825.0 15475.0 .13 .00 1.69 2.15 .000208 240. 284. 248. 2736.4 TYPE- i TARGET- 1722.390 455.35 455.95 .06 .06 .00 510.30 .0 3456.6 7200.7 217.5 31.6 457.50 .000 .052 .037 .000 435.60 1031.48 2 0 0 .00 1603.13 2736.39 1490 NH. CARD USED *SECNO 27748.000 i 27MAR96 12:30:56 SECNO DEPTH CWSEL CRIWS Q QLOB QCH QROE TIME VLOB VCH %rROB WSELK EG HV HL OLOSS L-BANK ELEV A/OB ACH AROB VOL TWA R-BANKELEV XNL XNCH XNR WTN ELMIN SSTA PAGE 29 SLOPE XLOBL XI,CH XLOBR ITRIAL IDC ICONT COP, AR TOPWID RNDST 1530 MANNINGS N VALUES FOR CHANNEL COMPOSXTED 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 1071.0 27748.000 20.75 455.95 .00 21300.0 .0 6306.3 14993.7 .17 .00 1.89 1.94 .000163 324. 299. 262. 2767.5 TYPE- I TARGET- 455.42 456.00 .06 .0 3331.3 7711.4 .000 .048 .037 i 0 1490 NH CARD USED *SECNO 27992.000 1530 MANNINGS N VALUES FOR CHAI~NEL COMPOSITED 3265 DIVIDI/D FLOW 3470 ENCROACHMENT STATIONS- 1041.0 27992.000 20.39 455.99 .00 21300.0 .0 8052.8 13247.2 .21 .00 2.11 1.90 .000188 213. 244. 309. 2589.9 TYPE- I TAR~ET- 455.48 456.05 .06 .0 3810.6 6954.1 .000 .047 .039 0 0 0 1490 NH CARD USED *SECIqO 28168.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3470 ENCROACI~4ENT STATIONS- 1021.0 28168.000 19.43 456.03 .00 21300.0 .0 5618.1 15681.9 .24 .00 1.70 1.91 .000127 167. 176. 223. 2470.9 TYPR- I TARGET- 455.53 456.09 .05 .0 3310.2 8206.5 .000 .046 .037 0 0 0 1490 NH CARD USED *SECNO 28492.000 i 27MAR96 12:30:56 SECNO DEPTH CWSEL CRIWS WSELK EG HI/ Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED PLOW 3470 ENCROACHMENT STATIONS- 1215.0 28492.000 19.77 456.07 .00 21300.0 .0 5792.1 15507.9 .28 .00 1.79 2.05 .000142 406. 324. 307. 2578.6 TYPE- 455.57 456.13 .0 3234.1 .000 .047 1 0 1490 NH CARD USED *SECNO 28720. 000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3470 ENCHOACHMENT STATIONS- 1280.0 28720.000 19.31 456.11 .00 21300.0 .0 7047.9 14252.1 · 32 .00 2.20 2.27 · 000196 173. 228. 338. 2516.7 TYPE- 455.62 456.19 .0 3203.2 .000 .045 0 0 1490 NH CARD USED *SECNO 28890.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 1696.540 .05 .00 510.00 285.6 41.1 456.50 .000 435.20 1087.18 .00 1465.06 2767.54 1548.880 .05 .00 510.00 357.6 50.7 458.60 .000 435.60 1057.03 .00 1356.80 2589.88 1449.910 .03 .00 510.00 410.8 57.2 · 458.80 .000 436.60 1036.89 .00 1332.72 2470.91 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN RLMIN SSTA CORAR TOPWID ENDST TARGET- 1363.640 .06 .04 .00 510.00 7548.7 490.7 66.4 459.20 .036 .000 436.30 1232.47 0 .00 1239.28 2578.64 T~R,GET- .08 6274.1 .037 0 1236.670 .05 .01 510.00 561.2 74.7 458.60 .000 436.80 1296.59 .00 1108.64 2516.67 PAGE 3O 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO . .68 3470 ENCROACIIMENT STATIONS- 1289.0 28890.000 19.03 456.13 .00 21300.0 .0 8838.5 12461.5 .34 .00 2.94 2.57 .000423 153. 170. 194. 2526.0 TYPE- i TARGET- 455.65 456.25 .12 .0 3008.6 4857.2 .000 .048 .040 0 0 0 i 27~96 12: 30: 56 SEC~O DEPTH CWSE~. CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VC~ VROB Xl~ ](NC]{ X~ SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1490 NH CARD USED *SECNO 29124.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3470 ENCROACIiMENT STATIONS- 1264.0 29124.000 18.79 456.19 .00 21300.0 .0 15734.2 5565.8 .36 .00 4.60 2.45 .000836 161. 234. 337. 2359.2 TYPE- 455.70 456.46 .0 3420.8 .000 .046 2 0 1490 NH CARD USED *SECNO 29651.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FIt)W 3470 ENCROACHMENT STATIONS- 1168.0 29651.000 18.56 456.62 .00 21300.0 .0 11378.3 9921.7 .40 .00 3.25 2.62 .000458 600. 527. 404. 2590.9 TYPE- 456.24 456.76 .0 3505.0 .000 .046 2 0 1490 NH CARD USED *SECNO 29831.000 1530 I~INGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 1147.0 29831.000 18.56 456.70 .00 21300.0 .0 9792.2 11507.8 ~42 .00 2.95 2.93 .000330 171. 180. 197. 2421.3 TYPE- 456.33 456.83 .0 3320.1 .000 .044 2 0 i 27MAR96 12: 30: 56 TARGET- .27 2267.7 .040 0 1237.000 .05 .01 512.00 598.1 79.5 460.00 .000 437.10 1312.45 .00 1091.73 2526.00 IlL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA COP. AR TOPWID ENDST 1095.220 .16 .05 512.00 642.9 86.8 459.00 .000 437.40 1288.01 .00 993.63 2359.22 TARGET- 1422.890 .14 .29 .01 512.00 3792.5 712.9 97.2 457.40 .040 .000 438.06 1189.51 0 .00 1047.29 2590.89 TARGET- .13 3923.4 .036 0 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL ]iNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1490 NH CARD USED *SECNO 30027.000 1530 MANNINGS N VALUES FOR CHANNEL COKPOSITED 3265 DIVIDED FLOW KRATIO - TARGET- .26 2098.4 .043 0 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3470 ENCROACHMENT STATIONS- 1128.0 2140.6 TYPE- 30027.000 18.51 456.74 .00 456.38 457.00 21300.0 .0 13206.3 8093.7 .0 3123.9 .44 .00 4.23 3.86 .000 .050 .001025 148. 196. 299. 2 0 1490 NH CARl) USED 1274.320 .07 .00 512.00 744.4 101.4 458.00 .000 438.14 1168.20 .00 867.61 2421.32 HL OLOSS L~BANKELEV VOL TWA R-BANKELEV WTN ELMIN SSTA CORAR TOPWID ENDST .57 1012.640 .13 .04 512.00 779.6 106.0 460.00 .000 438.23 1149.03 .00 700.64 2140.64 PAGE PAGE 31 32 *SBCNO 30384. 000 1530 MANNINGS N VALUES FOR CHANNEL CO. POSITED 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS~ 1045.0 30384.000 18.93 457.07 .00 21300.0 .0 17010.8 4289.2 .46 .00 5.98 5.39 · 001979 371. 357. 410. 1994.8 T~PE- i TARGET- 456.74 457.60 .53 .0 2845.0 795.6 .000 .049 .048 2 0 0 1490 NH CARD USED *SECNO 30604.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 1014.0 30604.000 19.14 457.69 .00 21300.0 .0 14755.9 6544.1 .47 .00 5.12 3.55 · 001473 269. 220. 319. 2149.7 TYPE- I TARGET- 457.42 458.04 .34 .0 2879.6 1843.9 .000 .050 .047 2 0 0 27MAR96 12:30:56 949.780 .52 .08 512.00 817.7 111.0 460.00 .000 438.14 1064.74 .00 441.98 1994.78 1135.690 .42 .02 511.00 841.8 115.0 461.00 .000 438.55 1031.22 .00 834.36 2149.69 SEC~IO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ._ 1490 NH CARD USED *SEC~O 30958.000 1530 MANNINGS N VALUES FOR CHANNEL CO, POSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CliA~GE OUTSIDE OF A~CEPTABI~ RANGE, 3470 ENCROACHMENT STATIONS- 1048.0 2300.6 TYPE- 30958.000 19.60 458.15 .00 457.93 458.26 21300.0 .0 3471.5 17828.5 .0 1520.9 · 51 .00 2.28 2.71 .000 .051 · 000336 303. 354. 302. 2 0 1490 NH CARD USED *SECNO 31335.000 1530 MANNINGS N VALUES FO~CHANNELCOt4POSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3470 ENCROACI~dENT STATIONS- 1037.0 2171.3 TYPE- 31335.000 19.54 458.09 .00 457.83 458.65 21300.0 .0 10593.2 10706.8 .0 1425.7 · 52 .00 7.43 4.14 .000 .047 · 002555 377. 377. 344. 2 0 CCH*V- .500 CEHV- .700 *SECNO 32150.000 3265 DIVIDED FLOW IiRATIO = 2.10 TARGET- 1252.640 .11 .20 .02 511.00 6584.9 886.9 122.2 462.00 .041 .000 438.55 1063.40 0 .00 1146.62 2300.64 3301 I-IV CHANGED MORE THAN HVINS ERATIO - 27MAR96 12:30:56 SEC/qO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XI, CH XLOBR ITRIAL IDC ICONT .36 TARGET- 1134.320 · 56 .26 .14 511.00 2584.6 937.9 131.0 461.00 · 042 .000 438.55 1052.61 0 .00 1059.21 2171.32 HI, OLOSS L-BANKELEV VOL TWA R-BANK ELEV WTN ELMXN SSTA CORAR TOPWXD ENDST PAGE PAGE 33 3470 ENCROACHMENT STATIONS- 3040.0 32150.000 21.12 458.12 .00 21300.0 .0 20335.4 964.6 .53 .00 10.60 2.35 .001781 160. 170. 180. 1490 NH CARD USED *SECNO 32200.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD. 9 MTN ELTRD- 3470 ENCROAC~4ENT STATIONS- 3050.0 32200.000 22.93 457.93 .00 21300.0 .0 19761.1 1538.9 .53 .00 13.17 6.39 .001041 50. 50. 50. *SECNO 32230.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD- 3470 ENCROACHMENT STATIONS- 3050.0 32230.000 23.10 458.10 .00 21300.0 .0 19728.5 1571.5 .53 .00 12.97 6.31 .001003 50. 50. 50. 4400.0 ~"/PE- i TARGET- 457.91 459.79 1.67 .0 1919.2 410.4 .000 .035 .055 2 0 0 463.60 MAX ELLC- ******** 4440.0 TYPE- i TARGET- 457.71 460.47' 2.55 .0 1499.9 240.9 .000 .015 .021 2 0 0 463.60 MAX ELLC- ******** 4440.0 TYPE- i TARGET- 457.91 460.57 2.47 .0 1521.0 249.0 .000 .015 .021 2 0 0 1360.000 .37 .78 460.50 950.6 133.8 460.00 .000 437.00 3402.93 .00 328.64 4400.00 1390.000 .07 .61 461.50 952.9 134.1 461.50 .000 435.00 3401.22 .00 168.18 4401.60 1390.000 .0S .04 461.50 954.9 134.3 461.50 .000 435.00 3400.70 .00 169.91 4401.89 27MAR96 12:30:56 SECNO DEPTH CWSEL CRIWS WSELK EG HV O QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC I CONT CCh'V- .100 CEHV- .300 *SECHO 32250.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 EIqCROACI~4ENT STATIONS- 3040.0 4400.0 TYPE- i TARGET- 32250.000 23.36 460.36 .00 460.31 460.77 .41 14900.0 128.7 12338.0 2433.3 169.8 2191.3 1572.5 .53 .76 5.63 1.55 .055 .045 .055 .000744 1. 1. 1. 2 0 0 1490 NH CARl) USED *SECNO 32305.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KEATIO - 3470 ENCHOACH]~ENT STATIONS- 1825.0 3316.0 TYPE- I TARGET- 32305.000 22.47 460.17 .00 460.15 460.96 .79 14900.0 .0 11684.3 3215.7 .0 1519.5 714.6 .53 .00 7.69 4.50 .000 .045 .003018 55. 55. 55. 2 0 0 1490 NH CARD USED *SECHO 32725.000 3265 DIVIDED FLOW HL OLOSS L-BANKELEV VOL TWA R-BANKELBV WTN ELMIN SSTA COP, AR TOPWID ENDST 1360.000 .00 .21 460.50 955.0 134.3 460.00 .000 437.00 3040.00 .00 998.25 4400.00 .5O 1491.000 .07 .11 465.00 958.9 135.3 460.00 .000 437.70 2158.88 .00 479.26 3316.00 PAGE 35 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 27MAR96 12:30:56 SECNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL KRATIO - CWSEL CRIWS WSELK EG HV 0CH QROB ALOB ACH AROB VCH VROB XNL XNCH XLCH XLOBR ITRIAL IDC ICONT 3470 RNCROACT~dENT STATIONS- 1634.0 32725.000 23.19 461.39 .00 14900.0 4469.3 7048.6 3382.1 .58 2.33 3.59 1.43 .000507 380. 420. 520. 3632.0 TYPE- I TARGET= 461.24 461.52 .13 1914.3 1964.2 2365.2 .060 .045 .055 2 0 0 1490 NH CARD USED *SECNO 33145.000 1530 MANNINGS N VALURS FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 2.27 HL OLOSS L-BANKELEV VOL TWA R-BANKELEV WTN ELMIN SSTA COP, AR TOPWID BNDST 1998.000 .49 .07 463.00 1002.4 147.0 461.00 .000 438.20 1634.00 .00 1620.52 3632.00 3470 ENCROACHMENT STATIONS- 1390.0 1960.0 TYPE= 1 TARGET= 570.000 3495 OVERBANK AREA ASSD%tED NON-EFFECTIVE, ET~?.~A= 460.64 ELREA= 100000.00 33145.000 23.23 461.63 .00 461.44 461.85 .22 .30 14900.0 .0 14900.0 .0 .0 3934.5 .0 1047.2 · 61 .00 3.79 .00 .000 .054 .000 .000 · 001020 385. 420. 290. 2 0 0 .00 1490 NH CARD USED *SECNO 33470.000 3265 DIVIDED FLOW 3470 ENCROAC~4ENT STATIONS- 1135.0 1603.0 TYPE- i TARGET- 468.000 3495 OVERBANKAREAASSUMED NON-EFFECTIVE, ELLEA- 460.20 ELREA- 100000.00 33470.000 22.89 461.89 .00 461.72 462.23 .35 .35 14900.0 .0 14900.0 .0 .0 3157.1 .0 1073.6 .62 .00 4.72 .00 .000 .041 .000 .000 · 001123 315. 325. 260. 2 0 0 .00 1490 NH CARD USED i 27MAR96 12:30:56 SECNO DSPTH CWSEL CHINS WSELK EG HV HL Q QLOB QCH QROB ALOB ACH AROB VOL TIME VLOB VCE VROB XNL XNCH XNR WTN SLOP~ XLOBL ~ IC~OBR ITRI~ IDC 1CONT COllAR *SE(NO 34260.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCHOACHMENT STATIONS- 868.0 1480.0 TYPE= 1 TARGET= 612.000 3495 OVERBANK AREA ASSWJMED NON-EFFECTIVE, EIaLEA- 461.20 ELREA- 100000.00 34260.000 24.04 462.84 .00 462.54 462.98 .15 .73 14900.0 .0 14900.0 .0 .0 4860.6 .0 1146.3 .70 .00 3.07 .00 .000 .054 .000 .000 .000778 830. 790. 250. 2 0 0 .00 1490 NH CARD USED *SECNO 34850.000 .03 460.64 1SS.0 100000.00 438.40 1390.00 427.88 1946.13 3301 }IV CHANGED MORE THAN HVINS .04 460.20 158.1 100000.00 439.00 1135.00 402.00 1590.64 OLOSS L-BANK ELEV TWA R-BANK BLEV ELMIN SSTA T~PWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .50 .02 461.20 167.2 100000.00 438.80 868.00 599.64 1467.64 PAGE PAGE 36 37 3470 ENCROACHMENT STATIONS- 660.0 1500.0 TYPE- I TARGET- 840.000 3495 OVERBANKAR~AASSUMED NON-EFFECTIVE, ELLEA- 464.30 ELREA= 34850.000 23.72 463.02 .00 462.54 464.07 1.05 .81 14900.0 .0 14900.0 .0 .0 1812.8 .0 1191.5 .72 .00 8.22 .00 .000 .045 .000 .000 .003078 520. 590. 640. 2 0 0 .00 1490 NH ~ USeD *SECNO 34950.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS '3470 ENCROACHMENT STATIONS= 660.0 1520.0 TYPE= i TARGET- 34950.000 24.55 463.85 .00 463.65 464.35 .50 14900.0 2669.9 12230.1 .0 1315.5 1973.5 .0 .72 2.03 6.20 .00 .056 .045 .000 .001746 110. 100. 90. 3 0 0 100000.00 .27 464.30 172.5 100000.00 439.30 1318.32 177.95 1496.27 860.000 .23 .05 464.30 1197.5 173.6 100000.00 .000 439.30 660.00 .00 795.53 1507.36 27MAR96 12:30:56 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-B3~NK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID ENDST -- 1490 NH CARD USED *SECNO 36970.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 3470 ENCROACHMi~qT STATIONS- 2900.0 3845.0 TYPE- i TARGET- 36970.000 26.63 466.63 .00 465.99 466.94 .30 15600.0 .0 10005.7 5594.3 .0 1891.6 2667.4 .86 .00 5.29 2.10 .000 .042 .060 ' .000975 2020. 2020. 2020. 3 0 0 1490 NH CARD USED *SECNO 38200.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE KRATIO = 3470 ENCROAC}D4EBTT STATIONS- 1751.0 2682.0 TYPE- I TARGET- 38200.000 26.39 467.39 .00 466.70 467.48 .09 15600.0 2027.3 6390.7 7182.0 1653.7 2185.3- 3443.2 .99 1.23 2.92 2.09 .060 .045 .085 .000277 1150. 1230. 950. 2 0 0 1490 NH CARD USED *SECNO 39290.000 3470 ENCROAC~IMENT STATIONS- 1360.0 2064.0 TYPE- i TARGET- 39290.000 25.80 467.68 .00 466.99 467.80 .12 15600.0 964.8 7803.0 6832.2 762.0 2276.7 3450.5 1.10 1.27 3.43 1.98 .055 .044 .055 .000293 980. 1090. 1110. 2 0 0 1490 NH CARl) USED *SECNO 39440.000 I 27MAR96 12:30:56 SECNO DEPTH CWSEL CRIWS WSELK EG }iV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH ~ SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1.40 945.000 2.56 .02 465.00 1379.5 214.0 465.00 .000 440.00 2900.00 .00 945.00 3845.00 1.88 931.000 .52 .02 467.40 1525.5 236.3 462.00 .000 441.00 1751.00 .00 930.64 2682.00 704.000 .31 .01 464.00 1696.4 256.3 460.00 .000 441.88 1360.00 .00 704.00 2064.00 HL OLOSS L-BANKELEV VOL TWA R-BANKELEV WTN ELMIN SSTA COP, AR TOPWID ENDST PAGE PAGE 38 39 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WA~NIN~: CONVEYANCE CHAI~3E OUTSIDE OF /~CCEPTABLE RAI~]E, K~ATIO - 3470 ENCROACI~4ENT STATIONS- 3921.0 4514.0 TYPE- I TARG~T- 39440.000 25.37 467.37 .00 466.71 468.08 .71 15600.0 773.9 129~9.4 1876.7 354.5 1761.0 949.4 1.11 2.18 7.35 1.98 .055 .045 .060 .001363 150. 150. 280. 2 0 0 1490 NH CARD USED *SECNO 39490.000 2800 NAT Q1- 5505.80 WSELK- 467.15 ENC Q1- 5505.80 WSEL- NAT Q1- 6278. RATIOS LOB, CH, ROB- .1407 .8521 .0073 WSEL~ 3470 ENCROACHMENT STATIONS- 3964.5 4310.0 TYPE- 4 TARGET- 39490.000 25.82 467.82 .00 467.15 468.17 .35 15600.0 446.3 15153.7 .0 210.5 3176.5 .0 1.11 2.12 4.77 .00 .045 .045 .000 .000827 50. 50. 50. 2 0 0 1490 NH~J~RDUSED *SECNO 39540.000 2800 NAT Q1- 4629.09 NSELK- 467.05 ENC Q1- 4629.09 WSEL- NAT Q1- 5516. RATIOS LOB, CH, ROB- .1156 .6678 .2166 NSEL~ 3265 DIVIDED FLOH 3470 ENCHOACHMENT STATIONS- 3940.5 4513.7 TYPE- 4 TARGET- 39540.000 25.69 467.69 .00 467.05 468.30 .61 15400.0 618.8 12384.6 2396.6 305.2 1795.5 1049.2 1.12 2.03 6.90 2.28 .055 .045 .050 .001169 50. S0. 50. 2 0 0 27MA~96 12:30:56 SECNO DEPTH CWSEL CRIWS WSELK EG HV 0 OLOB 0CH QROB ALOB ACH A~OB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1490 NH CARDUSED *SBCNO 40650.000 2800 NAT Q1- 4472.71 WSELK- 468.20 ENC Q1- 4472.71 WSEL- NAT Ol- 5321. RATIOS LOB, CH, ROB- .1397 .6120 .2483 WSE~ 3470 ~NCROAC~D4~NT STATIONS- 4592.2 5024.1 TYPE- 4 TARGET- 40650.000 28.93 468.93 .00 468.20 469.21 .27 10200.0 709.5 7469.0 2021.6 520.0 1571.5 891.2 1.19 1.36 4.75 2.27 .060 .045 .045 .000532 1400. 1110. 800. 2 0 0 1490 NH CA~DUSED *SEC/~O 48000.000 2800 NAT Q1- 5689.70 WSELK- 470.69 ENC Q1- 5689.70 WSEL- NAT Q1- 7070. RATIOS LOB, CH, ROB- .3809 .3778 .2414 WSEL- 3470 ]~NCROACPD4ENT STATIONS- 1793.4 2917.0 TYPE- 4 TARGST- 48000.000 25.92 471.52 .00 470.69 471.62 .10 9800.0 3461.3 4582.7 1756.0 2549.6 1323.4 1715.6 1.94 1.36 3.46 1.02 .055 .045 .060 .000293 5700. 7350. 2900. 2 0 0 1490 NH CARD USED *SECNO 51350.000 2800 NAT Q1- 4225.15 WSELK- 472.00 ENC Q1- 4225.15 WSEL- NAT Q1- 5556. RATIOS LOB, CH, ROB- .3640 .6351 .0009 WSEL- 3470 ENC~OAC~IMENT STATIONS- 3784.1 4515.0 TYPE- 4 TARGET- 51350.000 26.30 472.80 .00 472.00 472.91 .11 9400.0 1546.9 7853.1 .0 1172.9 2776.2 .0 2.31 1.32 2.83 .00 .055 .045 .000 .000499 3600. 3350. 3700. 2 0 0 .46 593.000 .10 .18 464.00 1719.4 259.5 462.50 .000 442.00 3921.00 .00 537.86 4514.00 467.95 PATIO- .0000 467.95 .123 .OS .04 467.50 1723.1 260.0 468.50 .000 442.00 3964.53 .00 339.49 4304.02 467.85 RATIO- .0000 467.85 .161 .05 .08 464.00 1726.8 260.5 462.50 .000 442.00 3940.46 .00 534.85 4513.70 HL OLOSS L-B~NKELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST 469.00 RATIO- .0000 469.00 .159 .88 .03 464.80 1800.8 271.7 457.80 .000 440.00 4592.16 .00 431.89 5024.06 471.49 PATIO= .0000 471.49 .195 2.39 .02 4~7.00 2332.7 354.6 466.50 .000 445.60 1793.44 · 00 1123.60 2917.03 472.80 PATIO- .0000 472.80 .240 1.29 .00 470.30 2717.0 430.5 470.20 .000 446.50 3784.14 · 00 730.86 4515.00 PAGE 4O 1490 NH CARD USED *SECNO 53350.000 2800 NAT Q1- 6377.89 WSELK- 472.57 ]]NC Q1- 6377.89 WSEL- NAT Q1- 7955. RATIOS LOB, CH, ROB- .4222 .5629 .0149 WSEL- 3265 DIVIDED FLOW I 27MAR96 12:30: 56 SECNO DEPTH CWSEt' CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 473.37 RATIO- .0000 473.37 }iL OLOSS L-BANKELEV VOL T~A R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST PAGE 41 3302 WARNING: CONVI~YANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, ERATIO - 3470 ENCHOACI~4~NT STATIONS- 4204.0 5670.0 TYPE- 4 TABGET- 53350.000 25.41 473.41 .00 472.57 473.54 .13 9400.0 2902.8 6497.2 .0 2513.2 1946.0 .0 2.51 1.16 3.34 .00 .050 .045 .000 .000226 1650. 2000. 1750. 2 0 0 1490 NH CARD USED *SECNO 55590.000 2800 NAT Q1- 2878.31 WSELK- 473.25 ENC Q1- 2878.31 WSEL- NAT Q1- 3716. RATIOS LOB, CH, ROB- .3145 .6778 .0077 WSEL- 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 3470 ENCROACIA~ENT STATIONS- 3539.5 4340.0 TYPE- 4 TARGET- 55590.000 21.69 474.09 .00 473.25 474.57 .49 9400.0 1217.5 8182.5 .0 975.0 1364.8 .0 2.62 1.25 6.00 .00 .060 .045 .000 .001075 2000. 2240. 2200. 2 0 0 1490 NH CARD USED *SECNO 56940.000 3265 DIVIDED FLOW 3470 ENCROACI~4ENT STATIONS- 3800.0 4415.0 TYPE- I TARGET- 56940.000 26.37 475.37 .00 474.50 475.68 .32 9400.0 2357.1 7042.9 .0 1189.3 1380.3 .0 2.71 1.98 5.10 .00 .054 .045 .000 .000647 1250. 1~50. 1250. 2 0 0 1.49 .198 .62 .01 456.00 2895.2 468.5 467.00 .000 448.00 4204.01 .00 1175.52 5670.00 474.05 RATIO- .0000 474.05 .46 .225 .93 .11 470.00 3060.4 510.8 472.00 .000 452.40 3539.55 .00 644.20 4340.00 615.000 1.09 .02 462.00 3134.0 527.1 100000.00 .000 449.00 3800.00 .00 481.61 4415.00 i 27t4~96 12:30:56 PAGE 42 THIS RUN EXECUTED 27MAR96 MEC-2 WATER SURFAC~ PROFILES Version 4.6.2; May 1991 ************************************* NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTIONNUMBER INDICATES MESSAGE IN SUt4~ARY OF ERRORS LIST DENTON CREEK, TI~XAS SU14~ARY PRINTOUT TABLE 110 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL 25530.000 453.52 .00 454.25 235.67 .00 20600.00 .00 248.00 2494.00 25530.000 454.11 .59 454.78 240.13 .00 20600.00 .00 249.00 2494.00 25770.000 453.97 .00 454.44 272.69 .00 20600.00 .00 285.00 2495.00 25770.000 454.51 .54 454.95 276.63 .00 20600.00 .00 285.00 2495.00 STCHL 2495.20 2495.20 2495.20 2495.20 12:30:59 STC~"~ 2742.67 2742.67 2780.00 2780.00 STENCR 2742.00 2743.00 2780.00 2780.00 26830.000 26830.000 26880.000 26880.000 27165.000 * 27165.000 27449,000 27449.000 27748.000 27748.000 27992.000 27992.000 28168.000 28168.000 28492.000 28492.000 28720.000 28720.000 I 27MAR96 454.69 455,08 454,71 455.38 455.24 455,80 455.35 455.89 455,42 455,~5 455.48 455.99 455,53 456,03 455.57 456.07 455,62 456.11 12=30:56 ,00 455,09 1199,25 .39 455,64 438,77 · 00 455,17 1173,21 · 67 455,73 1313,36 · 00 455,35 1418.55 .56 455,89 1428,82 ,00 455.43 1551,59 ,53 455,95 1603,13 ,00 455,49 1445,81 .52 456,00 1465.06 .00 455.55 1344.42 .51, 456.05 1356.80 .00 455.59 1313,08 ,S0 456,09 1332,72 ,00 455,64 1220,21 ,50 456,13 1239,28 .00 455,71 1095,73 ,49 456.19 1108,64 SECNO CWSBL DIFKWS EG TOP, ID * 28890.000 * 28890.000 29124.000 29124,000 29651,000 29651,000 29831.000 29831.000 * 30027.000 * 30027.000 30384,000 30384,000 30604.000 30604,000 * 30958.000 * 30958.000 * 31335,000 * 31335,000 455,65 456,13 455.70 456.19 456.24 456,62 456,33 456.70 456.38 456.74 456.74 457.07 457.42 457.69 457.93 458,15 457.83 458.09 457.91 458.12 457.71 457.93 457.91 458.10 460.31 460,36 460.15 460.17 461.24 461.39 461,44 461.63 461.72 461.89 12:30:56 .00 455.78 1077.66 .49 456.25 1091.73 .00 456,03 984,06 ,49 456,46 993.63 .00 456,39 1020,00 .38 456,76 1047,29 32150,000 32150,000 32200.000 32200.000 32230.000 32230,000 32250.000 32250,000 * 32305,000 * 32305,000 * 32725.000 * 32725.000 * 33145,000 33145.000 33470.000 33470.000 i 27MAR96 · 00 18285,60 3014,40 2581,00 2619,00 2619.58 3100,00 5200.00. · 00 21020,09 279,91 580,42 2619,58 2619.58 3100,00 3200,00 · 00 20894,04 405,96 ,00 ,00 1012,00 1585,00 · 00 19816,87 1483,13 1656.71 1012.00 1012,00 1585.00 2668,71 .00 7005.48 14294.52 .00 .00 985.00 1308.00 .00 · 00 6509.82 14790.18 1625.10 985.00 985.00 1308.00 2610.10 .00 6474.64 14825.36 .00 .00 1014.00 1534.00 .0~ .00 5825.05 15474.95 1722.39 1014.00 1014.00 1534.00 2736.39 · 00 6740.86 14559.14 .00 .00 1071.00 1606.00 .00 · 00 6306.32 14993.68 1696.54 1071.00 1071.00 1606.00 2767.54~ · 00 8458.92 12841.08 .00 .00 1041.00 1543.00 · 00 8052.81 13247.19 1548.88 1041.00 1041.00 1543.00 2589.88 .00 5923.54 15376.46 .00 .00 1021.00 1419.00 .00 5618.06 15681.94 1449.91 1021.00 1021.00 1419.00 2470.91 .00 6096,39 15203,61 .00 .00 1215,00 1605.00 ,00 * .00 5792,10 15507,90 1363.64 1215,00 1215,00 1605,00 2578.64 ,00 7338,39 13961,61 ,00 ,00 1280,00 1689,00 ,00 .00 7047.87 14252.13 1236.67 1280.00 1280.00 1689.00 2516.67 PAGE 43 · 00 456.48 857.57 · 37 456.83 867.61 .00 456.67 680.98 .36 457.00 700.64 .00 457,32 429,26 ,32 457,60 441.98 ,00 457,80 825,02 ,27 458,04 834,36 .00 458.04 1140,63 ,22 458,26 1146,62 .00 458,49 1022,21 .26 458,65 1059,21 ,00 459.64 375.99 .21 459.79 328,64 .00 460.36 165,96 ,22 460.47 168,18 .00 460,46 168.00 · 19 460.57 169,91 · 00 460.68 1263.17 .05 460.77 998.25 QLOB QCH QROB PER,NC STENCL STCHL STCHR STEN(/~ .00 9353.64 11946.36 2526.00 .00 1289.00 1696.00 2526.0Q~ .00 8838,48 12461,52 1237,00 1289,00.__ 1289,00 1696,00 2526,00 · 00 16547,19 4752,81 ,00 ,00 1264,00 1620.00 ,00 .00 15734.20 5565.80 1095,22 1264,00 1264.00 1620,00 2359.22 .00 11744,22 9555,78 .00 .00 1168.00 1615,00 .0 ,00 11378,35 9921,65 1422,89 1168,00 1168,00 1615,00 2590,89 · 00 10000,05 11299,95 .00 ,00 1147.00 1570,00 .00 · 00 9792,25 11507,75 1274,32 1147,00 1147,00 1570,00 2421,3:~ · 00 13549,02 7750,98 .00 ,00 1128,00 1525,00 .00 · 00 13206,31 8093.69 1012,64 1128,00 1128.00 1525,00 2140,6~ · 00 17098,64 4201,36 .00 ,00 1045.00 1447,00 ,00m~ · 00 17010.75 4289,25 949.78 1045,00 1045.00 1447,00 1994,7 · 00 14980,47 6319.53 ,00 .00 1014,00 1350.00 .00 .00 14755.85 6544,15 1135,69 1014,00 1014.00 1350,00 2149,69 ,00 3542,99 17757,01 .00 ,00 1048,00 1285.00 ,0C~ .00 3471.52 17828.48 1252.64 1048.00 1048.00 1285.00 2300.64 .00 11147.37 10152.63 .00 .00 1037.00 1204.00 .00 .00 10593.17 10706.83 1134.32 1037.00 1037.00 1204.00 2171.3~ .00 20414.29 885.70 3140.00 3040.00 3400.00 3525.00 6180.0¢ .00 20335.43 964.56 1360.00 3040.00 3400.00 3525.00 4400.0~ .00 19803.74 1496.26 3210.00 3050.00 3390.50 3539.50 6260.00mq · 00 19761.06 1538.94 1390.00 3050.00 3390.50 3539.50 4440.0C .00 19764.42 1535.58 3210,00 3050.00 3390.50 3539.50 6260.00 .00 19728,49 1571,51 1390,00 3050,00 3390,50 3539,50 %440.00 116.95 11910,53 2872.52 3140.00 3040,00 3400.00 3525.00 6180.0{mq~ 128.70 12338,01 2433,29 1360,00 3040,00 3400,00 3525,00 4400,0( .00 460.85 506.02 .00 11155.87 3744.13 .00 .00 2110.00 2325.00 .00 .02 460.96 479.26 .00 11684.26 3215.74 1491.00 1825.00 2110.00 2325.00 3316.0~ .00 461,35 2160.90 5098,79 6434.68 3366,53 ,00 .00 1940.00 2150.00 .0C .15 461.52 1620.52 4469.34 7048.58 3382.07 1998.00 1634.00 1940.00 2150.00 3632.06 .00 461.67 500.04 58.17 14841.83 .19 461.85 427.88 .00 14900.00 · 00 462,06 559.63 342,60 14557.40 · 17 462,23 402,00 ,00 14900,00 · 00 ,00 .00 1390.00 1960,00 00 · 00 570.00 1390.00 1390,00 1960.00 1960'0('-~ · 00 ,00 ,00 1135.00 1603,00 ,0G ,00 468,00 1135,00 1135.00 1603.00 1603.00 PAGE 44 SECNO CWSEL DIFKWS EG TODWID QLOB QCH QROB PERENC STENCL STCHL STC~R STENCR 34260.000 462.54 .00 462.70 596.93 1,75 14898.25 .00 .00 .00 668.00 1520.00 .00 34260.000 462.84 .30 462.98 599.64 .00 14900;00 .00 612.00 868.00 868.00 1520.00 1480.00 * 34850.000 462.54 * 34850.000 463.02 34950.000 463.65 34950.000 463.85 36970.000 465.99 * 36970.000 466.63 * 38200.000 466.70 * 38200.000 467.39 39290.000 466.99 39290.000 467.68 * 39440.000 466.71 * 39440.000 467.37 39490.000 467.15 39490.000 467.82 39540.000 467.05 39540.000 467.69 40650.000 468.20 40650.000 468.93 48000.000 470.69 48000.000 471.52 51350.000 472.00 51350.000 472.80 * 53350.000 472.57 * 53350.000 473.41 * 55590.000 473.25 * 55590.000 474.09 S6940.000 474.50 56940.000 475.37 27MAR96 12:30:56 DENTON CREEK, TEXAS SIR~IARY PRINTOUT TABLE 150 SECNO X1,CH 25530.000 .00 25530.000 .00 25770.000 240.00 25770.000 240.00 26830.000 1010.00 26830.000 1010.00 26880.000 50.00 26880.000 50.00 27165.000 284.00 27165.000 284.00 27449.000 284.00 27449.000 284.00 27748.000 299.00 27748.000 299.00 27992.000 244.00 27992.000 244.00 28168.000 176.00 28168.000 176.00 28492.000 324.00 28492.000 324.00 28720.000 228.00 28720.000 228.00 .00 .48 .00 .20 .00 .65 .00 .69 .00 .69 .00 .66 .00 .68 .00 .64 .00 .74 .00 .83 .00 .80 .00 .84 .00 .84 .00 .86 ELTRD .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 463.69 464.07 463.98 464.35 466.25 466.94 466.78 467.48 467.09 467.80 467.36 468.08 467.44 468.17 467.55 468.30 468.43 469.21 470.78 471.62 472.08 472.91 472.68 473.54 473.67 474.57 474.79 475.68 ELLC .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 169.04 177.95 1692.21 795.53 1084.73 945.00 1222.52 930.64 1026.88 704.00 848.10 537.86 551.13 339.49 872.87 534.85 826.53 431.89 1538.60 1123.60 1438.65 730.86 2182.52 1175.52 1412.61 644.20 1465.27 481.61 ELMIN 434.40 434.40 434.60 434.60 436.30 436.30 436.20 436.20 436.10 436.10 435.60 435.60 435.20 435.20 435.60 435.60 436.60 436.60 436.30 436.30 436.80 436.80 .00 .00 4469.75 2669.90 11.68 .00 2431.05 2027.29 1485.91 964.82 1348.45 773.91 1769.56 446.33 1449.50 618.80 1078.73 709.47 3511.72 3461.33 2838.24 1546.89 3181.53 2902.79 1865.72 1217.47 2736.91 2357.11 Q 20600.00 20600.00 20600.00 20600.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 14900.00 14900.00 10430.25 12230.09 9159.00 10005.73 5966.90 6390.72 7264.08 7803.02 12194.48 12949.40 13759.73 15153.67 11279.91 12384.59 6900.07 7468.97 4258.07 4582.70 6557.39 7853.11 6153.38 6497.21 7513.51 8182.52 6635.63 7042.89 CWSRL 453.52 454.11 453.97 454.51 454.69 455.08 454.71 455.38 455.24 455.80 455.35 455.89 455.42 455.95 455.48 455.99 455.53 456.03 455.57 456.07 455.62 456.11 .00 .00 .00 .00 1310.00 1520.00 .00 840.00 660.00 1310.00 1520.00 1500.00 .00 .00 .00 1310.00 1520.00 .00 .00 860.00 660.00 1310.00 1520.00 1520.00 6429.32 5594.27 7202.06 7181.99 6850.01 6832.16 2057.07 1876.69 70.71 .00 2670.59 2396.61 2221.19 2021.56 2030.20 1755.98 4.37 .00 65.09 .00 20.77 .00 27.46 .00 CRIWS .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 2900.00 3060.00 .00 945.00 2900.00 2900.00 3060.00 3845.00 .00 .00 2100.00 2270.00 .00 931.00 1751.00 2100.00 2270.00 2682.00 .00 .00 1525.00 1675.00 .00 704.00 1360.00 1525.00 1675.00 2064.00 .00 .00 4040.00 4150.00 .00 593.00 3921.00 4040.00 4150.00 4514.00 .00 .00 4030.00 4310.00 .00 .12 3964.53 4030.00 4310.00 4310.00 .00 .00 4040.00 4150.00 .00 .16 3940.46 4040.00 4150.00 4513.71 .00 .00 4730.00 4815.00 .00 .16 4592.16 4730.00 4815.00 5024.06 .00 .00 2370.00 2445.00 .00 .20 1793.44 2370.00 2445.00 2917.04 .00 .00_ 4160.00 4515.00 .00 .24 3784.14 4160.00 4515.00 4515.00 .00 .00 5570.00 5670.00 .00 .20 4204.01 5570.00 5670.00 5670.00 .00 .00 4250.00 4340.00 .00 .23 3539.55 4250.00 4340.00 4340.00 .00 .00 4335.00 4415.00 .00 615.00 3800.00 4335.00 4415.00 4415.00 PA~E 45 !~3 10*KS VCH AREA .01K 454.25 9.06 6.86 3000.97 6843.65 454.78 7.98 6.56 3141.22 7292.26 454.44 5.25 5.50 3742.11 8992.90 454.95 4.70 5.30 3890.40 9501.79 455.09 7.89 5.48 5477.10 7583.05 455.64 9.50 6.06 3677.15 6911.15 455.17 7.62 5.53 4341.02 7717.00 455.73 10.59 4.94 5155.39 6546.34 455.35 3.89 3.07 8518.81 10794.94 455.89 3.01 2.71 9315.63 12267.11 455.43 2.48 1.99 9814.38 13531.77 455.95 2.08 1.69 10657.26 14769.19 455.49 1.97 2.13 10267.72 15167.97 456.00 1.63 1.89 11042.74 16670.81 455.55 2.26 2.32 10070.53 14159.87 456.05 1.88 2.11 10764.75 15551.91 455.59 1.50 1.88 10846.48 17409.68 456.09 1.27 1.70 11516.70 18901.05 455.64 1.67 1.98 10160.06 16479.82 456.13 1.42 1.79 10782.82 17868.54 455.71 2.31 2.40 8935.39 14007.18 456.19 1.96 2.20 9477.26 15208.21 * 28890.000 * 28890.000 29124.000 29124.000 29651.000 29651.000 29831.000 29831.000 * 30027.000 * 30027.000 i 27MAR96 SECNO 30384.000 30384.000 30604.000 30604.000 * 30958.000 * 30958.000 * 31335.000 * 31335.000 32150.000 32150.000 32200.000 32200.000 32230.000 32230.000 32250.000 32250.000 * 32305.000 * 32305.000 * 32725.000 * 32725.000 * 33145.000 33145.000 33470.000 33470.000 34260.000 34260.000 * 34850.000 * 34850,000 * 34950.000 34950.000 36970.000 * 36970.000 * 38200.000 * 38200.000 i 27MA~96 170.00 170.00 234.00 234.00 527.00 527.00 180.00 180.00 196.00 196.00 12:30:5~ 357.00 357.00 220.00 220.00 354.00 354.00 377.00 379.00 170.00 170.00 50.00 50.00 50.00 50.00 1.00 1.00 55.00 55.00 420.00 420.00 420.00 420.00 325.00 325.00 790.00 790.00 590.00 590.00 100.00 100.00 2020.00 2020.00 1230.00 1230.00 12:30:56 .00 .00 437.10 21300.00 .00 .00 437.10 21300.00 .00 .00 437.40 21300.00 .00 .00 437.40 21300.00 .00 .00 438.06 21300.00 .00 .00 438.06 21300.00 .00 .00 438.14 21300.00 .00 .00 438.14 21300.00 .00 .00 438.23 21300.00 .00 .00 438.23 21300.00 .00 .00 438.14 · 00 .00 438.14 .00 .00 438.55 .00 .00 438.55 .00 .00 438.55 .00 .00 438.SS .00 .00 438.SS .00 .00 438.55 .00 .00 437.00 .00 .00 437.00 463.60-999999.00 435.00 463.60-999999.00 435.00 463.60-999999.00 435.00 463.60-999999.00 435.00 · 00 .00 437.00 .00 .00 437.00 · 00 .00 437.70 · 00 .00 437.70 · 00 .00 438.20 · 00 .00 438.20 · 00 .00 438.40 · 00 .00 438.40 · 00 .00 439.00 · 00 .00 439.00 · 00 .00 438.80 .00 .00 438.80 .0o .00 439.30 .00 .00 439.30 .00 .00 439.30 .00 .00 439.30 .00 .00 440.00 .00 .00 440.00 .00 .00 441.00 .00 .00 441.00 SECNO XLCH ELTRD ELLC ELMIN 39290.000 1090.00 .00 .00 441.88 39290.000 1090.00 .00 .00 441.88 * 39440.000 150.00 .00 .00 442.00 * 39440.000 150.00 .00 .00 442.00 39490.000 50.00 .00 .00 442.00 39490.000 50.00 .00 .00 442.00 39540.000 50.00 .00 .00 442.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 15600.00 15600.00 15600.00 15600.00 0 15600.00 15600.00 15600.00 15600.00 15600.00 15600.00 15400.00 455.65 456.13 455.70 456.19 456.24 456.62 456.33 456.70 456.38 456.74 CWSEL 456.74 457.07 457.42 457.69 457.93 458.15 457.83 458.09 457.91 458.12 457.71 457.93 457.91 458.10 460.31 460.36 460.15 460.17 461.24 461.39 461.44 461.63 461.72 461.89 462.54 462.84 462.54 463.02 463.65 463.85 465.99 466.63 466.70 467.39 CWSEL 466.99 467.68 466.71 467.37 467.15 467.82 467.05 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CRIWS .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .oo .00 .00 .00 .00 .00 .00 .00 CRIWS .00 .00 .00 .00 .00 .00 .00 455.78 456.25 456.03 456.46 456.39 456.76 456.48 456.83 456.67 457.00 457.32 457.60 457.80 458.04 458.04 458.26 458.49 458.65 459.64 459.79 460.36 460.47 460.46 460.57 460.68 460.77 460.85 460.96 461.35 461.52 461.67 461.85 462.06 462.23 462.70 462.98 463.69 464.07 463.98 464.35 466.25 466.94 466.78 467.48 467.09 467.80 467.36 468.08 467.44 468.17 467.55 5.10 4.23 10.12 8.36 5.28 4.58 3.72 3.30 11.41 10.25 10*KS 21.47 19.79 16.45 14.73 3.64 3.36 30.20 25.55 18.62--- 17.81 10.91 10.41 10.45 10.03 6.99 7.44 27.71 30.18 5.10 5.87 10.66 10.20 11.14 11.23 5.92 7.78 33.78 30.78 13.28 17.46 9.70 9.75 2.68 2.77 10*KS 2.95 2.93 13.90 13.63 8.03 8.27 11.07 3.26 7339.12 9432.75 2.94 7865.83 10355.83 5.05 5207.67 6694.40 4.60 5688.48 7368.68 3.48 6900.58 9273.76 3.25 7297.50 9954.399 3.11 6925.88 11049.77* 2~95 7243.56 11731.66 6305.02m"~ 4.50 4970.55 6651.56 4.23 5222.31 PAGE 46 VCH ~ .01K 6.22 3499.60 4597.06 5.98 3640.58 4788.26~ 5.35 4497.97 5251.69~ 5.12 4723.49 5548.89 2.39 7850.71 11162.54 ~ 2.28 8105.86 11625.05 ~ 8.02 3733.31 3875.89 7.43 4010.27 4214.11 10.78 2287.90 4936.08 10.60 2329.60 5047'71 13.44 1703.79 6448.17 13.17 1740.83 6602.46~ 13.20 1737.87 6590.11. 12.97 1770.00 6724.46 5.45 4379.17 5637.62~ 5.63 3933.63 5461.19 7.36 2375.01 2830.75 7.69 2234.04 2712.30 3.32 6957.59 6597.42 3.59 6243.69 6152.08 3.85 3925.54 4564.62 3.79 3934.46 4666.25~ 4.71 3361.25 4464.33 4.72 3157.05 4447.08 3.18 4687.55 6124. 941mq 3.07 4860.5'7 5340.63 8.62 1729.32 2563.58 8.22 1812.78 2685.56 5.39 4597.22 4088.58 6.20 3289.03 3565.71 5.12 4811.54 5009.92 5.29 4558.98 4996.86aml~ 2.88 8021.69 9536.54 2.92 7282.21 9370.53 PAGE 47 fm~ VCI-I AREA .01K 3.34 7182.87 9083.799 3.43 6489.24 9109.13~ 7.22 3528.31 4184.17 7.35 3064.87 4225.26 4.60 3877.46 5505.80T 4.77 3387.00 5423.49 6.54 3816.73 4629.09m~ 39540.000 50.00 .00 .00 442.00 15400.00 467.69 .00 40650.000 1110.00 .00 .00 440.00 10200.00 468.20 .00 40650.000 1110.00 .00 .00 440.00 10200.00 468.93 .00 48000.000 7350.00 .00 .00 445.60 9800.00 470.69 .00 48000.000 7350.00 .00 .00 445.60 9800.00 471.52 .00 51350.000 3350.00 .00 .00 446.50 9400.00 472.00 .00 51350.000 3350.00 .00 .00 446.50 9400.00 472.80 .00 53350.000 2000.00 .00 .00 448.00 9400.00 472.57 .00 53350.000 2000.00 .00 .00 448.00 9400.00 473.41 .00 55590.000 2240.00 .00 .00 452.40 9400.00 473.25 .00 55590.000 2240.00 .00 .00 452.40 9400.00 474.09 .00 449.00 9400.00 474.50 .00 56940.000 1350.00 .00 .00 449.00 9400.00 475.37 .00 56940.000 1350.00 .00 .00 27MAR96 12:30:56 DBNTONCREEK, TEXAS SU]4MARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 25530.000 20600.00 453.52 .00 .00 .00 235.67 .00 25530.000 20600.00 454.11 .59 .00 .59 240.13 .00 25770.000 20600.00 453.97 - .00 .45 .00 272.69 240.00 25770.000 20600.00 454.51 .54 .40 .54 276.63 240.00 26830.000 21300.00 454.69 .00 .72 .00 1199.25 1010.00 26830.000 21300.00 455.08 .39 .57 .39 438.77 1010.00 · 02 .00 1173.21 50.00 26880.000 21300.00 454.71 .00 26880.000 21300.00 455.38 .67 .30 .67 1313.36 50.00 27165.000 21300.00 455.24 .00 .53 .00 1418.55 284.00 27165.000 21300.00 455.80 .56 .43 .56 1428.82 284.00 27449.000 21300.00 455.35 .00 .11 .00 1551.59 284.00 27449.000 21300.00 455.89 .53 .09 .53 1603.13 284.00 27748.000 21300.00 455.42 .00 .07 .00 1445.81 299.00 27748.000 21300.00 455.95 .52 .06 .52 1465.06 299.00 27992.000 21300.00 455.48 .00 .06 .00 1344.42 244.00 27992.000 21300.00 455.99 .51 .05 .51 1356.80 244.00 28168.000 21300.00 455.53 .00 .05 .00 1313.08 176.00 28168.000 21300.00 456.03 .50 .04 .50 1332.72 176.00 .04 .00 1220.21 324.00 28492.000 21300.00 455.57 .00 28492.000 21300.00 456.07 .50 .04 .50 1239.28 324.00 28720.000 21300.00 455.62 .00 .05 .00 1095.73 228.00 28720.000 21300.00 456.11 .49 .04 .49 1108.64 228.00 * 28890.000 21300.00 455.65 .00 .03 .00 1077.66 170.00 * 28890.000 21300.00 456.13 .49 .03 .49 1091.73 170.00 29124.000 21300.00 455.70 .00 .06 .00 984.06 234.00 29124.000 21300.00 456.19 .49 .05 .49 993.63 234.00 29651.000 21300.00 456.24 .00 .54 .00 1020.00 527.00 29651.000 21300.00 456.62 .38 .43 .38 1047.29 527.00 29831.000 21300.00 456.33 .00 .09 .00 857.57 180.00 29831.000 21300.00 456.70 .37 .08 .37 867.61 180,00 * 30027.000 21300.00 456.38 .00 .05 .00 680.98 196.00 * 30027.000 21300.00 456.74 ,36 .04 .36 700.64 196.00 27MAR96 12:30:56 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 30384.000 21300.00 456.74 .00 .37 .00 429.26 357.00 30384.000 21300.00 457.07 .32 .32 .32 441.98 357.00 30604.000 21300.00 457.42 .00 .68 .00 825.02 220.00 466.30 468.43 469.21 470.78 471.62 472.08 472.91 472.68 473.54 473.67 474.57 474.79 475.68 11.69 5.20 5.32 2.97 2.93 4.95 4.99 2.17 2.26 10.67 10.75 6.68 6.47 6.90 4.57 4.75 3.38 3.46 2.63 2.83 3.30 3.34 5.83 6.00 5.06 5.10 3149.88 3649.41 2982.66 6208.40 5588.57 4986.83 3949.16 5309.51 4459.20 3091.99 2339.81 3393.98 2569.64 PAGE PAGB 4504.77 4472.71 4422.18 5689.70 5725.28 4225.15 4206.32 6377.89 6250.82 2878.31 2866.56 3638.10 3696.24 48 49 30604.000 30958.000 30958.000 31335.000 31335.000 32150.O00 32150.000 32200.000 32200.000 32230.000 32230.000 32250.000 32250.000 32305.000 32305.000 32725.000 32725.000 33145.000 33145.000 33470.000 33470.000 34260.000 34260.000 34850.000 34850.000 34950.000 34950.000 36970.000 36970.000 38200.000 38200.000 27MAR96 SECNO 39290.000 39290.000 39440.000 39440.000 39490.000 39490.000 39540.000 39540.000 40650.000 40650.000 48000.000 48000.000 51350.000 51350.000 53350.000 53350.000 55590.000 55590.000 56940.000 56940.000 21300.00 457.69 .27 .63 21300.00 457.93 .00 .51 21300.00 458.15 .22 .46 21300.00 457.83 .00 -.10 21300.00 458.09 .26 -.06 21300.00 457.91 .00 .08 21300.00 458.12 .21 .03 21300.00 457.71 .00 -.21 21300.00 457.93 .22 -.20 21300.00 457.91 .00 .20 21300.00 458.10 .19 .17 14900.00 ~60.31 .00 2.40 14900.00 460.36 .05 2.26 14900.00 460.15 .00 -.16 14900.00 460.17 .02 -.19 14900.00 461.24 .00 1.10 14900.00 461.39 .15 1.22 14900.00 461.44 .00 .20 14900.00 461.63 .19 .24 14900.00 461.72 .00 .28 14900.00 461.89 .17 .26 14900.00 462.54 .00 .82 14900.00 462.84 .30 .95 14900.00 462.54 .00 .00 14900.00 463.02 .48 .18 14900.00 463.65 .00 1.11 14900.00 463.85 .20 .83 15600.00 465.99 .00 2.34 15600.00 466.63 .65 2.78 15600.00 466.70 .00 .72 15600.00 467.39 .69 .76 12:30:56 15600.00 15600.00 15600.00 15600.00 15600.00 15600.00 15400.00 15400.00 10200.00 10200.00 9800.00 9800.00 9400.00 9400.00 9400.00 9400.00 9400.00 9400.00 9400.00 9400.00 CWSEL 466.99 467.68 466.71 467.37 467.15 467.82 467.05 467.69 468.20 468.93 470.69 471.52 472.00 472.80 472.57 473.41 473.25 474.09 474.50 475.37 DIFWSP .00 .69 .00 .66 .00 .68 .00 .64 .00 .74 .00 .83 .00 .80 .00 .84 .00 .84 .00 .86 DIFWSX .29 .29 -.27 -.31 .43 .45 -.10 -.14 1.15 1.25 2.49 2.59 1.31 1.28 .57 .61 .68 .68 1.25 1.28 .27 834.36 220.00 .00 1140.63 354.00 .22 1146.62 354.00 .00 1022.21 377.00 .26 1059.21 377.00 .00 375.99 170.00 · 21 328.64 170.00 · 00 165.96 50.00 · 22 168.18 50.00 · 00 168.00 50.00 · 19 169.91 50.00 .00 1263.17 1.00 .05 998.25 1.00 .00 506.02 55.00 .02 479.26 55.00 .00 2160.90 420.00 .15 1620.52 420.00 .00 500.04 420.00 .19 427.88 420.00 .00 559.63 325.00 .17 402.00 325.00 ;00 596.93 790.00 .30 599.64 790.00 .00 169.04 590.00 .48 177.95 590.00 .00 1692.21 100.00 .20 795,53 100.00 .00 1084.73 2020.00 .65 945.00 2020.00 .00 1222.52 1230.00 .69 930.64 1230.00 DIFKWS .00 .69 .00 .66 .00 .68 .00 .64 .00 .74 .00 .83 .00 .80 .00 .84 .00 .84 .00 .86 TOPWID 1026.88 704.00 848.10 537.86 551.13 339.49 872.87 534.85 826.53 431.89 1538.60 1123.60 1438.65 730.86 2182.52 1175.52 1412.61 644.20 1465.27 481.61 XLCH 1090.00 1090.00 150.00 150.00 S0.00 S0.00 50.00 50.00 1110.00 1110.00 7350.00 7350.00 3350.00 3350.00 2000.00 2000.00 2240.00 2240.00 1350.00 1350.00 PAGE 5O 27MAR96 12: 30: 56 PAGE 51 SY~%RY OF ERRORS AND SPECIAL NOTES WARNING SECNO- 27165.000 PROFILE- WARNING SECNO- 28890.000 PROFILE- WARNING SECNO- 28890.000 PROFILE- WARNING SECNO- 30027.000 PROFILE- WARNING SE(~{O- 30027.000 PROFILE- WARNING SECNO- 30958.000 PROFILE- WAR~ING SE(~qO- 30958.000 PROFILE- WARNING SECNO- 31335.000 PROFILE- WARNING SECNO- 31335.000 PROFILE- WARNING SECNO- 32305.000 PROFIT'~-- WARNING SECNO- 32305.000 PROFILE- WARNING SECNO- 32725.000 PROFILE- WARNING SECNO- 32725.000 PROFILE- WARNING SECNO- 33145.000 PROFILE- WARNING SBCNO- 34850.000 PROFILe- WARNING SBCNO- 34850.000 PROFILE- WARNING SECNO- 34950.000 PROFILE- WARNING SECNO- 36970.000 PROFILE- WARNING SECNO- 38200.000 PROFILE- WARNING SECNO- 38200.000 PROFILE- WARNING SECNO- 39440.000 PROFILE= WARNINO SECNO- 39440.000 PROFILE- WARNING SECNO- 53350.000 PROFILE- WARNING SECNO- 53350.000 PROFILE- WARNING SE(~{O- 55590.000 PROFILE- WARNING SECNO- 55590.000 PROFILE- i 27MAR96 12:30:56 2 CONVEYANCE CHANGE OUTSIDE I CONVEYANCE CNANGE OUTSIDE 2 CONVEYANCE CHANGE OUTSIDE I CONVEYANCE CHANGE OUTSIDE 2 CONVEYANCE CHANGE OUTSIDE i CONVEYANCE CHANGE OUTSIDE 2 CONVEYANCE CHANGE OUTSIDE I CONVEYANCE CHANGE OUTSIDE 2 CONVEYANCE CHANGE OUTSIDE i CONVEYANC~ CHANGE OUTSIDE 2 CONVEYANCE CHANGE OUTSIDE 1 CONVEYANCE CHANGE OUTSIDE 2 CONVEYANCE CHANGE OUTSIDE i CONVEYANCE CHANGE OUTSIDE I CONYEYANCE CHANGE OUTSIDE 2 CONVEYANCE CHANGE OUTSIDE I CONVEYANCE CHANGE OUTSIDE 2 CONVEYANCE CHANGE OUTSIDE i CONVEYANCE C~ANGE OUTSIDE 2 CONVEYANCE CHANGE OUTSIDE I CONVEYANCE CHANGE OUTSIDE 2 CONVEYANCE CHANGE OUTSIDE i CONVEYANCE CHANGE OUTSIDE 2 CONVEYANCE CHANGE OUTSIDE i CONVEYANCE CHANGE OUTSIDE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE P, AN~E ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE P, AN~E ACCEPTABLE RANGE ACCEPTABLE RANGE ACCepTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE PAGE 52 FLOODWAY DATA, DENTON CREEK, TEXAS PROFILE NO. 2 STATION ....... FLOODWAY ....... WIDTH SECTION MEAN AREA VELOCITY WATER SURFACE ELEVATION WITH WITHOUT DIFFERENCE FLOODWAY FLOODWAY 25530.000 240. 3141. 6.6 454.1 453.5 .6 25770.000 277. 3890. 5.3 454.5 454.0 .5 26830.000 571. 3677. 5.8 455.1 454.7 .4 26880.000 1632. 5155. 4.1 455.4 454.7 '.7 27165.000 1602. 9316. 2.3 455.8 455.2 .6 27449.000 1705. 10657. 2.0 455.9 455.4 .5 27748.000 1680. 11043. 1.9 455.9 455.4 .5 27992.000 1533. 10765. 2.0 456.0 455.5 .5 28168.000 1434. 11517. 1.8 456.0 455.5 .5 28492.000 1346. 10783. 2.0 456.1 455.6 .5 28720.000 1220. 9477. 2.2 456.1 455.6 .5 28890.000 1214. 7866. 2.7 456.1 455.6 .5 29124.000 1071. 5688. 3.7 456.2 455.7 .5 29651.000 1401. 7297. 2.9 456.6 456.2 .4 29831.000 1253. 7244. 2.9 456.7 456.3 .4 30027.000 992. 5222. 4.1 456.8 456.4 .4 30384.000 930. 3641. 5.9 457.0 456.7 .3 30604.000 1118. 4723. 4.5 457.7 457.4 .3 30958.000 1237. 8106. 2.6 458.1 457.9 .2 31335.000 1119. 4010. 5.3 458.1 457.8 .3 32150.000 997. 2330. 9.1 458.1 457.9 .2 32200.000 1000. 1741. 12.2 457.9 457.7 .2 32230.000 1001. 1770. 12.0 458.1 457.9 .2 32250.000 1360. 3934. 3.8 460.3 460.3 .0 32305.000 1157. 2234. 6.7 460.1 460.1 .0 32725.000 1998. 6244. 2.4 461.3 461.2 .1 33145.000 556. 3934. 3.8 461.6 461.4 .2 33470.000 456. 3157. 4.7 461.9 461.7 .2 34260.000 600. 4861. 3.1 462.8 462.5 .3 34850.000 178. 1813. 8.2 463.0 462.5 .5 34950.000 847. 3289. 4.5 463.8 463.6 .2 36970.000 945. 4559. 3.4 466.6 466.0 .6 38200.000 931. 7282. 2.1 467.4 466.7 .7 39290.000 704. 6489. 2.4 467.7 467.0 .7 39440.000 593. 3065. 5.1 467.4 466.7 .7 39490.000 339. 3387. 4.6 467.8 467.1 .7 39640.000 573. 3150. 4.9 467.7 467.1 .6 40650.000 432. 2983. 3.4 468.9 468.2 .7 48000.000 1124. 5589. 1.8 471.5 470.7 .8 51350.000 731. 3949. 2.4 472.8 472.0 .8 53350.000 1466. 4459. 2.1 473.4 472.6 .8 55590.000 800. 2340. 4.0 474.0 473.2 .8 27MAR96 12:30:56 PAGE 53 FLOODWAY DATA, DENTON CREEK, TEXAS PROFILE NO. 2 STATION ....... FLOODWAY ....... WATER SURFACE ELEVATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 66940.000 615. 2570. 3.7 475.4 474.5 .9 Appendix D Corrected Effective Multi-Profile HEC-2 Model (RVEXDC3.out) * H~C-2 WATER SURF/~2E PROFILES * * Version 4.6.2; }t~.y 1991 * * RUN DATE 16AUG96 TIME 13:44:10 * * U.S. AP~gf CORPS OF ENGINEERS * HYDROLOGIC ~NGINEE~ING C~NTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFOP~NIA 95616-4687 * (916) 756-1104 16AUG96 13:44:14 X X XXXXXXX XXXXX X X X X X X X X X XXXXXXX XXXX X X X X X X X X X X X X XXXXXXX XXXXX XXXXX XXXXX X X X XXXXX X X XXXXXXX P~E i ************************************* H~C-2 WATER SURFACE PROFXLES Version 4.6.2; May 1991 ************************************* T1 DBI~TON CREEK - REVISED EXISTING CONDITIONS (AYO 15254) NATURAL RUN T2 D~/~TON CI~EEK - 10 YR DISCHARGE PROFILE FXS T3 DENTON C~EEK, TEXAS FILE: RVEXDC3.DAT T4 ANDREW BRO~N JR. PA~K WEST CLOMR 03/19/96 SBH J1 ICHECK INQ NINV IDIR STRT METRIC HVINS 0 2 0 0 0 0 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN AIJ.,DC i 0 -1 J3 VARIABL~ CODES FOR S{Y FRIETOUT 110 150 MODEL DEVELOPED FRO~ FIS REPLICATION FILE DCBFL (89123N4F) WITH CROSS SECTIONS 268+80 THROUGH 313+35 INSERTED FROM PROPOSED GRADING PLAN FOR THE COPPELL CO~4UN]TY PARK. (DCMODZ.HC2) IBW ~ QT 4 12800 18200 20600 36200 NC .055 .055 .035 .1 .3 X1 25530 45 2495.2 2742.67 700 560 700 X3 2494 470.0 2742 470.0 GR 469.5 S00 460.5 600 455.6 700 452.9 ~ GR 449.9 1000 451.1 1100 450.6 1200 451.3 ~R 451 1500 451.4 1600 451.6 1700 451.5 GR 453.1 2000 453.4 2100 454.2 2200 454.3 OR 455.33 2495.2 436.63 2570 436.63 2627.2 434.5 GR 454.8 2742.67 453.5 2780 455.0 2880 456.5 ~.. GR 457.8 3240 457.8 3315 457.8 3395 457.2 OR 456.9 3680 458.0 3825 458.4 3905 458.7 GR 457 4200 456.5 4300 455.1 4400 454.9 THIS RUN EXE~ 16AUG96 WSEL FQ 451.01 C~NIM ITRACE 8O0 1300 1800 2300 2630 3020 3540 4000 4500 450.4 450.8 452.7 455 434.40 456.8 455.9 457.7 453.8 13:44:14 900 1400 1900 2400 2670 3100 3620 4100 4600 Xl 25770 40 2495.2 2780 240 240 240 X3 2495 470.0 2780 470.0 OR 469.5 500 460.5 600 455.6 700 452.9 800 450.4 900 OR 449.9 1000 451.1 1100 450.6 1200 451.3 1300 450.8 1400 GR 451 1500 451.4 1600 451.6 1700 451.5 1800 452.7 1900 GR 453.1 2000 453.4 2100 454.2 2200 454.3 2300 455 2400 GR 455.33 2495.2 436.73 2570 436.73 2650 434.6 2660 434.60 2710 GR 456.0 2780 456.8 2845 456.8 3060 457.6 3210 457.8 3230 GR 457.7 3370 457.7 3420 457.3 3445 457.3 3490 457.1 3515 GR 457.1 3540 456 3555 456 3590 459.6 3600 457.7 4360 1 16AUG96 13:44:14 PAGE QT 4 13300 18900 21300 36200 NH 5 .055 2619.58 .035 2818.65 .055 2900 .035 3100 .055 NH 5200 NOTS: GR POINTS 3500, CORRECTIONS PROV?DED VERBALLY 3650, AND 3920 CORRECTED PER DE~BERRY-DAVIS FIS UPDATE IN OCTOBER 1992. AHHA. Xl 26830 42 2619.58 3100 1030 960 1010 X3 2619 470.0 5200 470.0 GR 464.9 550 461.9 600 459.1 700 455.9 GR 451.7 1000 451.3 1100 451.2 1200 450.9 GR 452.8 1500 452.8 1600 452.4 1700 453.2 GR 453.3 2000 454.2 2100 454.4 2200 455.3 GR 455.9 2500 457.6 2600 457.35 2619.58 436.74 GR 456.91 2818.65 457.8 2900 451.6 3000 448.7 GR 436.5 3062 452 3100 454 3200 452 GR 452.0 3500 452 3650 452.0 3920 456.3 GR 461.9 5100 465 5200 AHHA CROSS SECTION - 16 .APRIL '92 SECTIONS 268+80 THRU 313+35 FROM PROPOSED GRADING PLAN FOR THE COPPELL COt4~JNI~ PARK. AHHA. BEGIN PROPOSED PARK IMPROVEM~I~S 800 1300 1800 2300 2702 3005 3230 4000 NH 6 .05 1060.0 .04 1241.0 .065 1444.0 .04 NH 1634.0 .045 2761.0 X1 26880 35.0 1012.0 1585.0 32 479 50 GR 461.5 1012.0 455.0 1038.0 450.0 1060.0 436.76 1113.0 GR 450.0 1241.0 455.0 1265.0 457.0 1276.0 458.0 1286.0 GR 458.0 1371.0 455.0 1407.0 450.0 1444.0 436.2 1468.0 GR 450.0 1521.0 455.0 1530.0 457.5 1585.0 457.0 1634.0 GR 455.4 1708.0 455.3 1767.0 455.0 1820.0 454.0 1889.0 GR. 454.0 2133.0 454.1 2214.0 454.0 2300.0 453.8 2327.0 GR 454.2 2423.0 454.0 2481.0 454.0 2634.0 455.0 2683.0 NH 4.0 .0500 1038.0 .0400 1189.0 .0700 1433.0 .0400 Xl 27165 28.0 985.0 1308.0 240 201 284 GR 461.5 985.0 455.0 1011.0 450.0 1038.0 436.90 1090.0 GR 450.0 1189.0 455.0 1218.0 458.0 1239.0 458.5 1270.0 GR 459.0 1340.0 458.0 1381.0 455.0 1403.0 454.0 1408.0 GR 452.0 1433.0 451.0 1558.0 450.0 1683.0 449.0 1808.0 GR 449.0 2050.0 449.5 2186.0 449.0 2260.0 449.0 2360.0 GR 452.0 2505.0 455.0 2607.0 459.0 2658.0 452.9 451.1 453.1 456 436.74 436.3 452 460 1521.0 436.76 458.7 436.4 456.0 453.8 454.0 459.0 2658~0 436.1 459.0 453.0 448.5 450.0 900 1400 1900 2400 2738 .3027 3290 4250 .O7 1188.0 1304.0 1488.0 1666.0 2084.0 2342.0 2761.0 1137.0 1308.0 1420.0 1909.0 2460.0 NH 8 .05 1054.0 .04 1199.0 .065 1427.0 .04 1499.0 .07 NH 1544.0 .04 2106.0 .035 2490.0 .040 2761.0 X1 27449 39.0 1014.0 1534.0 240 248 284 GR 460.3 1014.0 455.0 1035.0 450.0 1054.0 437.04 1104.0 437.04 1149.0 GR 450.0 1199.0 455.0 1220.0 456.0 1245.0 457.6 1280.0 455.0 1322.0 GR 455.0 1354.0 456.4 1368.0 455.0 1413.0 450.0 1427.0 435.6 1470.0 GR 435.7 1485.0 450.0 1499.0 455.0 1521.0 457.5 1534.0 455.0 1544.0 1 16AUG96 13:44:14 PAGE NH 8 .05 1081.0 .04 1224.0 .065 1391.0 .04 1482.0 .07 NH 1600.0 .040 2336.0 .035 2408.0 .040 2617.0 X1 27992 42.0 1041.0 1543.0 213 309 244 GR 460.0 1041.0 455.0 1061.0 450.0 1081.0 437.28 1132.0 437.28 1173.0 GR 450.0 1224.0 455.0 1243.0 459.0 1265.0 459.7 1302.0 459.7 1339.0 GR 459.0 1362.0 455.0 1375.0 450.0 1391.0 436.0 1410.0 435.6 1452.0 GR 450.0 1482.0 455.0 1508.0 458.0 1528.0 458.6 1543.0 458.0 1558.0 GR 455.0 1572.0 451.0 1600.0 450.0 1609.0 449.0 1631.0 448.0 1666.0 GR 447.4 1693.0 448.0 1721.0 449.0 1969.0 449.9 2050.0 449.9 2160.0 GR 449.0 2282.0 448.0 2322.0 446.6 2336.0 446.6 2340.0 446.6 2408.0 VALUE LOWERED THROUGH LAK~ EXPANSION AREA NH 8 .05 1109.0 .04 1253.0 .065 1516.0 .04 1583.0 .07 NH 1616.0 .040 2252.0 .035 2629.0 .040 2789.0 Xl 27748 39.0 1071.0 1606.0 324 262 299 GR 460.0 1071.0 455.0 1091.0 450.0 1109.0 437.18 1160.0 437.18 1202.0 GR 450.0 1253.0 455.0 1275.0 458.0 1286.0 458.0 1371.0 459.0 1426.0 GR 459.2 1441.0 455.0 1499.0 450.0 1516.0 435.2 1539.0 435.3 1557.0 GR 450.0 1583.0 455.0 1594.0 456.5 1606.0 455.0 1616.0 452.0 1644.0 GR 451.0 1666.0 450.7 1681.0 451.0 1696.0 452.0 1713.0 452.4 1728.0 GR 452.0 1836.0 451.0 1948.0 450.0 2045.0 449.0 2083.0 448.0 2149.0 GR 446.6 2252.0 446.6 2258.0 446.6 2259.0 446.6 2629.0 448.0 2636.0 GR 451.0 2683.0 452.0 2733.0 455.0 2765.0 459.0 2789.0 APPROXIMATE LOCATION FIS SECTION 280+80 'n' VALUE LOWERED THROUGHLAKE EXPANSION AREA GR 453.0 1610.0 453.0 1668.0 452.0 1826.0 451.0 1944.0 450.0 2042.0 GR 449.0 2066.0 446.6 2106.0 446.6 2150.0 446.6 2183.0 446.6 2415.0 GR 446.6 2430.0 446.6 2490.0 450.0 2590.0 451.0 2637.0 452.0 2657.0 GR 453.0 2687,0 454.0 2700.0 455.0 2734.0 459.0 2761.0 GR 448.0 2424.0 449.0 2444.0 GR 455.0 2587.0 460.0 2617.0 450.0 2475.0 451.0 2526.0 452.0 2565.0 NH 10 .05 1061.0 .04 1214.0 .065 1275.0 .04 1353.0 .07 NH 1419.0 .040 1566.0 .035 2024.0 .040 2218.0 .035 2297.0 .04 NH 2496.0 Xl 28168 32.0 1021.0 1419.0 167 223 176 GR 460.0 1021.0 455.0 1041.0 450.0 1061.0 437.36 1112.0 437.36 1146.0 GR 450.0 1197.0 455.0 1214.0 459.2 1241.0 455.0 1265.0 450.0 1275.0 GR 436.6 1293.0 438.9 1328.0 450.0 1353.0 455.0 1375.0 458.8 1419.0 GR 455.0 1461.0 453.0 1488.0 449.0 1525.0 448.0 1555.0 446.6 1566.0 GR . 446.6 2024.0 448.0 2040.0 448.4 2125.0 448.0 2198.0 446.6 2218.0 C,R 446.6 2297.0 448.0 2319.0 449.0 2339.0 450.0 2384.0 451.0 2437.0 GR 455.0 2468.0 460.0 2496.0 APPROXIMATE LOCATION FIS SECTION 288+70, 1 16AUG96 13:44:14 PAGE QT 4 13300 18900 21300 36200 NH 8 .05 1259.0 .04 1401.0 .065 1503.0 .04 1572.0 .07 NH 1605.0 .040 1842.0 .035 2384.0 .040 2599.0 Xl 28492 32.0 1215.0 1605.0 406 307 324 GR 460.0 1215.0 460.0 1216.0 455.0 1237.0 450.0 1259.0 437.50 1309.0 GR 437.50 1351.0 450.0 1401.0 455.0 1416.0 457.0 1424.0 457.4 1439.0 GR 457.0 1465.0 455.0 1492.0 450.0 1503.0 437.6 1518.0 436.3 1536.0 GR 450.0 1572.0 455.0 1553.0 459.2 1605.0 455.0 1650.0 453.0 1689.0 GR 450.0 1735.0 449.0 1782.0 448.0 1822.0 446.6 1842.0 446.6 2384.0 GR 448.0 2447.0 449.0 2490.0 450.0 2522.0 451.0 2544.0 453.0 2566.0 GR 455.0 2576.0 460.0 2599.0 NH 10 .05 1321.0 .04 1537.0 .065 1576.0 .04 1643,-.0 .07 NH 1689.0 .040 1830.0 .035 1945 .040 2150 .035 2350 .04 NH 2543.0 Xl 28720 40.0 1280.0 1689.0 173 338 228 GR 460.0 1280.0 460.0 1281.0 455.0 1301.0 450.0 1321.0 437.62 1372.0 GR 437.62 1415.0 450.0 1466.0 455.0 1483.0 458.0 1495.0 459.0 1509.0 GR 459.7 1537.0 459.0 1552.0 455.0 1565.0 450.0 1576.0 437.5 1597.0 GR 436.8 1609.0 450.0 1643.0 455.0 1657.0 458.6 1689.0 * 455.0 1711.0 GR 450.0 1746.0 449.0 1758.0 448.0 1806.0 446.6 1830.0 446.6 1945.0 GR 448.0 1985.0 449.0 2010.0 449.0 2115.0 448.0 2140.0 446.6 2150.0 GR 446.6 2350.0 450.0 2388.0 451.0 2417.0 452.0 2423.0 452.0 2443.0 GR 450.0 2456.0 450.0 2486.0 452.0 2501.0 455.0 2513.0 460.0 2543.0 NH 6 .05 1339.0 .04 1482.0 .065 1610.0 .04 1666.0 .075 ~ NH 1699.0 .040 2703.0 Xl 28890 45.0 1289.0 1696.0 153 194 170 X3 2526 470.0 GR 462.0 1289.0 460.0 1297.0 455.0 1317.0 450.0 1339.0 437.71 1388.0 GR 437.71 1433.0 450.0 1482.0 455.0 1499.0 459.0 1516.0 459.5 1539.0 ~ GR 459.0 1564.0 456.0 1581.0 455.0 1596.0 450.0 1610.0 437.5 1633.0 GR 437.1 1637.0 450.0 1666.0 455.0 1677.0 460.0 1696.0 460.9 1699.0 GR 460.0 1709.0 455.0 1732.0 451.0 1749.0 450.0 1759.0 449.0 1775.0 GR 448.0 1802.0 449.0 1837.0 450.0 2012.0 451.0 2079.0 451.0 2236.0 GR 450.0 2253.0 448.0 2268.0 448.0 2273.0 450.0 2293.0 450.0 2411.0 ~'~ GR 451.0 2457.0 451.2 2459.0 449.0 2495.0 449.0 2526.0 456.5 2526.0 GR 456.5 2555.0 453.6 2555.0 453.6 2571.0 455.0 2629.0 460.0 2703.0 APPROXIMATE LOCATION FIS SECTION 296+10 NH 4 .05 1318.0 .04 1542.0 .07 1654.0 .040 2490.0 X1 29124 29 1264.0 1620.0 161 337 234 GR 462.0 1264.0 460.0 1272.0 455.0 1293.0 450.0 1318.0 437.83 GR 437.83 1409.0 449.5 1456.0 437.4 1488.0 437.6 1512.0 450.0 GR 455.0 1577.0 459.0 1620.0 459.0 1654.0 455.0 1673.0 451.0 GR 450.5 1705.0 451.0 1715.0 452.0 1755.0 453.0 1846.0 453.8 GR 453.0 2184.0 452.0 2284.0 451.8 2318.0 452.0 2328.0 453.0 GR 454.0 2340.0 455.0 2345.0 459.0 2426.0 460.0 2490.0 1 16AUG96 13:44:14 1367.0 1542.0 1693.0 2015.0 2333.0 PAGE NH 10 .05 1219.0 .04 1410.0 .065 1529.0 .04 1597.0 .07 NH 1620.0 .040 1735.0 .040 1780.0 .040 2486.0 .075 2604.0 .045 NH 2777.0 X1 29651 48.0 1168.0 1615.0 600 404 527 GR 462.0 1168.0 460.0 1176.0 455.0 1196.0 450.0 1219.0 438.06 1267.0 GR 438.06 1320.0 450.0 1368.0 455.0 1387.0 459.0 1410.0 459.0 1427.0 GR 458.0 1471.0 455.0 1497.0 450.0 1529.0 438.8 1550.0 438.9 1571.0 GR 450.0 1597.0 455.0 1605.0 457.0 1610.0 457.4 1615.0 457.0 1620.0 GR 455.0 1625.0 450.0 1670.0 449.0 1710.0 449.0 1735.0 450.0 1780.0 GR 450.8 1932.0 450.0 2102.0 449.8 2115.0 449.7 2135.0 449.8 2156.0 GR 449.9 2162.0 450.0 2170.0 455.0 2210.0 457.0 2228.0 458.0 2331.0 GR 458.0 2403.0 455.0 2486.0 454.0 2494.0 464.0 2502.0 457.0 2523.0 GR 457.0 2558.0 4SS.0 2566.0 453.0 2573.0 GR 459.0 2604.0 459.0 2772.0 460.0 2777.0 453.0 2577.0 455.0 2585.0 NH 10 .05 1175.0 .04 1421.0 .065 1480.0 .04 1543.0 .07 NH 1654.0 .040 1770.0 .035 2090.0 .04~ 2396.0 .075 2434.0 .045 NH 2771.0 X1 29831 47 1147.0 1570.0 171 197 180 GR 462.0 1147.0 460.0 1155.0 455.0 1175.0 450.0 1197.0 438.14 1244.0 GR 438.14 1296.0 450.0 1343.0 455.0 1361.0 460.0 1377.0 461.0 1386.0 GR 460.0 1421.0 459.0 1444.0 455.0 1462.0 450.0 1480.0 439.3 1498.0 GR 439.3 1518.0 450.0 1543.0 455.0 1552.0 457.0 1557.0 458.0 1570.0 GR 459.8 1586.0 455.0 1607.0 455.0 1654.0 451.0 1684.0 450.0 1712.0 GR 449.0 1735.0 447.9 1770.0 447.9 2090.0 450.0 2100.0 455.0 2127.0 GR 457.0 2139.0 458.0 2239.0 458.0 2277.0 457.0 2307.0 458.0 2343.0 GR 458.0 2388.0 455.0 2396.0 452.0 2400.0 452.0 2408.0 455.0 2415.0 GR 459.0 2434.0 459.0 2476.0 458.0 2536.0 457.3 2582.0 457.3 2725.0 GR 458.0 2763.0 460.0 2771.0 APPROXIMATE LOCATION FIS SECTION 305+70 NH 8 .0S 1176.0 .04 1314.0 .065 1420.0 .04 1476.0 .07 NH 1672.0 .045 1940.0 .035 1975.0 .045 2190.0 X1 30027 34 1128.0 1525.0 148 299 196 61R 462.0 1128.0 460.0 1136.0 455.0 1156.0 450.0 1176.0 438.23 1223.0 GR 438.23 1267.0 450.0 1314.0 455.0 1340.0 458.2 1377.0 455.0 1409.0 C~ 450.0 1420.0 439.8 1434.0 439.8 1453.0 450.0 1476.0 455.0 1493.0 GR 460.0 1525.0 460.5 1548.0 460.0 1578.0 459.6 1619.0 459.6 1672.0 GR 459.0 1740.0 457.0 1758.0 456.0 1780.0 455.0 1790.0 451.0 1821.0 GR 450.0 1908.0 447.9 1940.0 447.9 1975.0 450.0 2028.0 453.0 2088.0 GR 454.0 2116.0 455.0 2131.0 459.0 2159.0 460.0 2190.0 NH 9 .0S 1095.0 .04 1225.0 .065 1320.0 .04 1377.0 .07 NH 1668.0 .045 1694.0 .07 1951.0 .045 1977.0 .07 2150.0 Xl 30384 46.0 1045.0 1447.0 371 410 357 GR 462.0 1045.0 460.0 1053.0 455.0 1073.0 450.0 1095.0 438.i~ 1142.0 GR 438.14 1178.0 450.0 1225.0 455.0 1246.0 459.0 1270.0 460.0 1287.0 GR 455.0 1307.0 450.0 1320.0 446.0 1328.0 446.0 1333.0 447.0 1371.0 GR 450.0 1377.0 455.0 1391.0 459.0 1413.0 460.0 1447.0 460.7 1481.0 GR 460.0 1504.0 460.0 1570.0 459.8 1640.0 459.0 1650.0 455.0 1658.0 GR 450.0 1668.0 445.0 1673.0 445.0 1689.0 450.0 1694.0 455.0 1697.0 1 16AT. K~96 13:44:14 GR 460.0 1716.0 460.0 1756.0 461.3 1788.0 461.0 1800.0 459.0 1815.0 GR 458.0 1888.0 455.0 1930.0 450.0 1951.0 , 445.0 1958.0 445.0 1967.0 GR 450.0 1977.0 455.0 1982.0 458.0 2004.0 458.0 2077.0 458.0 2096.0 GR 460.0 2150.0 APPROXIMATE LOCATION FIS SECTION 312+30 NH 10 .0S 1063 .04 1187 .065 1247 .04 1301 .07 NH 1469 .045 1496 .07 1601 .040 1831 .045 1895 .07 NH 2395 X1 30604 49 1014 1350 269 319 220 GR 461.0 1014 460.0 1022 455.0 1042 450.0 1063 438.55 1109 GR 438.55 1141 450.0 1187 455.0 1211 455.8 1220 455.0 1230 GR 450.0 1244 449.0 1247 448.0 1273 447.0 1276 446.0 1282 GR 446.0 1295 447.0 1297 450.0 1301 455.0 1316 460.0 1340 GR 461.0 1350 461.0 1454 460.0 1457 455.0 1464 450.0 1469 ~ 446.0 1473 446.0 1488 450.0 1496 455.0 1508 460.0 1527 (3R 461.0 1582 461.0 1601 460.0 1618 455.0 1653 452.0 1730 G~ 452.0 1751 455.0 1796 458.0 1831 458.0 1863 455.0 1867 OR 450.0 1876 447.0 1885 447.0 1895 450.0 1898 455.0 1917 G~ 456.0 2048 458.0 2191 459.0 2247 461.0 2395 NH 7.0 .0500 1093.0 .0400 1183.0 .0700 1346.0 .0400 2028.0 .0700 NH 2157 .045 2173 .07 2504.0 Xl 30958 33 1048.0 1285.0 303 302 354 GR 461.0 1048.0 460.0 1056.0 455.0 1076.0 450.0 1093.0 438.55 1134.0 GR 438.55 1142.0 450.0 1183.0 455.0 1192.0 460.0 1252.0 462.0 1285.0 GR 465.3 1298.0 450.0 1346.0 447.0 1362.0 446.5 1395.0 446.5 1456.0 C.*IR 448.0 1496.0 448.0 1636.0 450.0 1682.0 451.5 1732.0 451.5 1800.0 GR 451.0 1940.0 453.0 1987.0 455.0 2000.0 458.0 2028.0 455.0 2071.0 C.,R 455.0 2146.0 448.0 2157.0 448.0 2173.0 450.0 2177.0 456.0 2196.0 GR 457.0 2232.0 459.0 2380.0 461.0 2504.0 NH 7.0 .0500 1094.0 .0400 1176.0 .0700 1283.0 .040 2090.0 .0700 NH 2103 .045 2124 .07 2193.0 X1 31335 32 1037.0 1204.0 377 344 377 GR 461.0 1037.0 460.0 1045.0 455.0 1065.0 450.0 1094.0 438.55 1130.0 GR 438.55 1140.0 450.0 1176.0 455.0 1184.0 460.0 1193.0 461.0 1204.0 ~R 461.0 1228.0 460.0 1231.0 458.0 1250.0 458.0 1283.0 455.0 1310.0 GR 453.0 1342.0 453.0 1396.0 454.0 1486.0 455.0 1560.0 456.0 1600.0 GR 456.0 1739.0 456.0 1889.0 456.0 2029.0 457.6 2090.0 455.0 2097.0 GR 449.0 2103.0 449.0 2117.0 450.0 2124.0 456.0 2141.0 457.0 2168.0 GR 460.0 2180.0 461.0 2193.0 PAGB END AHH CROSS SECTION CONTRACTION AND EXPANSION COEFFICIENTS INCREASED TO CONTROL PROFILE DIPS OF GREATER THAN 0.50 FEET. 16AU~96 13:44:14 NC .055 .055 .035 .5 .7 Xl 32150 40 3400 3525 160 180 170 X3 3040 470.0 6180 470.0 GR 470 1000 461 1600 461 1800 458 2000 459 2100 GR 457 2200 457 2220 459 2320 456.5 2620 455 2640 GR 457 2650 456.5 2680 459 2900 459 3100 460 3200 GR 461.5 3300 460.5 3400 437 3427 437 3440 437 3470 GR 437 3475 437 3489 447 3505 460 3525 461.5 3650 GR 458 3920 459 3980 458 4240 456 4280 456 4350 GR 452 4350 453.S 4380 457.5 4400 458 4520 461 4720 GR 461 5110 462 5200 462 5460 464 5800 470 6180 NC 0.055 0.055 0.015 0. 0. 0. 0. 0. 0. 0. NH 5. .055 3390.5 .015 3539.5 .055 4366. .02 4411. .05 NH 5734. X1 32200. 62. 3390.5 3539.5 50. 50. 50. 0. 0. 0. X3 3050 470.0 6260 470.0 BT -9. 3380. 465. 463. 3552. 465. 463. 3600. 466. BT 3740. 464. 3880. 463.6 3960. 464. BT 4190. 466. 4340. 466.9 465.4 4411. 466.8 465.4 GR 472. 900. 467. 1310. 462. 1700. 460.5 2000. 461.5 2200. GR 456.5 2201. 456.5 2221. 461.5 2222. 459.5 2430. 459.5 2520. ~R 460.5 2610. 456.5 2611. 460.5 2635. 461.0 3000. 462. 3280. GR 465. 3380. 460. 3381. 461.5 3390.5 450. 3425. 446.5 __ 3432. GR 463.0 3432.01 463.0 3434.99 445. 3435. 435.0 3455. 435. 3475. GR 445. 3495. 463. 3495.01 463. 3497.99 446.5 3498. 450.0 3505. GR 461.5 3539.5 460. 3550. 465. 3552. 466. 3600. 464. 3740. GR 463.6 3880. 464. 3960. 466. 4190. 466.9 4340. 465.4 4340. GR 463.5 4340. 452.8 4365. 465.4 4365. 465.4 4366. 450.7 4366. GR 449.9 4380. 451.5 4389. 455.2 4396. 465.4 4396. 465.4 4397. GR 455.2 4397. 463.5 4411. 465.4 4411. 466.9 4411. 466.5 4434. GR 465.7 4534. 465.1 4634. 464. 4734. 463.2 4834. 463.5 4934. GR 464.4 5014. 466. 5734. X1 32230. 0. 0. 0. 50. 50. S0. X2 0. 0. 0. , 1. X3 3050 470.0 6260 470.0 QT 4. 9400. 13200. 14900. 36200. NC 0.055 0.055 0.045 0.1 0.3 0. 0. 0. 0. 0. Xl 32250. 41. 3400. 3525. 1. 1. 1. X3 3040 470.0 6180 470.0 ~R 470. 1000. 461. 1600. 461. 1800. 458. 2000. 459. 2100. GR 457. 2200. 457. 2220. 459. 2320. 456.5 2620. 455. 2640. G~ 457. 2650. 456.5 2680. 459. 2900. 459. 3100. 460. 3200. GR 461.5 3300. 461.5 3300. 460.5 3400. 437. 3427. 437. 3440. GR 437. 3470. 437. 3475. 437. 3489. 447. 3505. 460. 3525. GR 461.5 3650. 458. 3920. 459. 3980. 458. 4240. 456. 4280. GR 456. 4350. 452. 4350. 453.5 4380. 457.5 4400. 458. 4520. G~ 461. 4720. 461. 5100. 462. 5200. 462. 5460. 464. 5800. GR 470. 6180. 0. 0. 0. 0. 0. 0. 0. 0. 1 PAGE 16AU~96 13:44:14 PAGE NH 6. 0.050 1323. 0.055 1740. 0.060 2110. ~ NH 3570. 0.050 4000. X1 32305. 53. 2110. 2325. 55. 55. 55. GR 470. 50. 470. 50. 470. 50. 470. GR 467. 50. 466. 135. 465. 220. 465. C~ 461. 1740, 461. 1740. 461. 1740. 462. ~__ GR 464. 1975. 465. 2045. 465. 2110. 464. G~ 460. 2160. 455. 2175. 450. 2204. 445. GR 437.7 2232. 438. 2239. 440. 2245. 445. GR 455. 2281. 460. 2325. 461. 3050. 460. (IR 458. 3200. 457. 3218. 455. 3265. 452. OR 451. 3292. 452. 3308. 455. 3329. 459. (IR 461. 3369. 462. 3400. 461. 3570. 462. ~ 464. 3940. 465. 3970. 470. 4000. Begin Andrew Brown Jr. Park West improvements - C~OMR 3/96 Ground data modified per City of Coppe11 topograpphic map sta 2080-3859. Right bank modified from sta 2150 to 2110 - NH stations modified to fit. 6. 0.050 1273. 0.055 1568. 0.060 1940. 0.045 2150. 0.055 3840. 0.050 3960. NH 5 0.050 1273 0.055 1568 0.060 1940 NH 3859 .045 50. 1323. 1825. 2125. 2218. 2253. 3140. 3283. 3350. 3910. 0.04S 2325. 470. 461. 463. 463. 440. 450. 459. 451. 460. 463. 2119 0.055 50. 1335. 1890. 2140. 2225. 2263. 3180. 3289. 3360. 3930. 0.055 X1 32725 61 GR 470. 0.0 GR 465. 0.0 GR 461. 1568. GR 463. 1940. GR 440. 2025. GR 445. 2070. GR 462.1 2110 GR 462 2608 GR 460 2885 GR 460.3 3520 GR 453.5 3601 OR 462 3660 OR 468 3859 1940 2110 380 520 420 470. 0.0 470. 0.0 470. 0.0 464. 90. 465. 180. 465. 1273. 453. 1592. 453. 1842~ 464. 1895. 460. 1960. 455. 1981. 450. 2002. 439. 2030. 438.2 2040. 439. 2050. 450. 2080. 450 2080 460 2102 462 2119 460 2222 459.9 2250 463 2730 462 2779 460 2803 461 3140 460 3295 459.5 3360 460 3555 458 3572 456 3590 454 3608 456 3615 458 3620 464 3668 466 3675 468 3688 QT 4. 9400. 13200. 14900. 36200. ROB ground data modified per City of Coppell topographic map sta 1902-3030. Right bank modified from sta 1960 to 1935 - NH station modified to fit. 5. 0.050 3560. NH 5 NH 3560. Xl 33145 X3 10. OR 470. OR 465. OR 452. OR 463. GR 450. OR 439. GR 460.8 1 1305.9 0,050 45 -175. 1305.9 1485. 1752. 1825. 1870. 2135 0,055 1420.6 0,060 1752. 0.045 1960. 0,055 1305.9 0,055 1420.6 0,060 1752. 0,045 1390 1935 385 290 420 470. 461. 464. 445. 440. 16AUG96 13:44:14 462 46O 459.2 46O 454 46O 469 1935, 0.0 1285. 1895. 2018. 2053. 2107 2285 2855 3470 3595 3645 3742 0,055 470. -175. 470. -175, 470. -175. 465. -175. 460.33 1315. 460.55 1350.1 460.64 1390. 453. 1420,6 451.75 1515. 452. 1545. 453. 1620. 463. 1660, 462. 1779. 461. 1789. 460. 1795. 455. 1810. 445. 1835. 440. 1848. 439. 1852. 438.4 1862. 440. 1878. 445. 1889. 450 1902 460 1935 460 2236 458 2265 458 2300 460 2335 OR 460.7 2727 460.1 2803 460 2868 459.8 OR 460,2 2990 460 3030 460 3500 462 ROB ground data modified per City of Coppell topographic map sta 1545-2181. Right bank modified from sta 1603 to 1560 - NH station modified to fit. X3 deleted: Effective flow widened as a transition to d/s conditions. rob n raised to balance Os 2885 3510 0.100 959,00 1220. 1419. 1475. 1545 1626 2039 2245. 4. Xl 33470. X3 470. OR 459.72 462, OR 445. 440. 462 458.0 GR 457.5 466. End Andrew 0,055 1310.0 0,060 1360. 0,045 1560. 41. 1135. 1560. 315. 260. 325. 0.0 976.00 1360. 1432. 1491. 1578 1865 2120 ~-~o 47O 2537. 465. 462. 450. 439. 462 456.2 458 461. 465. 0.0 465. 958.00 465.00 460.0 1010. 460.2 1135. 453. 461. 1382. 460. 1391. 455. 440. 1460. 439. 1465. 439.5 445. 1510. 450. 1520. 460 460 1599 458 1605 456.2 460 1892 460.2 1965 460 458 2145 460 2181 461.2 2537 . Brown Jr. Park West improvements - CLOMR 960.00 1310. 1432. 1485. 1560 1842 2080 2515 PAGE 2925 3560 NH 5. 0.055 1201, 0,060 1280. 0,045 1392. 0.055 1825. 0,050 NH 1845. X1 34260. 34. 868. 1520. 830. 250. 790. X3 10. 0. 0. 0. 0. 0. 0. 0. 0. 0. GR 470. 0.0 465. 0.0 465. 853. 461.2 868, 453. 900.8 GR 452. 1000.0 451.5 1037.5 452. 1075. 452. 1075. 452. 1075. OR 453. 1166.4 461.64 1201.0 461.0 1280. 460. 1291. 455. 1304. OR 450. 1319. 445. 1328. 440. 1337. 439. 1340. 438.8 1345. (~R 439. 1350. 440. 1357. 445. 1363. 450. 1372. 455, 1381. GR 460. 1392. 461. 1415. 462. 1445. 463, 1472. 464. 1520, GR 461. 1620. 461. 1825. 462. 1830. 466. 1845. NH 5. 0.050 648. 0.055 1005. 0.060 1310. 0.045 1533. 0.055 ~ 1575. Xl 34850. 25. 1310. 1533. S20. 640. S90. 0.0 0.0 0.0 X3 10. O. O. O. O. O. O. O. O. O. OR 465. 0.0 465. 648. 461. 660. 461. 660. 461. 1005. OR 462.0 1038. 463. 1210. 464. 1270. 464.3 1310, 460. 1338. GR 455. 1341, 450. 1380. 445. 1388. 440. 1390. 439.3 1394. OR 440. 1410. 445. 1428. 450. 1435. 455. 1442. 460. 1470. GR 462. 1484. 464. 1533. 465. 1548, 466. 1560, 467. 1575, Nil 5. .050 355. .055 1005, .060 1310, .045 1520. .055 NH 1575. Xl 34950. 28. 1310. 1520. 110. 90. 100. GR 470. -380. 465, -380. 464. -260. 463. -240. 463. -70. GR 463.48 0. 463. 62. 462. 190. 461. 355. 461. 1005. GR 462. 1038. 463. 1210. 464. 1270. 464.3 1310. 460. 1338. GR 455. 1341. 450. 1380. 445. 1388. 440. 1390. 439.3 1394. GR 440. 1410. 445. 1428. 450. 1435. 455. 1442. 460. 1465, GR 464. 1520. 466, 1560. 467, 1575. 1 16AUG96 13:44:14 PAGE 10 QT 4. 10000. 13800. 15600. NH 6. 0.060 1200. 0.050 NH 3960. 0.050 4070. 0. X1 36970. 31. 2900. 3060. GR 483. 1000. 477.5 1050. GR 473. 1810. 474. 2155. GR 465. 2900. 458. 2930. GR 442.7 2970. 450.6 2975. GR 466.5 3140. 465. 3280. GR 463. 3670. 459. 3740. GR 473. 4070. 0. 0. NH 5. .05 1540. .06 NH 3070. Xl 38200. 49. 2100. 2270. GR 473.2 1000. 472. 1250. GR 468. 1540. 466. 1570. GR 462. 1930. 464. 2050. ~R 464. 2125. 462. 2135. GR 441. 2185. 444. 2200. GR 462. 2295. 462. 2340. GR 460. 2480. 458. 2500. GR 451. 2560. 452. 2580. GR 460. 2720. 462. 2755. GR 470. 2840. 472. 2860. NH 5. .05 1275. .055 NH 2310. Xl 39290. 30. 1525. 1675. GR 474. 1000. 472. 1030. GR 464. 1275. 462. 1320. GR 464. 1525. 462. 1540. GR 441.88 1580. 445. 1600. GR 458. 1750. 458. 1950. GR 466. 2180. 468. 2190. NH 6. 0.060 1050. 0.060 NH 4710. 0.055 6040. 0. Xl 39440· 34. 4040. 4150. GR 502. 1000. 491.6 1050. GR 484. 1800. 483. 2000. GR 477. 3450. 477.3 3610. G~ 464. 4000. 468. 4025. GR 462.5 4150. 468.5 4210. GR 481.5 4880. 483. 4970. GR 485. 5600. 488. 5730. NH 6 NH 4950 i 16AUG96 .05 .055 13:44:14 1090 6200 .O5 36200. 2155. 0. 2020. 475. 469. 4S3.5 454. 462. 459. 0. 2100. 1150. 470. 464. 466. 460. 450. 464. 456. 454. 464. 474. 1540. 980. 470. 460.3 460. 450. 460. 470. 2000. 0. 150. 490. 480. 471.5 464. 462.8 484. 493.5 2380 0.060 0. 2020. 1200. 2360. 2930. 2985. 3400. 3870. 0. .045 950. 1360. 1600. 2070. 2142. 2215. 2390. 2515. 2600. 2780. 2950. .045 1110. 1070. 1345. 1550. 1615. 2000. 2200. 0.055 0. 280. 1160. 2100. 3730. 4040. 4400. 5080. 5830. .055 2900. O. 2020. 475. 466. 444. 456. 462· 461.5 O. 2270. 1230. 468. 462. 467.4 450. 460. 464. 454. 456. 466. 474.4 1675. 1090. 468. 462. 450. 460. 462. 472. 4040. 0. 150. 487. 480. 465. · 444. 464. 482. 500. 3760 0.045 0. 1430. 2560. 2930. 2990. 3430. 3960. 0. .055 1400. 1650. 2100. 2160. 2255. 2440. 2530. 2620. 2800. 3070. .055 1115. 1400. 1560. 1675. 2150. 2240. 0.045 0. 1330. 2200. 3790. 4090. 4600. 5380. 6040. · 045 3060. 0. 473.8 466. 440· 465. 464.5 463.5 0. 2755. 468. 461. 466. 444. 462. 462. 452. 458. 468. 2175. 466. 464. 445. 460. 464. 474. 4150. O. 487. 477. 463. 442. 466.5 482. O. 4670 0·060 0. 1510. 2850. 2937. 3060· 3570. 3990. O. .0S 1450. 1760. 2120. 2170. 2270. 2460. 2535. 2670. 2820. .05 1200. 1450. 1565. 1710. 2175. 2310. 0.060 0. 1530. 2480. 3900. 4110. 4710. 5460. 0. .O5 Xl 39490 33 4030 4310 50 50 50 ~" GR 502 1000 491.5 1090 479 2380 478.5 2480 478 2670 GR 477.5 3060 478.2 3175 477 3320 477 3470 478 3760 GR 465 3782 462.7 3885 462.3 3895 463 3914 464 3965 GR 462.8 3985 467.5 4030 463 4045 454.3 4155 442 4183 GR 442 4193 443.5 4217 462.5 4257 468.5 4310 478.5 4505 ~-' GR 464 4635 478.2 4670 478.5 4950 483.5 5380 483.5 5520 G~ 495 5940 499 6120 500 6200 QT 4 9900 13700 15400 36200 NH 6 .05 1050 .055 2000 .055 4040 .045 4150 .05 NH 4710 .055 6040 X1 39540 34 4040 4150 50 50 50 GR 502 1000 491.6 1050 490 1160 487 1330 487 1530 GR 484 1800 483 2000 480 2100 480 2200 477 2480 GR 477 3450 477.3 3610 471.5 3730 465 3790 463 3900 GR 464 4000 468 4025 464 4040 444 4090 442 4110 GR 462.5 4150 468.5 4210 462.8 4400 464 4600 466.5 4710 GR 481.5 4880 483 4970 484 5080 482 5380 482 5460 GR 485 5600 488 5730 493.5 5830 500 6040 .O6 800 1800 3750 4600 4800 5080 5790 .045 2400 4050 4630 4810 5120 5950 6600 .06 .04 32 1000 2950 4320 4770 4860 5410 6150 36200 3750 1400 491.5 487.8 465 440 464 483.8 10200 .055 4815 1200 3240 4500 4780 4870 5550 6200 4815 490.2 473 464.8 457.8 471 495.5 4730 1110 489 480 465.5 449 465 486.8 .- UT 4 NH 6 NH 5410 X1 40650 GR 501 ~ GR 488.5 GR 468.2 GR 451.2 GR 463 GR 482.5 ~ GR 497.8 9100 1200 6200 4730 497 489 465 440 467 484.2 499 PAGE .045 2700 4180 4730 4815 5170 6130 11 QT 4 5300 8000 9800 36200 NH 6 .06 1540 .0SS 2330 .055 2370 .045 2445 .06 NH 3350 .06 5200 X1 48000 32 2370 2445 5700 2900 7350 GR 503 1300 490 1450 482.2 1490 482.5 1540 474 1590 GR 465.6 1710 464.8 1740 464.S 1880 467.2 1890 469 2330 GR 459 2355 457 2370 445.6 2375 446 2385 446.8 2395 OR 448.S 2405 454 2410 462.3 2430 466.5 2445 471 2500 GR 465.5 2830 467.8 3060 467.8 3170 475 3240 474.5 3350 GR 487.8 3380 489 3570 491 3980 491 4330 488.5 4740 GE, 498.4 5020 S01.S 5200 QT 4 4000 7000 9400 36200 NH 6 .05 1400 .05 2930 .055 4160 .045 4515 .058 NH 4585 .06 5420 X1 51350 30 4160 4515 3600 3700 3350 GR 509 1000 504 1100 492.6 1400 490.5 1600 487 1850 GR 479 2030 474.5 2230 472.8 2470 472.5 2690 474 2930 GR 471.3 3140 469.6 3400 468.7 3600 468.5 3800 468.5 3870 GR 470.5 4000 470.5 4100 470.3 4160 446.5 4200 447.5 4238 GR 470.3 * 4280 471 4315 469.4 4415 470.2 4515 483.8 4585 1 164UG96 13:44:14 GR 482 4615 484 4675 498 5215 500 5330 505.5 5420 NH 6 .05 1300 .055 3400 .05 5570 .045 5670 .058 NH 6120 .055 6230 X1 53350 34 5570 5670 1650 1750 2000 OR 510 1000 498 1200 492 1300 479 1850 476 1900 GR 474 2100 472.5 2500 474 2750 472 3400 467 3450 GR 469 3510 472.5 3700 472.5 3740 470 4000 472 4700 GR 475 5170 470 5300 473 5360 472 5470 45_.6 5570 GR 450 5580 448 5590 450 5600 450 5620 451 5630 GR 460 5650 467 5670 473 5700 472 5900 473 6000 GR 478 6100 481.4 6120 490 6170 510 6230 NH 6 .04 1300 NH 4480 .055 4540 Xl 55590 23 4250 GR 501.5 1000 493 GR 489 1900 480 GR 472 3600 472 GR 452.4 4300 452.4 GR 473 4440 483 .055 1900 .06 4250 .045 4340 .06 4340. 2000 2200 2240 1100 487 1300 484 1500 486 1550 2000 475 2500 475 2600 471 3000 3900 473 4000 476 4240 470 4250 4325 472 4340 474 4390 472.5 4410 4480 502 4540 NH 6 .05 1850 .052 4120 .055 4335 .045 4415 .058 NH 4630 .06 4800 Xl 56940 33 4335 4415 1250 1250 1350 GR 502 1000 499.4 1070 494.5 1720 490.8 1850 477.8 2090 GR 474.5 2330 474.6 2480 472.4 2820 475.6 2980 473.6 3120 (IR 472 3300 475 3640 475 3760 473.4 3850 469 3880 GR 469 3920 474 3930 475.8 3980 475.3 4120 472 4290 Gq. 462 4335 454.5 4340 451 4345 449.2 4355 449 4360 GR 452 4370 467 4400 474 4415 473 4440 473.8 4445 GR 476 4630 500 4760 502 4800 1 16AUG96 13:44:14 SEC/NO DEPTH CWSEL CRX#S WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH ~ SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT *PROF 1. 0 CCHV- .100 CHHV- .300 *SECNO 25530.000 3470 ENCROACHMENT STATIONS- 2494.0 ELENCL- 470.00 ELENCH- 470.00 25530.000 16.61 451.01 .00 12800.0 .0 12800.0 .0 .00 .00 5.26 .00 .000628 700. 700. 560. *SSCHO 25770.000 3470 ENCROACHMENT STATIONS- 2495.0 SLENCL- 470.00 SLSNCH- 470.00 25770.000 16.69 451.29 .00 12800.0 .0 12800.0 .0 .02 .00 4.21 .00 2742.0 TYPE- 451.01 451.44 .0 2433.1 .000 .035 0 0 2780.0 TYPE- .00 451.57 .0 3038.1 .000 .035 .43 .0 .000 0 TARGET- .28 .0 .000 }iL OLOSS L-BANK ELEV VOL TRA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST 248.000 .00 .00 455.33 .0 .0 470.00 .000 434.40 2512.48 .00 216.69 2729.17 285.000 .11 .O2 455.33 15.1 1.3 470.00 .000 434.60 2511.44 PAGE PAGE 12 13 .000367 240. 240. 240. '2 0 0 .00 253.17 2764.60 1490 lqH CARD USED *SECNO 26830.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 3470 ENCROACHMENT STATIONS- 2619.0 5200.0 TYPE- 1 TARGET= ELENCL- 470.00 ELENCR- 470.00 26830.000 15.41 451.71 .00 .00 452.16 .45 13300.0 .0 13300.0 .0 .0 2464.9 .0 .07 .00 5.40 .00 .000 .035 .000 · 000835 1030. 1010. 960. 2 0 0 1490 NH CARD USED I 16AUG96 13:44:14 SECNO DEPTH CWSEL CRIWS WSSLK EG HI/ O QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL liNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT *SECNO 26880.000 3265 DIVIDED FLOW 26880.000 15.68 451.88 .00 .00 452.21 .33 13300.0 .0 13300.0 .0 .0 2875.9 .0 .07 .00 4.62 .00 .000 .037 .000 .000674 32. 50. 479. 2 0 0 1490 l~rl CARD USED *SECNO 27165.000 3265 DIVIDED FLOW .69 2581.000 .54 .05 457.35 78.9 7.2 452.00 .000 436.30 2642.14 .00 256.77 3099.29 HL OLO~S L-BANK ELEV VOL TWA R-BANKELEV WTN ELMXN SSTA COP. AR TOPNXD ENDST .04 .01 461.50 81.9 7.5 457.50 .000 436.20 1051.73 .00 292.57 1524.38 27165.000 16.07 452.17 .00 .00 452.40 .23~ .18 .01 461.50 13300.0 .0 7998.5 5301.5 .0 1690.9 2706.8 103.1 11.5 459.00 .09 .00 4.73 1.96 .000 .037 .040 .000 436.10 1026.27 .000700 240. 284. 201. 2 0 0 .00 1255.42 2510.86 1490 NH CARD USED *SECNO 27449.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW ERATIO - 3302 WARNING:' CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 27449.000 16.85 452.45 .00 .00 452.54 .09 13300.0 .0 6346.4 6953.6 .0 2434.2 3354.0 .12 .00 2.61 2.07 .000 .044 .036 .000308 240. 284. 248. 2 0 0 1.51 .12 .01 460.30 133.8 18.6 457.50 · 000 435.60 1044.68 .00 1170.49 2670.60 PAGE 14 1490 NH CARDUSED *SECNO 27748.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 27748.000 17.35 452.55 .00 .00 452.62 .07 13300.0 .0 5983.3 7316.7 .0 2407.7 3849.6 .16 .00 2.49 1.90 .000 .043 .036 .000269 324. 299. 262. 2 0 0 16AUG96 13:44:14 SECNO DEPTH CWSEL CRIWS WSELK EG HV O 0LOB QCH QROB AI~OB ACH AROB TIME VLOB VCH VROB XNL liNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT .08 .00 460.00 172.0 26.4 456.50 .000 435.20 1099.83 .00 1345.54 2738.82 ItL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA COP. AR TOPWID ENDST PAGE 15 1490 NH CARD USED *SECNO 27992.000 3265 DIVIDED FLOW 27992.000 17.01 452.61 .00 .00 452.70 .09 .07 .00 13300.0 .0 7985.0 S315.0 .0 2782.2 3558.9 212.9 35.2 .19 .00 2.87 1.49 .000 .037 .039 .000 435.60 .000247 213. 244. 309. i 0 0 .00 1257.10 1490 NH CARD USED *SECNO 28168.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 28168.000 16.09 452.69 .00 .00 452.74 .05 .04 .00 13300.0 .0 4904.6 8395.4 .0 2387.8 4893.8 244.9 41.3 .22 .00 2.05 1.72 .000 .043 .036 .000 436.60 .000183 167. 176. 223. 2 0 0 .00 1210.32 1490 NH CARD USED *SECNO 28492.000 1530 ~IANNINGS N VALUES FOR CI-IAI~EL COMPOSITED 3265 DIVIDED FLOW 28492.000 16.44 452.74 .00 .00 452.80 .06 .06 .00 13300.0 .0 5006.5 8293.5 .0 2350.3 4522.9 295.7 49.6 .27 .00 2.13 1.83 .000 .043 .036 .000 436.30 · 000198 406. 324. 307. i 0 0 .00 1114.02 1490 NH CARD USED *SECNO 28720.000 1530 MANNINGS N VALUES FOR CHANNEL COt4POSITED 3265 DIVIDED FLOW 460.00 458.60 1070.55 2569.49 460.00 458.80 1050.24 2450.09 460.00 459.20 1246.88 2563.29 28720.000 16.00 452.80 .00 .00 452.88 .08 .07 .01 460.00 13300.0 .0 5911.2 7388.8 .0 2313.6 3637.9 339.6 57.2 458.60 .30 .O0 2.55 2.03 .000 .042 .037 .000 436.80 1309.83 .000283 173. 228. 338. 0 0 0 .00 1024.32 2504.17 I 16AUG96 13:44:14 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOER ITRIAL IDC ICONT COP, AR TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST PAGE 16 1490 NH CARD USED *SECNO 28890.000 1530 MANNINGS N VALUES FOR CHANNEL COt4POSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, K~ATIO - 3470 ENCROAC~ STATIONS- .0 2526.0 /"fPE- I TARGET- 28890.000 15.70 452.80 .00 .00 452.99 .18 13300.0 .0 8561.4 4738.6 .0 2145.4 2218.0 .32 .00 3.99 2.14 .000 .044 .040 .000767 153. 170. 194. 2 0 0 1490 NH CARD USED *S~CNO 29124.000 3265 DIVIDED FLOW .61 2525.999 .08 .03 512.00 361.4 61.7 460.00 · 000 437.10 1326.66 · 00 1019.57 2526.00 29124.000 15.45 452.85 .00 .00 453.27 .42 .21 .07 462.00 13300.0 .0 13045.2 254.8 .0 2489.7 221.3 383.2 67.1 459.00 .33 .00 5.24 1.15 .000 .038 .040 .000 437.40 1303.75 .000889 161. 234. 337. 2 0 0 .00 540.02 2332.25 1490 NH CARD USED *SEC/~O 29651.000 1530 MANNINGS N VALUES FOR CHAI~REL COMPOSIT~D 3265 DIVIDED FLOW 29651.000 15.44 453.50 .00 .00 453.67 .17 13300.0 .0 9521.1 3778.9 .0 2561.9 1808.6 .37 .00 3.72 2.09 .000 .044 .040 .000635 600. 527. 404. 2 0 0 .38 .02 462.00 423.2 74.3 457.40 .000 438.06 1202.90 .00 841.66 2579.00 1490 NH CARD USED *EECNO 29831.000 i 16AT3G96 13:44:14 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIM~ VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 29831.000 15.51 453.65 .00 .00 453.77 .12 13300.0 .0 7498.2 5801.8 .0 2467.4 2327.8 · 39 .00 3.04 2.49 .000 .042 .036 .000390 171. 180. 197. 0 0 0 1490 NH CARD USED *SECNO 30027.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, )(RATIO 30027.000 15.45 453.68 .00 .00 453.96 .28 13300.0 .0 10268.7 3031.3 .0 2267.1 1045.4 .41 .00 4.53 2.90 .000 .045 .042 .001058 148. 196. 299. 2 0 0 1490 NH CARD USED *SECNO 30384.000 3265 DIVIDED FLOW 30384.000 15.81 453.95 .00 .00 454.42 13300.0 .0 11557.9 1742.1 .0 2010.8 .43 .00 5.75 3.80 .000 .036 .001169 371. 357. 410. 0 0 1490 NH CARD USED *SECNO 30604.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW .48 458.9 .046 0 30604.000 15.78 454.33 .00 .00 454.78 .45 13300.0 .0 11002.3 2297.7 .0 1949.4 583.9 · 44 .00 5.64 3.93 .000 .047 .046 .002051 269. 220. 319. 2 0 0 HL OLOSS L-BANK ELg%r VOL TWA R-BANK ELEV WTN ELMIN SSTA COP. AR TOPWID ENDST .09 .00 462.00 443.0 77.7 458.00 .000 438.14 1180.99 .00 727.21 2411.82 .61 .14 .05 462.00 465.2 81.5 460.00 .000 438.23 1161.29 .00 555.16 2106.98 .41 .06 462.00 489.8 85.4 460.00 .000 438.14 1077.61 .00 325.16 1980.95 .36 .00 461.00 503.6 87.6 461.00 .000 438.55 1044.82 .00 447.02 1914.45 PAGE 17 16AUG96 13:44:14 SECNO DEPTH CWSEL CHIWS WSET,K EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1490 NH CARD USED *SECNO 30958.000 3265 DIVIDED FLOW 3302 WAkeNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - HL OLOSS L-BANKELEV VOL TWA R-BANKELEV WTN ELMIN SSTA COP. AR TOPWID ENDST 2.20 .00 455.08 .13 .27 .03 461.00 30958.000 16.40 454.95 .00 13300.0 .0 3826.6 9473.4 .0 1070.5 3809.2 531.1 92.3 462.00 .47 .00 3.57 2.49 .000 .037 .041 .000 438.55 1076.16 PAGE 18 · 000424 303. 354. 302. 2 0 0 .00 831.58 2192.68 1490 NH CARD USED *SECNO 31335.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 7185 MINIMTJMSPECIFICENERGY 3720 CRITICAL DEPTH ASSL~ED 31335.000 15.68 454.23 454.23 .00 456.41 2.18 13300.0 .0 11723.2 1576.8 .0 939.9 291.8 .48 .00 12.47 5.40 .000 .044 .045 .008800 377. 377. 344. 5 11 0 CCHV- .500 CEHV- .700 *SBCNO 32150.000 3265 DIVIDED FLOW 3301 }IV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 1 16AUG96 13:44:14 KRATIO - SECNO DEPTH CWSEL CRXWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIA~ IDC ICONT 3470 ENCROACHMENT STATIONS- 3040.0 6180.0 TYPE- I TARGET- ELENCL- 470.00 ELENCR- 470.00 32150.000 19.60 456.60 .00 .00 457.45 .85 13300.0 .0 13029.1 270.9 .0 1740.0 184.7 · 49 .00 7.49 1.47 .000 .035 .055 .000962 160. 170. 180. 2 0 0 1490 NH CARD USED *SECNO 32200.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD- 463.60 MAX ELLC- ******** 3470 ENCROACHMENT STATIONS- 3050.0 6260.0 TYPE- I TARGET- ELENCL- 470.00 ELENCR- 470.00 32200.000 21.50 456.50 .00 ,.00 457.80 1.31 13300.0 .0 12521.4 778.6 .0 1331.9 178.3 · 49 .00 9.40 4.37 .000 .015 .021 .000554 50. 50. 50. 2 0 0 *SECNO 32230.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD- 463.60 MAX ELLC- ******** 3470 ENCROACHMENT STATIONS- 3050.0 6260.0 TYPE- i TARGET- ELENCL- 470.00 ELENCR- 470.00 32230.000 21.54 456.54 .00 .00 457.84 1.30 13300.0 .0 12516.3 783.7 .0 1336.2 179.8 .49 .00 9.37 4.36 .000 .015 .021 .000549 50. 50. 50. 0 0 0 1 16AUG96 13:44:14 .41 .62 461.00 556.0 97.0 461.00 .000 438.55 1069.46 .00 332.36 2135.99 3.02 HL OLOSS L-BANK EI~V VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST 3140.000 .37 .66 460.50 562.2 98.1 460.00 .000 437.00 3404.48 .00 242.69 4395.48 3210.000 .04 .32 461.50 564.2 98.4 461.50 .000 435.00 3405.51 .00 153.82 4399.19 3210.000 .03 .00 461.50 565.9 98.5 461.50 .000 435.00 3405.40 .00 154.20 4399.25 PAGE PAGE 19 20 ,.~ SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH ](NR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWTD ENDST CCHV- .100 CE}IV- .300 *SECNO 32250.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3470 ENCROAC/{MENT STATIONS- 3040.0 6180.0 TYPE- ELENCL- 470.00 ELENCR- 470.00 32250.000 20.58 457.58 .00 .00 457.93 9400.0 .0 8978.2 421.8 .0 1855.5 .49 .00 4.84 1.30 .000 .045 .000631 1. 1. 1. 2 0 1490 NH CARD USED *SECEO 32305.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF AC~EPTABLE RANGE, I(~ATIO - TARGET- .35 324.0 .055 0 KRATIO - .66 3140.000 .00 566.0 .000 .00 .45 .10 98.5 437.00 290.55 32305.000 19.69 457.39 .00 .00 458.11 .72 .07 .11 9400.0 .0 7956.6 1443.4 .0 1101.3 382.3 568.3 98.9 · 49 .00 7.22 3.78 .000 .045 .055 .000 437.70 .003107 55. 55. 55. 2 0 0 .00 264.81 1490 NH CARD USED *SEC~O 32725.000 3265 DIVIDED FLOW 3301 H~ CHANGED MORE THAN HVINS 16AUG96 13:44:14 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID 460.50 460.00 3403.35 4420.87 465.00 460.00 2167.83 3341.55 L-BANK ELEV R-BANK ELEV SSTA ENDST PAGE 21 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, K~ATIO - 2.07 32725.000 20.32 458.52 .00 .00 458.72 .20 .56 .05 9400.0 3021.9 6148.6 229.6 1497.8- 1453.2 141.8 590.3 102.6 · 53 2.02 4.23 1.62 .060 .045 .055 .000 438.20 .000724 380. 420. 520. 2 0 0 .00 484.45 1490 NH CARD USED *SECNO 33145.000 3265 DIVIDED FLOW 3495 OVERBANKAREA ASSL~ED NON-EFFECTIVE, 460.64 460.00 33145.000 20.50 458.90 .00 9400.0 .0 9400.0 .0 .56 .00 3.18 .00 .000909 385. 420. 290. 1490 NH CARD USED *SECNO 33470.000 3265 DIVIDED FLOW 463.00 462.10 1575.45 3626.44 33470.000 20.09 459.09 .00 .00 459.34 .24 .26 .03 460.20 9400.0 .0 8798.2 601.8 .0 2149.4 833.4 640.1 110.1 462.00 .59 .00 4.09 .72 .000 .036 .100 .000 439.00 1148.05 .000694 315. 325. 260. 2 0 0 .00 664.77 2164.70 .00 459.06 .16 .33 .00 460.64 .0 2954.7 .0 618.6 106.5 460.00 .000 .055 .000 .000 438.40 1396.97 3 0 0 .00 379.70 1931.37 1490 NH CARD USED *SE(~O 34260. 000 3265 DIVIDED FLOW 3495 OVEP,~ANIC AREA ASSI~ED NON-EFFECTIV~o ELL~A= 461.20 ELREA- 464.00 34260.000 20.92 459.72 .00 .00 459.85 .13 .50 .01 461.20 9400.0 .0 9400.0 .0 .0 3272.0 .0 691.7 117.6 464.00 .66 .00 2.87 .00 .000 .049 .000 .000 438.80 873.90 .000611 830. 790. 250. 2 0 0 .00 419.11 1391.39 I 16AUG96 13: 44:14 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK EL~V Q QLOE QCH QROB ALOE ACH AROB VOL TWA R-BANK EL~V TIME VLOB VCH VROB XNL XNCH XNR HTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRI~ IDC ICONT CORER TOPWID ENDST 1490 NH CARD USED *SECNO 34850.000 3301 HV CHANG~DMORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .52 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEAg 464.30 ELI~- 464.00 34850.000 20.61 459.91 .00 .00 460.66 .75 .62 .19 464.30 1355.1 .0 723.0 121.3 464.00 9400.0 .0 9400.0 .0 .0 .000 .000 439.30 1338.05 .68 .00 6.94 .00 .000 .045 .002216 520. 590. 640. 2 0 0 .00 131.44 1469.50 1490 NH CA~DUSED *SECNO 34950.000 460.88 .73 .22 .00 464.30 34950.000 20.85 460.15 .00 .00 9400.0 .0 9400.0 .0 .0 1373.5 .0 726.1 121.6 464.00 .69 .00 6.84 .00 .000 .045 .000 .000 439.30 1337.04 .002093 110. 100. 90. 2 0 0 .00 130.00 1467.04 1490 NH CArOUSED *SBCNO 36970.000 3265 DIVIDED PLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.43 36970.000 23.64 463.64 .00 .00 463.98 .34 3.06 .04 465.00 1422.9 1315.9 821.5 140.7 465.00 10000.0 .0 7512.2 2487.8 .0 .81 .00 5.28 1.89 .000 .040 .060 .000 440.00 2905.86 .001166 2020. 2020. 2020. 2 0 0 .00 693.74 3991.13 1490 NH CARD USED *SEC~O 38200.000 I 16AU~96 13:44:14 SECNO DEPTH CWSEL CRIWS WSELK ~G }IV }IL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANKELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLC~ XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST PAGE pAge. ~22 23 3265 DIVIDED FLOW 3302 #AltqING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, K~,ATIO - 2.09 38200.000 23.48 464.48 .00 .00 464.55 .07 .55 .03 467.40 10000.0 826.3 4705.2 4468.5 1084.8 1736.6 2598.9 923.1 162.5 462.00 .96 .76 2.71 1.72 .060 .045 .0SS .000 441.00 1592.93 .000266 1150. 1230. 950. 2 0 0 .00 1122.67 2784.71 1490 NH CARD USED *SECNO 39290.000 39290.000 22.89 464.77 .00 .00 464.87 .10 .31 .01 464.00 10000.0 458.1 5617.9 3924.1 526.7 1840.1 2650.8 1052.9 187.5 460.00 1.09 .87 3.05 1.48 .055 .043 .055 .000 441.88 1246.12 .000297 980. 1090. 1110. 2 0 0 .00 930.81 2176.93 1490 NH CARl) USED *SECNO 39440.000 3265 DIVIDED FLOW 3301 HV CHAN~ED MORI~ THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .45 39440.000 22.48 464.48 .00 .00 465.13 .66 .10 .17 464.00 10000.0 150.1 9576.7 273.2 159.1 1442.6 287.2 1069.2 191.3 462.50 1.10 .94 6.64 .95 .055 .045 .060 .000 442.00 3818.70 .001449 150. 150. ,280. 2 0 0 .00 592.85 4621.04 1490 NH CARl) USED *SEC~O 39490.000 3265 DIVIDED FLOW I 16AI1196 13:44:14 SECNO DEPTH CESEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TXME VLOB VCH VROB XNL XNCE ~ WTN ELMXN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID 3302 WARNING: KRATIO - CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 1.47 39490.000 22.99 464.99 .00 .00 465.22 .23 .05 .04 10000.0 359.8 9637.2 3.0 317.8 2446.5 5.6 1071.8 191.9 1.10 1.13 3.94 .53 .045 .045 .045 .000 442.00 .000674 50. 50. 50. 2 0 0 .00 475.57 L-BANK ELEV R-BANK E .Iffy SSTA ENDST 467.50 468.50 3782.39 4637.44 PAGE 24 1490 NH CARD USED *SECNO 39540.000 3265 DIVIDED FLOW 39540.000 22.81 464.81 .00 .00 465.37 .56 .04 .10 464.00 9900.0 229.2 9193.9 476.9 223.7 1478.8 389.5 1074.6 192.6 462.50 1.11 1.02 6.22 1.22 .055 .045 .050 .000 442.00 3800.62 .001230 50. 50. 50. 2 0 0 .00 642.92 4635.51 1490 NH CARD USED *SEC~O 40650.000 3265 DIVIDED FLOW 40650.000 26.07 466.07 .00 .00 466.32 .25 .92 .03 464.80 6600.0 138.4 5649.6 811.9 256.0 1328.0 484.6 1126.1 208.3 457.80 1.19 .54 4.25 1.68 .060 .045 .045 .000 440.00 4439.78 · 000534 1400. 1110. 800. 2 0 0 .00 621.77 5128.92 1490 NH CARD USED *SECNO 48000.000 3265 DIVIDED FLOW 48000.000 23.16 468.76 .00 .00 468.85 .09 2.52 .02 457.00 5300.0 1434.7 3305.3 560.0 1361.0 1116.8 945.8 1485.8 310.3 466.50 2.02 1.05 2.96 .59 .055 .045 .060 .000 445.60 1664.85 .000268 5700. 7350. 2900. 3 0 0 .00 1293.68 3179.34 i 16AUG96 13:44:14 SECNO DEPTH CWSEL CRIWS WSELK EG HV IIL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH X1TR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID L-BANK ELEV R-BANK ELI~V SSTA ENDST PAGE 25 1490 NH CARD USED *SECNO 51350.000 3265 DIVIDED FLOW 51350.000 23.04 469.54 .00 .00 469.62 .07 .76 .00 470.30 4000.0 119.8 3880.2 .0 380.7 1753.6 .0 1708.3 391.7 470.20 2.46 .31 2.21 .00 .055 .045 .000 .000 446.50 3410.63 .000181 3600. 3350. 3700. 3 0 0 .00 673.65 4434.02 1490 NH CARD USED *SECNO 53350.000 3265 DIVIDED FLOW 469.88 .06 .26 .00 53350.000 21.83 469.83 .00 .00 4000.0 721.2 3272.3 6.5 765.6 1587.7 20.0 1807.1 411.7 2.75 .94 2.06 .33 .050 .045 .058 .000 448.00 .000104 1650. 2000. 1750. 2 0 0 .00 333.70 1490 NH CARD USED *SBCNO 55590.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 55590.000 17.77 470.17 .00 .00 470.41 4000.0 .0 4000.0 .0 .0 1013.6 2.91 .01 3.95 .00 .060 .045 .000654 2000. 2240. 2200. 2 0 KRATIO - .40 456.00 467.00 3421.73 5684.13 1490 NH CARD USED *SECNO 56940.000 3265 DIVIDED FLOW .24 .47 .06 470.00 .0 1892.1 422.0 472.00 .000 .000 452.40 4249.72 0 .00 88.88 4338.60 TI T2 T3 56940.000 21.92 470.92 .00 .00 471.10 .18 .68 .01 4000.0 334.8 3665.2 .0 271.8 1034.6 .0 1927.7 425.9 3.02 1.23 3.54 .00 .054 .045 .000 .000 449.00 .000402 1250. 1350. 1250. 2 0 0 .00 170.43 T4 16AUG96 13:44:14 DENTON CREEK - REVISED EXISTING CONDITIONS (AVO 15254) NATURAL RUN DENTON CREEK - 50 YRDISCHARGE PROFILE FIS DENTON CREEK, TEXAS FILE: RVEXDC3.DAT ANDREW BROI~N JR. PARK WEST ~ 03/19/96 SBH J1 ICHECK INQ NINV IDIR STRT METRIC HVINS 0 3 0 0 0 0 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN AIJ~DC 2 0 -1 0 IBW WSEL 452.29 CIiNIM 16AUG96 13:44:14 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TINH VLOB VCH VROB XNL XNCH XNR ~ ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID 462.00 474.00 3866.93 4408.39 ITRACE L-BANK ELEV R-BANK EL~V SSTA ENDST PAGE PA~E 26 27 ~mq *PROF 2 0 CCI'tV= .100 CEIl*V- .300 *SECNO 25530.000 3470 ENCROACHMENT STATIONS= 2494.0 ELeCt= 470.00 ELENCR= 470.00 25530.000 17.89 452.29 .00 18200.0 .0 18200.0 .0 .00 .00 6.70 .00 .000933 700. 700. 560. 2742.0 TYPE= 1 TARGET= 452.29 452.99 .70 .0 2716.7 .0 .000 .035 .000 0 0 0 248.000 .00 .00 455.33 .0 .0 470.00 .000 434.40 2507.36 .00 226.37 2733.73 *SECNO 25770.000 3470 ENCROACHMENT STATIONS- 2495.0 ELENCL- 470.00 ELENCR- 470.00 25770.000 18.14 452.74 .00 18200.0 .0 18200.0 .0 .01 .00 5.34 .00 .000533 240. 240. 240. 1490 NH CARD USED *SECN0 26830.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 2619.0 ELENCL- 470.00 ELENCR- 470.00 26830.000 17.10 453.40, .00 18900.0 .0 17809.2 1090.8 · 06 .00 6.07 1.04 .001017 1030. 1010. 960. 2780.0 TYPE- .00 453.18 .0 3411.2 .000 .035 2 0 5200.0 TYPE- .00 453.94 .0 2933.1 .000 .035 2 0 i TARGET- .44 .0 .000 0 i TARGET- .54 1044.1 .055 0 285.000 .17 .03 455.33 16.9 1.4 470.00 · 000 434.60 2505.63 .00 263.69 2769.32 2581.000 .73 .03 457.35 101.9 16.8 452.00 .000 436.30 2635.40 .00 1104.81 3945.96 1490 NH CARD USED *SECNO 26880. 000 3265 DIVIDED FLOW 1 16AUG96 13:44:14 SECNO DEPTH CWSEL CRIWS NSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VI, OB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOER ITRIAL IDC ICONT COP, AR TOPWID ENDST _ 26880.000 17.31 453.51 .00 18900.0 .0 18900.0 .0 .06 .00 5.59 .00 .000851 32. 50. 479. 1490 NH CARD USED *SECHO 27165.000 .00 454.00 .49 .0 3378.6 .0 .000 .036 .000 2 0 0 3265 DIVIDED FLOW 27165.000 17.93 454.03 .00 18900.0 .0 8509.2 10390.8 .09 .00 4.18 2.17 .000465 240. 284. 201. 1490 NH CARD USED *SECNO 27449.000 1530MANNINGS N VALUES FOR CHANNEL COMPOSITED .00 454.19 .16 .0 2036.1 4794.8 .000 .036 .040 2 0 0 3265 DIVIDED FLOW 27449.000 18.61 454.21 .00 .00 454.29 .09 18900.0 .0 7298.3 11601.7 .0 2901.3 5207.8 .12 .00 2.52 2.23 .000 .046 .037 .000283 240. 284. 248. 0 0 0 1490 NH CARD USED *SECN0 27748. 000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 27748.000 19.09 454.29 .00 18900.0 .0 6833.2 12066.8 .15 .00 2.39 2.08 .000243 324. 299. 262. 1490 NH CARDUSED I 16AUG96 13:44:14 .00 454.37 .08 .0 2857.2 5800.3 .000 .045 .037 2 0 0 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH OROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ZCONT .06 .01 461.50 111.3 21.5 457.50 .000 436.20 1044.54 .00 322.64 1527.32 .16 .03 461.50 140.0 25.9 459.00 .000 436.10 1016.23 .00 1362.34 2574.04 .09 .01 460.30 184.6 34.0 457.50 .000 435.60 1038.04 .00 1417.15 2706.76 .07 .00 460.00 237.5 42.8 456.50 .000 435.20 1093.55 .00 1404.20 2757.44 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST PAGE PAGE 28 29 *SEC~O 27992.000 3265 DIVIDED FLOW 27992.000 18.75 454.35 .00 .00 454.44 .09 18900.0 .0 9578.2 9321.8 .0 3287.5 5287.0 .19 .00 2.91 1.76 .000 .036 .039 .000221 213. 244. 309. i 0 0 1490 NH CARl) USED *SEC~O 28168.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED 28168.000 17.82 454.42 .00 .00 454.48 .06 18900.0 .0 5856.4 13043.6 .0 2842.3 6580.7 .22 .00 2.06 1.98 .000 .044 .036 .000175 167. 176. 223. 2 0 0 1490 NH CARD USED *SECNO 28492.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 28492.000 18.17 454.47 .00 .00 454.54 .07 18900.0 .0 6019.5 12880.5 .0 2787.3 6059.7 .26 .00 2.16 2.13 .000 .045 .036 .000193 406. 324. 307. i 0 0 1490 NH CARl) USED *SEC1~O28720.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 28720.000 17.72 454.52 .00 .00 454.61 .09 18900.0 .0 7147.7 11752.3 .0 2756.8 4993.7 .29 .00 2.59 2.35 .000 .043 .037 .000272 173. 228. 338. 0 0 0 I 16AUG96 13:44:14 SECNO DEPTH CWSEL CRIWS WSELK EG }IV O QLOB QCH QROB ALOE ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1490 NH CARl) USED *SECNO 28890.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 3470 ENCROACHMENT STATIONS- .0 2526.0 TYPE- 1 TARGET- 28890.000 17.45 454.55 .00 .00 454.71 .16 18900..0 .0 9547.7 9352.3 .0 2575.9 3597.2 .31 .00 3.71 2.60 .000 .045 .040 .000634 153. 170. 194. I 0 0 1490NH CARl) USED *SECI~O 29124.000 3265 DIVIDED FLOW 29124.000 17.13 454.53 .00 .00 455.00 .46 18900.0 .0 16893.4 2006.6 .0 2941.9 1142.3 .32 .00 5.74 1.76 .000 .037 .040 .000912 161. 234. 337. 2 0 0 1490 NH CARD USED *SE(NO 29651.000 1530 MANNINGS N VALUES FOR CHANNEL COI4FOSITED 3265 DIVIDED FLOW .07 .00 460.00 294.0 52.0 458.60 .000 435.60 1063.59 .00 1310.22 2582.25 .04 .00 460.00 336.7 58.2 458.80 .000 436.60 1043.33 .00 1269.55 2463.48 .06 .00 460.00 402.2 67.0 459.20 .000 436.30 1239.30 .00 1177.01 2573.38 .07 .01 460.00 459.6 75.0 458.60 .000 436.80 1302.95 .00 1064.62 2511.05 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV ~4TN ELMIN SSTA COP. AR TOPWID ENDST .66 2525.999 .07 .02 512.00 489.2 79.6 460.00 .000 437.10 1318.96 .00 1049.40 2526.00 .20 .09 462.00 522.3 86.6 459.00 .000 437.40 1295.33 .00 945.77 2342.67 PAGE 3O 29651.000 17.16 455.22 .00 .00 ~ 18900.0 .0 11421.6 7478.4 .0 .36 .00 3.73 2.63 .000 .000614 600. 527. 404. 2 455.39 3058.6 .045 0 , 490 NH CARD USED SEC'NO 29831.000 16AUG96 13:44:14 1530 MANNINGS N VALUES FOR CHANNEL COI~OSIT~D 3265 DIVIDED FLOW ~ 29831.000 17.20 455.34 .00 .00 18900.0 .0 9442.7 9457.3 .0 .38 .00 3.23 2.99 .000 .000410 171. 180. 197. 2 1490 ~ C~ USED · *SEC~O 30027.000 1530 MANNINGS N VALUES FOR CHANNEL CO~IPOSITED ~3265 DIVIDED FLOW .17 .37 .03 462.00 2842.4 577;1 96.2 457.40 .040 .000 438.06 1195.12 0 .00 942.76 2586.05 3302 WARNING: CONVEYANC~ CHANGE OUTSIDE OF ACCEPTABLI~RANGE, 30027.000 17.15 455.38 .00 18900.0 .0 12971.1 5928.9 .39 .00 4.78 3.69 .001192 148. 196. 299. 1490 NH CARD USED *SECNO 30384.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITRD ,s~3265 DIVIDED FLOW 30384.000 17.64 455.78 .00 18900.0 .0 15413.1 3486.9 .41 .00 6.22 5.55 .002158 371. 357. 410. .00 455.69 .0 2713.6 .000 .047 2 0 .00 456.35 .0 2477.7 .000 .047 2 0 1490 NH CARD USED *SECNO 30604.000 1530 MANNINGS N VALUES FOR CHANNEL CO~4POSITED 3265 DIVIDED FLOW 1 ~-- 16AUG96 13: 44: 14 SECNO DEPTH CWSEL CRIWS WSEI~K EG 0 0LOB ~ 0ROB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC 30604.000 17.89 456.44 .00 18900.0 .0 14003.6 4896.4 .42 .00 5.57 3.99 .001946 269. 220. 319. .00 456.87 .0 2514.7 .000 .049 2 0 1490 NH CARD USED *SECNO 30958.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: 30958.000 18900.0 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 18.48 457.03 .00 .00 457.14 .0 3454.2 15445.9 .0 1343.9 HV ltL OLOSS L-BANK ELEV AROB VOL TWA R-BANK EI~EV XNR WTN ELMIN SSTA ICONT CORAR TOPWID , ENDST 455.49 .15 .09 .00 462.00 2925.2 3166.3 603.0 100.1 458.00 .043 .036 .000 438.14 1173.64 0 0 .00 825.86 2416.61 KRATIO - .59 .31 .16 .05 462.00 1607.6 632.1 104.4 460.00 .043 .000 438.23 1154.47 0 .00 627.76 2133.68 .58 .58 .08 462.00 628.8 663.9 108.9 460.00 .047 .000 438.14 1069.90 0 .00 384.19 1987.69 h'V ItL OLOSS L-BANKELEV AROB VOL TWA R-BANK ELEV XNR WTN EL~IN SSTA ICONT COP. AR TOPWID ENDST .42 .50 .02 461.00 1227.8 683.3 112.3 461.00 .046 .000 438.55 1036.22 0 .00 721.55 2079.83 KRATIO - 2.20 .12 .25 .03 461.00 5525.7 722.4 118.6 462.00 PA~E PAGE 31 32 .46 .00 2.57 2.80 .000 .049 .041 .000 438.55 1067.90 .000403 303. 354. 302. 2 0 0 .00 1035.29 2233.90 1490 NH CARD USED *SECNO 3133S.000 1S30 MANNINGS N VALUES FOR CHANNEL CO~4POSITED 3265 DIVIDED FLOW 3301 HV CI~tNGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 31335.000 18.09 456.64 .00 .00 457.81 1.17 18900.0 .0 12454.9 6445.1 .0 1233.5 1326.5 .47 .00 10.10 4.86 .000 .046 .043 .005089 377. 377. 344. 3 0 0 .700 CCHV- .500 CEHV- *SECNO 32150.000 i 16AUG96 13:44:14 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 3265 DIVIDED FLOW .28 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, I(~ATIO - 1.69 3470 ENCROACHMENT STATIONS- 3040.0 6180.0 TYPE- I TARGET- ELENCL- 470.00 ELENCR- 470.00 32150.000 19.99 456.99 .00 .00 458.60 1.61 18900.0 .0 18413.9 486.1 .0 1785.9 237.2 .47 .00 10.31 2.05 .000 .035 .055 .001786 160. 170. 180. 2 0 1490 NH CARD USED *SECNO 32200.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN ~VINS 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD- 463.60 MAX ELLC- ******** 3470 ENCROAC~I~ENT STATIONS- 3050.0 6260.0 TYPE- i TARGET- ELENCL- 470.00 ELENCR- 470.00 32200.000 21.80 456.80 .00 .00 459.29 2.49 18900.0 .0 17736.3 1163.7 .0 1366.2 190.8 .47 .00 12.98 6.10 .000 .015 .021 .001046 S0. 50. 50. 2 0 0 *SECNO 32230.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD- 463.60 MAX ELI~C- ******** I 16AUG96 13: 44: 14 SECHO DEPTH CWSE~. CRIWS WSELK EG HV Q QLOB QCH QROB ALOE ACH AROE TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 3470 ENCROA~ STATIONSm 3050.0 6260.0 TYPE- I TARGST- ELENCL- 470.00 ELENCR- 470.00 .35 .32 461.00 760.6 126.6 461.00 .000 438.55 1058.40 .00 953.24 2158.56 I4L OLOSS L-BANKELEV VOL TWA R-BANKELEV WTN ELMIN SSTA CORAR TOPWID ENDST 3140.000 .48 .31 460.50 769.7 129.0 460.00 .000 437.00 3404.03 .00 253.67 4397.46 3210.000 .07 .62 461.50 771.8 129.3 461.50 .000 435.00 3404.61 .00 156.84 4399.69 HL OLOSS L-BANK ELEV VOL TWA R-BANKELEV WTN BLMIN SSTA COP. AR TOPWID ENDST 3210.000 PAGE PAGE 33 34 32230.000 21.98 456.98 .00 18900.0 .0 17702.6 1197.4 .48 .00 12.76 6.03 .001006 50. 50. 50. .00 459.38 2.40 .05 .0 1387.0 198.4 773.6 .000 .015 .021 .000 2 0 0 .00 .100 CEHV- *SECNO 32250.000 3265 DIVIDED F~OW .300 3301 }r~ CHANGED MOR~ THAN ~VINS 3470 ENCROACHMENT STATIONSm 3040.0 EL4~NCL~ 470.00 ELENCR- 470.00 32250.000 22.11 459.11 .00 13200.0 1.2 11814.7 1384.2 5.80 1.37 .48 .17 .000841 1. 1. 1. 6180.0 TYPE- I TARGET= 3140.000 1490 NH CARD USED *SEC~O 32305.000 3265 DIVIDED FLOW 3302 WARNING: 32305.000 13200.0 .48 .003417 .O4 129.5 435.00 158.65 461.S0 461.50 3404.07 4400.00 .00 459.58 .47 .00 .19 460.50 6.9 2037.7 1008.8 773.6 129.5 460.00 .055 .045 .055 .000 437.00 3040.00 3 0 0 .00 951.58 4593.71 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 21.24 458.94 .00 .00 459.77 · 0 10434.0 2766.0 .0 1323.0 .00 7.89 4.51 .000 .045 55. 55. 55. 2 0 .5O .08 776.8 .000 .00 1490 NH CARD USED *SECNO 32725. 000 16AUG96 13:44:14 .11 130.3 437.70 320.89 KRATIO - .83 613.0 .055 0 465.00 460.00 2163.19 3349.67 L-BANK SLaV R-BANK ELEV SSTA ENDST PAGE 35 3265 DIVIDED FLOW 3301 HVCHANGED MORE THAN HVINS 3302 WARNING: CONVEYANC~ CHANGE OUTSIDE OF ACCEPTABLE RANGE, 32725.000 22.00 460.20 .00 .00 460.43 13200.0 4932.9 7683.6 583.5 2003.8 1686.1 .51 2.46 4.56 '1.34 .060 .045 .000769 380. 420. 520. 2 0 KRATIO - .22 434.7 .055 0 1490 NH CARD USED *SEC~IO 33145. 000 1530 MANNINGS N VA/~JES FOR CHANNEL COMPOSITBD 3265 DIVIDED FLOW 3495 OVEP~BANK AREA ASSUMED NON-EFFECTIVE, ELLEA- 33145.000 22.19 460.59 .00 13200.0 .0 12655.0 545.0 .54 .00 3.50 .70 .000908 385. 420. 290. 460.64 BLREA- 2.11 1490 NH C~ USED *SEC}lO 33470.000 3265 DIVIDED FLOW .60 806.3 .000 .00 460.00 .00 460.77 .18 .34 .0 3616.9 775.1 844.7 .000 .054 .055 .000 5 0 0 .00 .06 137.6 438.20 1048.82 .00 148.3 438.40 1817.49 463.00 462.10 1570.39 3646.53 460.64 460.00 1390.20 3502.95 33470.000 21.81 460.81 .00 .00 461.06 .25 .27 .02 460.20 13200.0 78.1 11476.2 1645.7 123.1 2674.0 1683.3 876.0 157.7 462.00 .57 .63 4.29 .98 .055 .038 .100 .000 439.00 972.69 .000782 315. 325. 260. 2 0 0 .00 1126.62 2224.29 1490 NH CARD USED I 16AUG96 13: 44:14 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOE ACH AROB VO~. TWA R-BANK ELEV TIME VLOB VCH VROB ~ XNCH XNR WTN El/WIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 34260.000 3265 DIVIDED FLOW 3495 OVE~AREAASSUMED NON-EFFECTIVE, ELLEA- 461.20 ELREA- 464.00 34260.000 22.66 461.46 .00 .00 461.62 .16 .55 .01 461.20 13200.0 .0 13200.0 .0 .1 4060.9 .0 943.1 169.0 464.00 .63 .18 3.25 .00 .055 .045 .000 .000 438.80 866.98 .000680 830. 790. 250. 2 0 0 .00 538.49 1428.73 1490 NH CARD USED *SECNO 34850.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, ](RATIO = .47 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ET.?.RR- 464.30 ELREA- 464.00 34850.000 22.27 461.57 .00 .00 462.64 1.07 .74 .27 464.30 13200.0 .0 13200.0 .0 .0 1590.7 .0 981.3 173.7 464.00 .65 .00 8.30 .00 .000 .045 .000 .000 439.30 1327.79 .003097 520. 590. 640. 2 0 0 .00 153.19 1480.98 1490 NH CARD USED *SBCEO 34950.000 3265 DIVIDED FLOW 34950.000 22.98 462.28 .00 .00 462.94 .67 .27 .04 464.30 13200.0 1453.5 11746.5 .0 996.2 1696.3 .0 986.4 175.2 464.00 .66 1.46 6.92 .00 .055 .045 .000 .000 439.30 154.44 .002305 110. 100. 90. 3 0 0 .00 1104.50 1496.32 1490 NH CARl) USED i 16AUG96 13:44:14_. SECEO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID ENDST *SECNO 36970.000 3265 DIVIDED I~ PAGE PAGE 36 37 3302 WARNING: 36970.000 13800.0 .80 .000942 CONVEYANCE CI4ANGE OUTSIDE OF ACCEPTABLE RANGE, KP, ATIO - 1.64 25.53 465.53 .00 .00 465.79 .26 2.81 .04 465.00 2.3 8479.9 5317.8 7.1 1715.8 2620.6 1149.5 223.8 465.00 .32 4.94 2.03 .060 .041 .060 .000 440.00 2873.26 2020. 2020. 2020. 3 0 0 .00 992.30 4007.13 1490 NH CARD USED *SECEO 38200.000 3265 DIVIDED FLOW 3302 WARNING: 38200.000 13800.0 .95 .000249 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.95 25.22 466.22 .00 .00 466.29 .07 .48 .02 467.40 1939.9 5557.9 6302.2 1927.2 1995.2 3510.5 1294.3 249.9 462.00 1.01 2.79 1.80 .060 .045 .055 .000 441.00 1566.81 1150. 1230. 950. 2 0 0 .00 1192.92 2802.13 1490 NH CARD USED *SECNO 39290.000 39290.000 24.61 466.49 13800.0 1158.8 6684.0 1.08 1.09 3.19 .000279 980. 1090. .00 .00 466.58 .10 .29 .01 464.00 5957.2 1060.8 2097.4 3515.8 1468.6 276.5 460.00 1.69 .055 .044 .055 .000 441.88 1179.36 1110. 2 0 0 .00 1003.07 2182.43 1490 NH CARl) USED *SECNO 39440.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 16AUG96 13:44:14 SECNO DBPTH CWSEL CRIWS WSELK EG HV }IL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIM~ VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: 'CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .46 39440.000 24.21 466.21 .00 .00 466.84 .63 .10 .16 464.00 13800.0 965.3 11362.1 1472.6 546.5 1633.7 934.4 1492.1 281.1 462.50 1.09 1.77 6.95 1.58 .055 .045 .060 .000 442.00 3778.78 .001348 150. 150. 280. 2 0 0 .00 801.82 4697.47 1490 NH CARD USED *SEC~O 39490.000 3265 DIVIDED FLOW 466.92 .27 .05 .04 467.S0 39490.000 24.65 466.65 .00 .00 13800.0 1322.8 12434.2 43.1 706.2 2863.9 40.3 1496.0 281.8 460.50 .045 .000 442.00 3779.20 1.09 1.87 4.34 1.07 .045 .045 .000738 50. 50. 50. 2 0 0 .00 533.97 4641.55 1490 NH CARD USED *SECNO 39540.000 3265 DIVIDED FLOW 39540.000 24.54 466.54 .00 .00 467.04 .50 .04 .07 464.00 13700.0 1078.2 10654.0 1967.7 625.5 1668.9 1082.6 1500.0 282.6 462.50 1.09 1.72 6.38 1.82 .055 .045 .050 .000 442.00 3775.82 .001104 50. 50. 50. 2 0 0 .00 834.82 4710.40 1490 NH CARD USED *SECNO 40650.000 40650.000 27.68 467.68 .00 .00 467.92 ,24 .85 .03 464.80 9100.0 770.1 6557.7 1772.1 796.6 1465.0 969.9 1581.6 302.6 457.80 1.17 .97 4.48 1.83 .060 .045' .045 .000 440.00 4349.15 .000518 1400. 1110. 800. 2 0 0 .00 793.20 5142.35 1490 NH CARD USED *SECNO 48000.000 i 16AUG96 13:44:14 SECNO DEPTH CWSEL CHIWS WSELK EG HV HL OI~OSS L-BANK ELEV Q OLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWXD ENDST 3265 DIVIDED FLOW 48000.000 24.54 470.14 .00 .00 470.22 .08 2.29 .02 457.00 8000.0 2699.2 3841.5 1459.3 2342.1 1220.5 1815.5 2106.3 422.2 466.50 2.01 1.15 3.15 .80 .055 .045 .060 .000 445.60 1645.10 .000270 5700. 7350. 2900. 3 0 0 .00 1485.76 3192.78 1490 NH CARD USED PAGE PAGE 38 39 *SECNO 51350.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .67 51350.000 24.83 471.33 .00 .00 471.40 .07 1.17 .00 7000.0 1666.1 5332.7 1.2 1782.8 2252.6 3.3 2487.5 540.3 2.48 .93 2.37 .37 .055 .045 .058 .000 446.50 .000458 3600. 3350. 3700. 2 0 0 .00 1382.92 1490 NIt CARD USED *SECNO 53350.000 3265 DIVIDED FLOW 3302 WAP, NING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.64 470.30 470.20 3137.88 4520.80 53350.000 23.81 471.81 .00 .00 471.91 .09 .50 .01 456.00 7000.0 1888.8 5077.0 34.2 2160.7 1786.2 57.9 2656.1 594.7 467.00 2.71 .87 2.84 .59 .050 .045 .058 .000 448.00 3401.88 .000170 1650. 2000. 1750. 2 0 0 .00 1389.42 5694.06 1490 NH CARD USED *SECNO 55590.000 3265 DIVIDED FLOW CONVEYANCE CHANGE-OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .41 3302 WARNING: 55590.000 19.93 472.33 .00 .00 472.76 .43 .75 .10 7000.0 441.3 6558.4 .3 694.5 1206.6 1.4 2800.1 654.0 2.83 .64 5.44 .24 .060 .045 .060 .000 452.40 .001014 2000. 2240. 2200. 2 0 0 .00 1167.94 16AUG96 13:44:14 SECNO DEPTH CWSEL CRIWS WSELK EG }iV IlL OLOSS Q QLOB QCH QROB ALOB ACH · AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XI~CH XLOBR ITRIAL IDC ICONT COP. AR TOPWID 1490 NH CARD USED *SECNO 56940. 000 3265 DIVIDED FLOW 56940.000 24.52 473.52 .00 .00 473.79 .27 1.01 .02 462.00 7000.0 1348.3 5650.6 1.1 1012.4 1232.8 4.2 2862.5 683.5 474.00 2.93 1.33 4~58 .25 .054 .045 .058 .000 449.00 2647.09 .000585 1250. 1350. 1250. 2 0 0 .00 876.02 4443.24 i 16AUG96 13:44:14 T1 DENTON CREEK - REVISED ~XISTING CONDITIONS (AVO 15254) NATURAL RUN T2 DENTON CREEK - 100 YR DISCHARGE PROFILE FIS T3 DENTON C~EK, TI~ FII~E: RVE~3.DAT T4 ANDREW BROWN JR. PARK WEST ~ 03/19/96 SBH J1 ICHECK INQ NINV IDIR STRT METRIC HVlNS Q 0 4 0 0 0 0 0 0 IPLOT PRFVS XSECV XSECH FN ALLDC IBW 0 -1 13:44:14 WSEL 453.5205 CHNIM J2 NPROF 3 i 16AUG96 SEC~iO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB YOn TWA TIME VLOB VCH VROB ~ XNCH XNR WTN EI~MIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID *PROF 3 0 470.00 472.00 2867.09 4348.23 L-BANK ELE~ R-BANK ELEV SSTA ENDST FQ L-BANK ELEV R-BANK ELEV SSTA ENDST PAGE PAGE PAGE 40 41 42 CCHV- .100 CEI.IV- .300 *SECNO 25530.000 ~m'3470 ENCROACI-1MENT STATIONS- 2494.0 ELF. NCL- 470.00 ELBNCR- 470.00 25530.000 19.12 453.52 .00 20600.0 .0 20600.0 .0 .00 .00 6.86 .00 .000906 700. 700. 560. *SECNO 25770.000 1m~3470 ENCROACHMENT STATIONS- 2495.0 ELENCL- 470.00 ELENCR- 470.00 25770.000 19.37 453.97 .00 20600.0 .0 20600.0 .0 .01 .00 5.50 .00 .000525 240. 240. 240. 2742.0 TYPE- I TARGET- 453.52 454.25 .73 .0 3001.0 .0 .000 .035 .000 0 0 0 2780.0 TYPE- I TARGET- .00 454.44 .47 .0 3742.1 .0 .000 .035 .000 2 0 0 248.000 .00 .00 455.33 .0 .0 470.00 .000 434.40 2502.44 .00 235.67 2738.11 285.000 .16 .03 455.33 18.6 1.4 470.00 .000 434.60 2500.67 .00 272.69 2773.36 1490 NH CARD USED *SECNO 26830.000 3265 DIVIDED FLOW 3490 ENCROACHMENT STATIONS- ELENC'b- 470.00 ELENCR- ~ 26830.000 18.39 21300.0 .0 .07 .00 .000789 1030. 1490 NH CARD USED *SEC/~O 26880.000 ~3265 DIVIDED FLOW 2619.0 470.00 454.69 .00 18285.6 '3014.4 5.48 1.41 1010. 960. 16AUG96 13:44:14 5200.0 TYPE- i TARGET- .00 455.09 .40 .0 3337.9 2139.2 .000 .035 .055 0 0 0 SECNO DEPTH CWSEL CRZWS WSELK EG }IV Q QLOB QCH QROB ALOB ACH AROB TIM~ VLOB VCH VROB XNL XNCH XIqR SLOPE XLOBL XLCH XLOBR ITRIAL IDC TCONT 455.24 .00 7005.5 14294.5 3.07 2.29 284. 201. .00 .00 455.17 .47 406.0 .0 3777.4 563.6 .72 .000 .036 .045 479. 2 0 0 26880.000 18.51 454.71 21300.0 .0 20894.0 .O7 .00 5.53 · 000762 32. 50. 1490 NH CARD USED *SECNO 27165.000 3265 DIVIDED FLOW 27165.000 19.14 21300.0 .0 .10 .00 .000389 240. .00 455.35 .10 .0 2282.1 6236.7 · 000 · 046 .040 3 0 0 2581.000 .64 .01 457.35 124.2 18.0 452.00 .000 436.30 2630.24 .00 1199.25 3969.96 HL OLOSS L-BANK ELEV VOL TWA R-BANK EL~V WTN BLMIN SSTA CORAR TOPWXD ENDST .07 .02 461.50 143.2 27.7 457.50 .000 436.20 1039.28 .00 1173.21 2668.71 .14 .04 461.50 178.6 34.2 459.00 .000 436.10 1010.03 .00 1418.55 2610.10 PAGE 43 1490 NH CARD USED *SECNO 27449.000 ''1530 MANNINC, S N VALUES FOR CHANN~LCOMPOSITED 3265 DIVIDED FLOW 27449.000 19.75 455.35 .00 21300.0 .0 6474.6 14825.4 .13 .00 1.99 2.26 .000248 240. 284. 248. ~'"1490 NH C~ USED *SECNO 27748.000 1530 MANNINC, S N VALUES FOR CI~ILNNEL COMPOSZTED 3265 DIVIDED FLOW 27748.000 20.22 455.42 .00 21300.0 .0 6740.9 14559.1 .17 .00 2.13 2.05 .000197 324. 299. 262. .00 455.43 .07 .0 3252.2 6562.2 .000 .050 .037 2 0 0 .00 455.49 .07 .0 3171.9 7095.8 .000 .047 .037 2 0 0 .08 .00 460.30 233.1 42.9 457.50 .000 435.60 1033.60 .00 1551.59 2736.39 .06 .00 460.00 296.2 52.2 456.50 .000 435.20 1089.31 .00 1445.81 2767.54 1490 NH CARD USED 1 16AUG96 13 .' 44:14 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q 0LOB QCH (}ROE ALOE ACH AROB TIME VLOB VCH VROB XNL XNCH ~ SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT *SECNO 27992. 000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 27992.000 19.88 455.48 .00 .00 455.55 .07 21300.0 .0 8458.9 12841.1 .0 3641.4 6429.2 .21 .00 2.32 2.00 .000 .047 .039 .000226 213. 244. 309. 0 0 0 1490NH CARl) USED *SECHO 28168.000 1530 MANNINGS N VALUES FOR CNANNEL COMPOSITED 3265 DIVIDED FLOW 28168.000 18.93 455.53 .00 .00 455.59 .06 21300.0 .0 5923.5 15376.5 .0 3156.0 7690.5 .24 .00 1.88 2.00 .000 .045 .037 .000150 167. 176. 223. 0 0 0 1490 NH CAI~) USED *SECNO 28492. 000 1530 MANNINGS N VALUES FOR CPL~NNET, COMPOSIT~D 3265 DIVIDED FLOW 28492.000 19.27 455.57 .00 .00 455.64 .07 21300.0 .0 6096.4 15203.6 .0 3086.1 7073.9 .28 .00 1.98 2.15 .000 .046 .036 .000167 406. 324. 307. 2 0 0 HL OLOSS L-BANKEL~V VOL T~A R-BANK ELEV WTN ELMIN SSTA COP, AR TOPWID ENDST .06 .00 460.00 363.3 61.6 458.60 .000 435.60 1059.08 .00 1344.42 2589.88 .04 .00 460.00 413.1 68.1 458.80 .000 436.60 1038.92 · 00 1313.08 2470.91 .05 .00 460.00 488.4 77.1 459.20 .000 436.30 1234.59 .00 1220.21 2578.64 PAGE 44 1490 NH CArD USED *SECNO 28720.000 1530 MANNINGS N VALUES FORCHANNELCO~POSITED 3265 DIVIDED FLOW 28720.000 18.82 455.62 .00 .00 455.71 .09 21300.0 .0 7338.4 13961.6 .0 3060.0 5875.4 .31 .00 2.40 2.38 .000 .044 .037 .000231 173. 228. 338. 0 0 0 I 16AUG96 13:44:14 SECNO DEPTH CWSET. CHIWS WSELK EG HV Q Q~.~)B Q~ OROB ALOE ACH AROB Title VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1490 NH CARD USED *SECNO 28890.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 3470 ENCROAC}i~NT STATIONS- .0 2526.0 TYPE- i TARGET- 28890.000 18.55 455.65 .00 .00 455.78 .13 21300.0 .0 9353.7 11946.3 .0 2869.3 4469.9 .33 .00 3.26 2.67 .000 .047 .040 .000510 153. 170. 194. 0 0 0 1490 NH CARD USED *SECNO 29124.000 .06 .01 460.00 554.7 85.4 458.60 .000 436.80 1298.55 .00 1095.73 2516.67 HL OLOSS L-BANK ELEV VOL TWA R-B~ELEV WTN ELMIN SSTA COP, AR TOPWID ~NDST .67 2525.999 .06 .01 512.00 589.3 90.1 460.00 .000 437.10 1314.39 .00 1077.65 2526.00 PAGE 45 1530 MANNINGS N VALUES POR CHANNEL COt~K)SITED 3265 DIVIDED FLON 29124.000 18.30 455.70 .00 21300.0 .0 16547.2 4752.8 .35 .00 5.05 2.46 .001012 161. 234. 337. 1490 NH CARl) USED *SE(~IO 29651.000 1530 MANNINGS N VALUES FOR CHANNEL C0tiPOSITED 3265 DIVIDED FLOW 29651.000 18.18 456.24 .00 21300.0 .0 11744.2 9555.8 .39 .00 3.48 2.71 .000528 600. 527. 404. .00 456.03 .33 .19 .06 .0 3275.8 1931.9 630.6 97.4 .000 .046 .040 .000 437.40 2 0 0 .00 984.06 · 00 456.39 .15 .35 .0 3378.7 3521.9 696.1 · 000 .046 .040 .000 2 0 0 .00 1490 NH CARD USED 16AU~96 13:44:14 .02 107.5 438.06 1020.00 SECNO DEPTH CWSEL CRIWS WSELK EG }iV }IL OLOSS O QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR ~ ELMXN SLOPE XLOBL XLCH XLOBR ITRXAL IDC ICONT COP. AR TOPWXD 462.00 459.00 1290.05 2359.22 *SECNO 29831.000 1530 MANNINGS N VALUES FOR CIIANNEL CONPOSITED 3265 DIVIDED FLOW 29831.000 18.19 456.33 .00 21300.0 .0 10000.0 11300.0 .41 .00 3.11 3.04 .000372 171. 180. 197. 1490 NH CARD USED *SECNO30027.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSIT~D 3265 DIVIDED FLOW 3302 WARNING: 462.00 457.40 1191.04 2590.89 .00 456.48 .15 .08 .00 462,00 .0 3210.6 3715.3 726.1 111.7 458.00 .000 .044 .036 .000 438.14 1169.68 2 0 0 .00 857.57 2421.32 .57 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RAlq(IE, KRATIO - 30027.000 18.15 456.38 .00 .00 456.67 .29 .15 .04 21300.0 .0 13549.0 7751.0 .0 3008.1 1962.5 759.6 116.2 .42 .00 4.50 3.95 .000 .049 .043 .000 438.23 .001141 148. 196. 299. 2 0 0 .00 660.98 Imm 1490 NH CARl) USED *SECEO 30384.000 1530 MANNINGS N VALDES FOR CHANNELCOMPOSITED 3265 DIVIDED FLOW L-BANK ELEV R-BANK ELEV SSTA ENDST 462.00 460.00 1150.49 2140.64 .00 457.32 ,58 .57 .09 462.00 30384.000 18.60 456.74 .00 21300,0 .0 17098.6 4201.4 .0 2749.8 749.8 795.9 121.1 460.00 ,44 .00 6.22 5.60 .000 .049 .048 .000 438.14 1066.03 · 002147 371. 357. 410. 2 0 0 .00 429.26 1994,78 1490 NH CARD USED *SEC~IO 30604.000 i 16A~96 13:44:14 SECNO DEPTH ' CWSEL CRIWS WSELK EG }iV }IL OLOSS Q QLOB QCH OROB ~/~OB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN EIi4IN SLOPE XLOBL XLCE XLOBR ITRIAL IDC ICONT CORAR TOPWID L-BANKELEV R-BANKELEV SSTA ENDST 1530 MANNINGS N VALUI~S FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 30604.000 18.87 457.42 .00 21300.0 .0 14980.5 6319.5 .00 457.80 .38 .46 .02 461.00 ,0 2799.0 1699.0 818.9 125.0 461.00 PAGE PAGE 46 47 .46 .00 5.35 3.72 .000 .050 .047 .000 438.55 1032.31 .001645 269. 220. 319. 2 0 0 .00 825.02 2149.69 1490 NH CARD USED *SECN0 30958.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 30958.000 19.38 457.93 .00 .00 458.04 .12 .22 .03 461.00 21300.0 .0 3543.0 17757.0 .0 1484.2 6366.5 864.3 132.1 462.00 .49 .00 2.39 2.79 .000 .051 .041 .000 438.55 1064.29 .000364 303. 354. 302. 2 0 0 .00 1140.63 2300.64 1490 NH CARD USED *SECNO 31335.000 1S30MANNINHS N VALUES FOR CHANNEL O:~4POSITED 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNINg: CONVEYANCE CHAN~E OUTSIDE OF ACCEPTABLE RANGE, g~ATIO - 31335.000 19.28 457.83 .00 .00 458.49 .66 21300.0 .0 11147.4 10152.6 .0 1389.3 2344.1 .50 .00 8.02 4.33 .000 .047 .042 .003020 377. 377. 344. 3 0 0 I 16AU~96 13:44:14 .35 .29 911.1 .000 .00 .16 140.7 438.55 1022.21 SEC~O DEPTH CWSEL CRXWS WSELK EG HV }IL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR ~TN ELMXN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID 3140.000 .500 C~'{Vm .700 *SECHO 32150.000 3265 DIVIDED FLOW 3301 HV CHANGEDMORE THAN HVINS 3470 ENCHOACHMENT STATIONS- 3040.0 ELENCL- 470.00 ELENCH- 470.00 32150.000 20.91 457.91 .00 21300.0 .0 20414.3 885.7 .51 .00 10.78 2.25 · 001862 160. 170. 180. 1490 NH CARD USED *SEC:NO 32200.000 3265 DIVIDED FLOW 3301 HV C~J~NGED MORE THAN HVINS 6180.0 TYPE- I TANGET- · 00 459.64 1.73 .40 .75 460.50 · 0 1894.0 393.9 923.2 143.6 460.00 · 000 .035 .055 .000 437.00 3402.97 2 '0 0 .00 375.99 4498.93 3370 NOP~4AL BRID~E, NRD- 9 MIN ELTRD- 463.60 MAX ELLC- ******** 3470 ENCHOACHMENT STATIONS- 3050.0 6260.0 TYPE- i TARGET- ELENCL- 470.00 ELENCH- 470.00 32200.000 22.71 457.71 .00 .00 460.36 2.66 21300.0 .0 19803.7 1496.3 .0 1473.1 230.7 .51 .00 13.44 6.49 .000 .015 .021 .001091 50. 50. 50. 2 0 0 3210.000 .07 925.5 .000 .00 *SECHO 32230.000 3265 DIVIDED FLOW .65 143.9 435.00 165.96 461.00 461.00 1053.68 2171.32 L-BANK ELEV R-BANK ELEV SSTA ENDST 461.50 461.50 3401.88 4401.23 PAGE 40 16AUG96 13:44:14 SEC~qO DEPTH CWSEL CRIWS WSELK EG }IV Q Q~OS QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT ~370 NOP. MAL BRIDGE, NRD- 9 MIN EL/RD- 463.60 MAX ELI,C- ******** ~470 ENCROACEMENT STATIONS- 3050.0 6260.0 TYPE- i TARGET- ELENCL- 470.00 ELENCR- 470.00 32230.000 22.91 457.91 .00 .00 460.46 2.55 21300.0 .0 19764.4 1535.6 .0 1497.8 240.1 .51 .00 13.20 6..40 .000 .015 .021 .001045 50. 50. 50. 2 0 0 CCHV- .100 CEHV- *SECNO 32250.000 3265 DIVIDED FLOW .3OO 3301 }iV CHANGED MORE THAN HVINS p~ 3470 ENCROAC}D~ENT STATIONS- 3040.0 ELENCL- 470.00 ELENCH- 470.00 32250.000 23.31 460.31 .00 ~.~ 14900.0 116.9 11910.5 2872.5 .51 .72 5.45 1.41 .000699 1. 1. 1. 6180.0 TYPE- I TARGET- .00 460.68 .37 162.6 2186.4 2030.2 .055 .045 .055 3 0 0 ~1490 NH CARD USED ' *SECNO 32305.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 32305.000 22.45 460.15 .00 14900.0 .0 11155.9 3744.1 .51 .00 ?.36 4.36 .002771 55. 55. 55. KRATI0 - .00 460.85 .70 , .0 1515.7 859.3 .000 .045 .055 2 0 0 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN SLMIN SSTA CORAR TOPWID ENDST 3210.000 .05 .05 461.50 927.4 144.1 461.50 .000 435.00 3401.27 .00 168.00 4401.57 .5O 3140.000 .00 .2~ 460.50 927.5 144.1 460.00 .000 437.00 3040.00 _ .00 1263.17 4673.93 .07 .10 465.00 931.8 145.2 460.00 .000 437.70 2159.03 .00 506.02 3361.31 PAGE 49 1 16AUG96 13:44:14 SECNO DEPTH CWSEL CRIWS WSE~K EG Q QLOB QCH QROB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC 1490 NH CARD USED *SECNO 32725.000 3265 DIVIDED FLOW HV AROB XNR ICONT HL OLOSS L-BANKELEV VOL TWA R-BANKELEV ~ ELMIN SSTA COPJ~R TOPWID ENDST PAGE 5O 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, K~ATIO - .00 461.40 .18 32725.000 23.02 461.22 .00 14900.0 5689.4 7775.5 1435.1 2384.1 1837.8 1396.7 .55 2.39 4.23 1.03 .060 .045 .055 .000641 380. 420. 520. 2 0 0 1490 NH CARD USED *SECNO 33145.000 1530 MANNINGS N VALUES FOR CHANNELCOMPOSITED 3265 DIVIDED FLOW 33145.000 23.14 461.54 .00 .00 461.67 14900.0 54.8 12741.8 2103.4 77.4 4003.9 .055 .054 · 59 .71 3.18 .94 .000679 385. 420. 290. 2 0 2.08 .50 .05 463.00 971.8 158.5 462.10 .000 438.20 1284.33 · 00 1940.23 3654.18 .14 .26 .00 460.64 2247.5 1023.0 173.4 460.00 .055 .000 438.40 1312.65 0 .00 2065.53 3507.68 1490 NH C3~ USED *SECNO 33470. 000 3265 DIVIDED FLOW 33470.000 22.70 461.70 .00 .00 461.92 .22 .22 .02 460.20 14900.0 272.5 12217.8 2409.7 268.6 2981.5 2428.5 1064.2 184.7 462.00 .61 1.01 4.10 .99 .055 .039 .100 .000 439.00 970.00 .000730 315. 325. 260. 2 0 0 .00 1465.11 2518.08 1490 NH CARDUSED *SEC~O 34260.000 i 16AU(~96 13:44:14 SECNO DEPTH CWSEL CRIWS WSELK F,~ }IV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL ~/qCH XNR WTN - ELMIN SLOPE XLOBL XLC~t XLOBR ITRIAL IDC ICONT CORAR TOPWID 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, EIJ~EA- 461.20 ELREA- 464.00 L-BANK ELEV R-BANK ELEV SSTA ENDST 34260.000 23.47 462.27 .00 .00 462.44 .17 .51 .00 461.20 14900.0 1.0 14899.0 .0 2.2 4522.6 .0 1141.8 197.6 464.00 .68 .44 3.29 .00 .055 .044 .000 .000 438.80 863.79 .000650 830. 790. 250. 2 0 0 .00 S88.43 1452.22 1490 NH CARD USED *SECHO 34850.000 3301 HV C~ANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE C~ANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .43 3495 OVERBANKAREAASSU~4ED NON-EFFECTIVE, ET.?.R~- 464.30 ELREA- 464.00 34850.000 23.01 462.31 .00 .00 463.49 1.18 .75 14900.0 .0 14900.0 .0 .0 1708.7 .0. 1184.1 .70 .00 8.72 .00 .000 .045 .000 .000 .003503 520. 590. 640. 2 0 0 .00 1490 NH CARD USED *SECHO 34950.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN I4VINS 3302 WARNINg: CONVEYANCE C/4ANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.49 34950.000 24.11 463.41 .00 .00 463.80 .38 .23 14900.0 4004.2 10895.8 .0 2311.4 1904.6 .0 1191.1 .70 1.73 5.72 .00 .054 .045 .000 .000 .001575 110. 100. 90. 3 0 0 .00 .30 202.7 439.30 168.62 .08 205.0 439.30 1658.14 I 16AUG96 13:44:14 SECNO DEPTH CHSEL CRIWS WSELK EG HV }iL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL ~NCH ~ WTN ELMIN SLOPE XLOBL XI~CH XLOBR ITRIAL ID~ ICONT COP, AR TOPWID 1490 NH CARD USED *SECHO 36970.000 3265 DIVIDED FLOW 36970.000 25.99 465.99 .00 .00 466.25 .27 2.45 .01 15600.0 11.7 91S7.8 6430.5 24.3 1788.1 3000.5 1400.5 268.6 .85 .48 5.12 2.14 .060 .041 .060 .000 440.00 .000969 2020. 2020. 2020. 3 0 0 .00 1085.00 464.30 464.00 1322.96 1491.59 464.30 464.00 -248.12 1511.83 L-BANK ELEV R-BANK ELEV SSTA ENDST 465.00 465.00 2850.66 4010.94 PAGE PAGE 51 52 1490 NH CARD USED *SECNO 38200.000 ~,~3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.90 .00 466.78 .08 .51 .02 467.40 38200.000 25.70 466.70 .00 15600.0 2431.1 5966.8 7202.1 2179.2 2071.6 3771.2 1557.9 296.1 462.00 .99 1.12 2.88 1.91 .060 .045 .055 .000 441.00 1559.49 .Q00268 1150. 1230. 950. 2 0 0 .00 1222.53 2807.00 1490 NH CARD USED *SEC~O 39290.000 39290.000 25.11 466.99 .00 .00 467.09 .11 .30 .01 464.00 15600.0 1486.1 7263.7 6850.1 1239.7 2172.7 3771.1 1745.5 323.4 %60.00 .044 .055 .000 441.88 1158.03 Imm 1.11 1.20 3.34 1.82 .055 .000295 980. 1090. 1110. 2 0 0 .00 1026.91 2184.94 1490 NH CARD USED *SECNO 39440.000 3265 DIVIDED FLOW pm 3301 }IV CHANGED MORE THAN HVINS i 16AUG96 13:44:14 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK Q QLOB QCH QROB ALOB ACE AROB VOL TWA R-BANK TIME N/OB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR tTRIAL IDC ICONT COP, AR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGEOUTSIDE OF ACC~PTABLERAN~E, K~,ATIO - .46 39440.000 24.71 466.71 .00 .00 467.~6 .64 .10 .16 464.00 15600.0 1348.7 12193.7 2057.5 670.8 1688.8 1169.2 1771.4 328.1 462.50 1.12 2.01 7.22 1.76 .055 .045 .060 .000 442.00 3774.16 .001390 150. 150. 280. 2 0 0 .00 848.14 4712.45 1490 NH CARD USED *SECNO 39490.000 3265 DIVIDED FLOW 39490.000 25.15 46~.15 .00 .00 467.44 .30 .05 .03 467.50 15600.0 1769.9 13759.4 70.7 827.2 2993.9 56.7 1775.6 328.9 468.50 1.12 2.14 4.60 1.25 .045 .045 .045 .000 442.00 3778.36 .000803 50. 50. 50. 2 0 0 .00 5S1.15 4642.76 1490 NH CArD USED *SEC~qO 39540.000 3265 DIVIDED FLOW 39540.000 25.05 467.05 .00 .00 467.55 .50 .05 .06 464.00 15400.0 1449.8 11279.1 2671.1 756.7 1725.6 1334.9 1780.0 329.7 462.50 · 045 .050 .000 442.00 3771.07 1.12 1.92 6.54 2.00 .055 .001106 50. 50. 50. 2 0 0 .00 872.92 4716.25 1490 NH CARD USED *SECNO 40650.000 40650.000 28.20 468.20 .00 .00 468.43 .23 .85 .03 464.80 10200.0 1078.8 6899.9 2221.3 1000.7 1508;8 1140.0 1872.2 350.6 457.80 1.21 1.08 4.57 1.95 .060 .045 .045 .000 440.00 4320.11 .000520 1400. 1110. 800. 2 0 0 .00 826.54 5146.65 1490 NH CArD USED *SECNO 48000.000 1 16AUG96 13:44:14 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV O Q~,OB QCH QROB ALOB ACH AROB VOL TWA R-BANKSLEV TIME VLOB VCH VROB XNL XNCH XNR WTN E~IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST PAGE PAGE 53 54 3265 DIVIDED FI&)W 48000.000 25.09 470.69 .00 .00 470.78 .09 2.33 .01 457.00 9800.0 3511.7 4258.0 2030.2 2742.4 1261.6 2204.5 2462.2 474.2 466.50 2.00 1.28 3.37 .92 .055 .045 .060 .000 445.60 1637.26 .000297 5700. 7350. 2900. 3 0 0 .00 1538.61 3198.12 1490 NH CARD USED *$ECNO 51350.000 51350.000 25.50 472.00 .00 .00 472.08 .08 9400.0 2838.3 6557.4 4.4 2487.3 2491.2 8.3 2.44 1.14 2.63 .52 .055 .045 .058 .000495 3600. 3350. 3700. 2 0 0 1490 NH CARD USED *SECNO 53350.000 3265 DIVIDED FLOW 3302 #'ARNIN(}: CONVEYANCE CHANGE OUTSIDB OF ACCEPTABLE RANGE, KRATIO - 1.30 2916.6 .000 .00 1.51 .00 596.9 446.50 1438.65 470.30 470.20 3085.61 4524.26 53350.000 24.57 472.57 .00 .00 472.68 .12 .59 .01 456.00 9400.0 3181.6 6153.3 65.1 3321.8 1861.9 126.0 3129.2 667.5 467.00 2.65 .96 3.30 .52 .050 .045 .058 .000 448.00 2481.73 .000217 1650. 2000. 1750. 2 0 0 .00 2182.61 5956.85 IO~ATIO - 1490 NH CARD usED *SECNO 55590.000 3265 DIVIDED FLOW .45 CONVEYANCE CHANG~ OUTSIDE OF ACCEPTABLE RANGE, 3302 WARNING: .00 473.67 .42 .90 .09 55590.000 20.85 473.25 .00 9400.0 1865.8 7513.4 20.8 1764.2 1289.5 38.4 3331.1 751.2 2.77 1.06 5.83 .54 .060 .045 .060 .000 452.40 · 001066 2000. 2240. 2200. 2 0 0 .00 1412.63 16A~96 13:44:14 SECNO DEPTH CWSEL CRIWS WSELK EG }IV IlL OLOSS Q QLOB QCI{ QROB ALOB ACH AROB VOL TWA TIME VLOB VC~{ VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLC'H XLOBR ITRIAL IDC ICONT COllAR TOP, ID 1490 NH CARD USED *SECNO 56940.000 3265 DIVIDED FLOW 470.00 472.00 2775.02 4441.00 56940.000 25.50 474.50 .00 .00 474.79 .29 1.10 .01 462.00 9400.0 2736.9 6635.6 27.5 2031.0 1311.4 51.6 3427.2 792.7 474.00 2.87 1.35 5.06 .53 .053 .045 .058 .000 449.00 2329.63 .000668 1250. 1350. 1250. 2 0 0 .00 Z465.27 4504.29 71 73 74 16AUG96 13:44:14 DENTON CREEK - REVISED 'EXISTING CONDITIONS (AVO 15254) NATURAL RUN DENTON CREEK - 500 YRDISCHARGE PROFILE FIS DENTON CREEK, TEXAS FILE: RVEXDC3.DAT ANDREW BROI~N JR. PARK W~ST CLO~R 03/19/96 SBH J1 ICH~CK INO NINV IDIR STRT METRIC EVINS 0 IBW 0 5 0 0 0 0 0 WSEL 455.89 CENIM J2 NPROF IPLOT PRFVS XSECV XSECE FN ALLIX~ 15 0 -1 L-BANK ELRV R-BANK ELEV SSTA ENDST FO PAGE PAGE 55 56 16AUG96 13: 44:14 SEC~qO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR ~ ELMXN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP. AR TOPWTD *PROF 4 0 CCHV- .100 CEHV- .300 *SECNO 25530.000 3280 CROSS SECTION 25530.00 EXTI~ED 3470 ~/~CROACHM~NT STATIONS- 2494.0 ELENCL= 470.00 ELENCR- 470.00 25530.000 21.49 455.89 .00 36200.0 .4 36199.6 .0 .00 .58 10.12 .00 .001669 700. 700. 560. *SECNO 25770.000 3301 HV ~ MOR~ THAN HVINS 3470 ENC~OAC~D~ENTSTATIONS= 2495.0 EL~NCL= 470.00 EL~NCR- 470.00 25770.000 22.25 456.85 .00 36200.0 .1 36199.9 .0 .01 .25 7.95 .00 .000899 240. 240. 240. 1490 NH CARD USED *SECNO 26830.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROAC~4ENT STATIONS- 2619.0 RT~RNCL. 470.00 ELENCR- 470.00 26830.000 22.01 458.31 .00 36200.0 .2 24509.6 11690.2 .08 .33 5.15 2.12 .000580 1030. 1010. 960. 2.09 FEET 2742.0 TYPE= I TARGET= 455.89 457.48 1.59 .7 3577.1 .0 .055 .035 .000 0 0 0 2780.0 TYPE- I TARGET- .00 457.83 .98 .3 4551.1 .0 .055 .035 .000 2 0 0 5200.0 TYPE= i TARGET- .00 458.61 .30, · 6 4759.6 5513.3 .055 .032 .055 2 0 0 248.000 .00 .00 455.33 .0 .0 470.00 .000 434.40 2494.00 .00 248.00 2742.00 L-BANK R-BANK SSTA ENDST 285.000 .29 .06 455.33 22.4 1.5 470.00 .000 434.60 2495.00 _ .00 285.00 2780.00 2581.000 .71 .07 457.35 191.1 21.8 452.00 .000 436.30 2619.00 .00 1516.80 4135.80 PAGE 57 16AU~96 13:44:14 SECNO DEPTH CWSEL C~IWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1490 NH CARD USED *SEC~O 26880.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 26880.000 22.35 458.55 .00 36200.0 .0 22982.0 13218.0 .09 .00 4.25 2.86 .001124 32. 50. 479. 1490 NH CArD USED *SRCNO 27165. 000 1530 MANNINGS N VALUES FOR CHANNEL C(~4POSITED .00 458.77 .22 .0 5403.2 4613.9 .000 .053 .045 2 0 0 3265 DIVIDED FLOW 3302 W/~dqlNG: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 27165.000 22.70 458.80 .00 36200.0 .0 7182.7 29017.3 .11 .00 2.31 2.72 .000297 240. 284. 201. KRATIO - HL OLOSS L-BANKELEV VOL TWA R-BANKELEV WTN ELMIN SSTA CORA~ TOPWID ~NDST .16 .01 461.50 252~6 34.5 457.50 .000 436.20 1023.80 .00 1710.09 2752.21 1.94 .00 458.91 .11 .12 .01 461.50 .0 3115.5 10673.4 315.7 42.9 459.00 .000 .053 .040 .000 436.10 995.80 2 0 0 .00 1604.14 2655.44 PAGE 58 1490 NH CARD USED *SECNO 27449.000 1530 I~M4NINGS N V~J~UES FOR CHANNEL CO, POSITED 27449.000 23.28 458.88 .00 .00 36200.0 .0 8413.5 27786.5 .0 .14 .00 1.71 2.56 .000 .000201 240. 284. 248. 2 1490 NH CARl) USED *SECNO 27748.000 1530 ~NNIN~S N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 458.97 4910.8 .054 0 .09 10837.1 .037 0 .06 403.0 .000 · 00 .00 52.8 435.60 1740.59 460.30 457.50 1019.62 2760.21 27748.000 23.73 458.93 .00 .00 459.03 .09 .0S .00 460.00 36200.0 .0 7106.9 29093.1 .0 4455.2 11207.7 501.5 63.5 456.50 .18 .00 1.60 2.60 .000 .054 .037 .000 435.20 1075.26 .000196 324. 299. 262· 2 0 0 .00 1691.04 2788.60 16AUG96 13:44:14 SECNO DEPTH CWSEL CRIWS WSELK EG HV }IL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID 1490 NH CARD USED *SECNO 27992.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 459.09 4904.5 .050 0 3265 DIVIDED FLOW .09 10078.7 .040 0 27992.000 23.39 458.99 .00 .00 36200.0 .0 10869.3 25330.7 .0 .21 .00 2.22 2.51 .000 .000211 213. 244. 309. 0 .06 603.2 .000 .00 1490 NH CARD USED *SECHO 28168.000 1530 MANNINGS N VA/A~ES FOR CHANNEL COMPOSITED .00 74.0 435.60 1466.71 3265 DIVIDED FLOW L-BANK ELEV R-BANK EL]~V SSTA ENDST 460.00 458.60 1045.06 2610.91 .00 459.12 .09 .04 .00 460.00 28168.000 22.44 459.04 .00 36200.0 .0 7734.3 28465.7 .0 4371.2 11360.2 676.8 81.1 458.80 .23 .00 1.77 2.51 .000 .050 .037 .000 436.60 1024.87 .000151 167. 176. 223. 0 0 0 .00 1463.68 2490.58 1490 NH CARD USED *SECHO 28492.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED PLOW 28492.000 22.78 459.08 .00 36200.0 .0 8009.2 28190.8 .27 .00 1.87 2.70 .000172 406. 324. 307. 1490 NH C~RD, USED *SECHO 28720.000 1530 ~/~NINC~S N VALUES FOR CHANNELCO~POSITED .10 10443.7 .036 0 .12 8786.1 .037 0 3265 DIVIDED FLOW .00 .0 .000 2 .05 785.9 .000 .00 .O6 882.7 .000 .00 28720.000 22.32 459.12 .00 36200.0 .0 9935.9 26264.1 · 30 .00 2.37 2.99 .000232 173. 228. 338. 16AUG96 13:44:14 .00 91.3 436.30 1372.92 .01 100.4 436.80 1217.36 .00 .0 .000 0 459.18 4291.0 .051 0 459.25 4192.7 .047 0 SECNO DEPTH CWSE~. CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ~LOB ACH AROB VOL TWA TIME VLOB VCH VROB ~ XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID 460.00 459.20 1219.88 2594.76 460·00 458.60 1284.53 2537.70 L-BANK EL~V R-BANK ELEV SSTA ENDST PAGE PAGE 59 6O 1490 NH CARD USED *SECNO 28890.000 1530 MANNINGS N VALUES FOR CHANNELC~SITED 3265 DIVIDED FLOW 3470 ~NCROACHMENT STATIONS- .0 2526.0 TYPE- 1 TARGET- 2525.999 28890.000 22.05 459.15 .00 .00 459.32 .16 .06 .01 512.00 36200.0 .0 11678.2 24521.8 .0 3973.3 7290.7 934.4 105.5 460.00 .32 .00 2.94 3.36 .000 .051 .040 .000 437.10 1300.37 .000435 153. 170. 194. 0 0 0 .00 1172.57 2526.00 1490 NH CARD USED *SEC~O 29124.000 1530 MANNINGS N VALUES FOR CT~tt~'EL CO, POSITED 29124.000 21.85 459.25 .00 .00 459.51 .27 .17 .03 462.00 36200.0 .0 20273.4 15926.6 .0 4411.0 4537.3 1002.7 113.7 459.00 .34 .00 4.60 3.51 .000 .049 .040 .000 437.40 1275.19 .000783 161. 234. 337. i 0 0 .00 1166.19 2441.38 1490 NH CARD USED *SECNO 29651.000 1530 MANNINGS N VALUES FOR CHANNELC(IMPOSIT~D 29651.000 21.59 459.65 .00 .00 459.81 .16 .29 .01 462.00 36200.0 .0 14812.2 21387.8 .0 4661.3 6651.6 1109.4 127.6 457.40 .38 .00 3.18 3.22 .000 .050 .041 .000 438.06 1~77.39 .000498 600. 527. 404. 2 0 0 .00 1597.87 2775.26 1490 NH C~RD USED *SEC~O 29831.000 1530 MANNINGS N VALUES FOR CHANNEL CO~POSITED 3265 DIVIDED FLOW 29831.000 21.59 459.73 .00 36200.0 .0 13612.3 22587.7 .39 .00 3.15 3.29 .000384 171. 180. 197. .00 459.89 .16 .08 .00 462.00 · 0 4320.3 6865.0 1158.6 134.6 458.00 .000 .047 .038 .000 438.14 1156.07 2 0 0 .00 1561.92 2769.93 i 16AUG96 13: 44:14 SECNO DEPTH CHSEL C~IWS 0 QLOB 0CH QROB TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR WSELK EG HV ~L OLOSS L-BANK ELEV ALOB ACH AROB VOL TWA R-B/~NK ELEV XNL XNCH XNR WTN ELMIN SSTA ITRIAL IDC ICONT CORA~ TOPWID ~NDST 1490 NH CARDUSED -- *SECNO 30027.000 1530 MANNINGS N VALUES FOR C}]ANNELCOt4POSITED 3265 DIVIDED FLOW 3302 WARNING~ CONVEYANCE CP.A/~3E OUTSIDE OF ACCEPTABLE P. ANGE, 30027.000 21.52 459.75 .00 .00 460.11 36200.0 .0 19570.1 16629.9 .0 4217.3 .41 .00 4.64 4.94 .000 .052 .001144 148. 196. 299. 2 0 1490 NH CARDUSED *SECNO 30384.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSIT~D 3265 DIVIDED FLOW 3280 CROSS SECTION 30384.00 EXTENDED .20 FEET 3302 WA~NING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE P, AN~E, 30384.000 22.06 460.20 .00 .00 460.84 36200.0 .0 26476.4 9723.6 .0 3898.0 .42 .00 6.79 5.45 .000 .053 .002880 371. 357. 410. 2 0 1490 NH CARD USED *SECNO 30604.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED IG~ATIO - .35 3367.9 .043 0 KI~ATIO - .65 1783.1 .052 0 .58 .16 1212.9 .000 .oo .65 1270.4 .000 .00 .O6 142.4 438.23 965.40 .09 151.2 438.14 1011.48 462.00 460.00 1136.99 2182.33 462.00 460.00 1052.22 2150.00 PAGE 51 3280 CROSS SECTION 30604.00 EXTENDED .01 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 30604.000 22.46 461.01 .00 .00 461.34 36200.0 .0 20512.5 15687.5 .0 3919.5 .44 .00 5.23 3.68 .000 .OS1 .001263 269. 220. 319. 2 0 KRATIO - 1.51 .33 .47 .03 461.00 4259.9 1312.3 159.2 461.00 .050 .000 438.55 1014.00 0 .00 1381.00 2395.00 16AUG96 13:44:14 SECNO DEPTH CWSEL CRIWS WSELK EG }IV Q QLOB QCH QROB ALOB ACE ABOB TIME VLOB VCE VROB XNL XNCE XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1490 NH CARD USED *SECNO 30958.000 1530 MANNINGS N VALUES FOR CHANNEL CO~4POSITED 3265 DIVIDED FLOW 3280 CROSS SECTION 30958.00 EXTENDED .41 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 30958.000 22.86 461.41 .00 .00 461.55 .14 36200.0 .0 4713.6 31486.4 .0 2156.0 10204.7 .47 .00 2.19 3.09 .000 .055 .042 .000337 303. 354. 302. 2 0 0 1490 NH CARD USED *SECNO 31335.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3280 CROSS SECTION 31335.00 EXTENDED .47 FEET CONVEY~CE CHANOE OUTSIDE OF ACCEPTABLE RA/~GE, 3302 WARNING: KRATIO - }IL OLOSS L-BANKELEV VOL T~A R-BANKELEV WTN ELMIN SSTA COP, AR TOPWID BNDST 1.94 .19 .02 461.00 1387.1 169.2 462.00 .000 438.55 1048.00 · 00 1421.05 2504.00 .51 31335.000 22.92 461.47 .00 .00 461.82 .35 , .21 .06 461.00 36200.0 .0 10525.4 25674.6 .0 1932.7 5787.5 1467.9 179.5 461.00 .49 .00 5.45 4.44 .000 .049 .042 .000 438.55 1037.00 .001321 377. 377. 344. 2 0 0 .00 1156.00 2193.00 CCHV- .500 CEHV- .700 *SECNO 32150.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCEOAC}~4ENT STATIONS- 3040.0 6180.0 TYPE- i TARGET- ~TJ~qCL= 470.00 ELENCR- 470.00 32150.000 24.35 461.35 459.95 .00 463.00 1.64 36200.0 682.2 27272.6 8245.2 423.5 2316.7 3291.2 .49 1.61 11.77 2.51 .055 .035 .055 .001832 160. 170. 180. 4 5 0 i 16AUG96 13:44:14 SECNO DEPTH C~SEL CRIWS WSELK EG }IV Q QLOB QCH QROB ALOB ACH ABOB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1490 NH CARD USED *SECNO 32200.000 3265 DIVIDBD FLOW 3301 HV CHANGED MORE THAN HVINS 3140.000 .27 .91 460.50 1495.8 186.1 460.00 .000 437.00 3040.00 .00 2053.18 5141.66 }IL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA COP, AR TOPWID ENDST PAGE 62 63 3370 NOP, MAL BRIDGE, NRD- 9 MIN ELTRD- 463.60 MAX ELLC- ******** 3470 ENCROACHMENT STATIONS- 3050.0 6260.0 TYPE- 1 TARGET- ~ELENCL- 470.00 ELF, NCR- 470.00 32200.000 25.56 460.56 .00 .00 465.15 4.59 36200.0 .5 32832.3 3367.2 1.0 1841.5 378.9 .49 .47 17.83 8.89 .055 .015 .022 .001751 50. 50. S0. 2 0 0 *SECNO 32230.000 3265 DIVIDED FLOW 3301 }IV CHANGED MORE THAN HVINS ~m~3370 NORMAL BRIDGE, NED- 9 iMIN RLTRD- 463.60 MAX ELLC- ******** 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3470 ENCROACHMENT STATIONS- 3050.0 6260.0 TYP~- I TARGET- ~ ELENCL- 470.00 ELENCR- 470.00 32230.000 28.79 463.79 459.20 .00 466.28 2.50 36200.0 1024.6 29655.7 5519.6 S78.1 2186.8 683.0 .50 1.77 13.56 ~.08 .0SS .015 .023 .001723 50. 50. 50. 24 16 0 CCHV- .100 C'RI-IV- .300 *SECNO 32250.000 1 ~tmu 16AU~96 13:44:14 3210.000 .09 2.06 461.50 1500.5 187.4 461.50 .000 435.00 3380.89 .00 202.51 4406.05 3210.000 .09 1.05 461.50 1503.7 187.9 461.50 .000 435.00 3050.00 -133.24 823.63 4958.63 SECNO DEPTH CWSET. CRIWS WSELK EG HV HL OLOSS L-BANK ELBV O 0LOB QCH QROB ALOB ACH AROB VOL TWA R-BANK TIME VLOB VCH VROB ~XNL XNCH XNR WTN RLMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ~'~3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANC~ CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3470 ENCROACHMENT STATIONS- 3040.0 6180.0 TYPE- ELENCL- 470.00 ELENCR- 470.00 32250.000 29.42 466.42 .00 .00 466.52 36200.0 3208.7 11661.9 21329.4 2246.3 2949.9 .50 1.43 3.95 1.50 .055 .045 .000247 1. -'1. 1. 3 0 1490 NH CARD USED ~-~*SECNO 32305.000 32305.000 28.75 466.45 .00 .00 466.54 36200.0 6537.4 9848.2 19814.4 5090.6 2727.7 .50 1.28 3.61 1.98 .055 .045 .000425 55. 55. 55. 2 0 1490 NH CARDUSED *SECRO 32725.000 32728.000 28.42 466.62 .00 .00 ,466.69 36200.0 12814.5 9118.9 14266.7 7997.9 2741.7 .57 1.60 3.33 1.50 .058 .045 .000266 380. 420. 520. 2 0 ,.-- 1490 Nil CARD USED *SECNO 33145.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 33145.000 28.33 466.73 .00 .00 466.79 36200.0 2674.0 16323.7 17202.2 3080.4 6674.1 ~.~ .62 .87 2.45 1.64 .051 .055 .000295 385. 420. 290. i 0 1490 NH CARD USED *SECNO 33470. 000 16AUG96 13:44:14 )(RATIO =. 2.64 I TARGET- 3140.000 .10 .00 .24 460.50 14245.9 1504.0 188.0 460.00 .055 .000 437.00 3040.00 0 .00 2913.10 5953.10 .09 .02 .00 465.00 ' 9986.8 1527.5 192.3 460.00 .054 .000 437.70 96.99 0 .00 3881.69 3978.68 .07 .15 .00 463.00 9509.9 1727.4 230.6 462.10 .055 .000 438.20 .00 0 .00 3679.05 3679.05 .06 .10 .00 460.64 10513.9 1888.4 260.1 460.00 · 055 .000 438.40 -175.00 0 .00 3714.63 3539.63 PAGE PAGE 64 65 SECNO DEPTH CWSEL CRIWS WSELK EG }tV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH TINE VLOB VCH I/ROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC 3280 CROSS SECTION 33470.00 I~CTENDED .77 FEET 33470.000 27.77 466.77 .00 .00 466.95 36200.0 4180.4 21626.5 10393.1 2838.6 5119.3 .64 1.47 4.22 1.42 .055 .043 .000571 315. 325. 260. 2 0 1490 NH CARD USED *SECNO 3~260.000 3280 CROSS SECTION 34260.00 EXTENDED 1.16 FEET '34260.000 28.36 467.16 .00 .00 467.37 36200.0 2171.7 30155.7 3872.6 1901.4 7644.6 .70 1.14 3.94 2.15 .055 .048 .000623 830. 790. 250. 2 0 1490 NH CARD USED *SECRO 34850.000 3280 CROSS SECTION 34850.00 EXTENDED 2.51 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 34850.000 28.22 467.52 .00 .00 467.99 36200.0 16382.6 19656.6 160.7 5364.7 2821.1 .73 3.05 6.97 1.90 .055 .045 .001628 520. 590. 640. i 1490 NH CARD USED *SECNO 34950.000 3280 CROSS SECTION 34950.00 EXTENDED .96 FEET 3302 WARNING= CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 34950.000 28.65 467.95 .00 .00 468~13 36200.0 22854.0 13159.9 186.1 9823.3 2854.9 .74 2.33 4.61 1.33 .054 .045 .000650 110. 100. 90. 2 0 16AUG96 13:44:14 AROB VOL TWA R-BANK ELEV ~ HTN ELMIN SSTA ICOB1T COP, AR TOPWID ~NDST .18 .12 .03 460.20 7335.0 2007.0 281.2 462.00 .100 .000 439.00 .00 0 .00 2537.00 2537.00 .21 .41 .01 461.20 1803.7 2194.1 313.8 464.00 .055 .000 438.80 .00 0 .00 1845.00 1845.00 KRATIO - .62 .48 .SS .08 464.30 84.S 2322.3 335.4 464.00 .0SS .000 439.30 .00 0 .00 1575.00 1575.00 KRATIO - 1.58 .17 .10 .03 464.30 140.0 2348.2 339.8 464.00 .055 .000 439.30 -380.00 0 .00 1955.00 1575.00 SECNO DEPTH CWSEL CRZWS WSELK EG HI/ HL OLOSS L-BANKRLEV Q QLOB QCH QROB ALOB ACH ABOB VOL TWA R-BANKELEV TINE VLOB VCH VROB XNL XNCH XNR WTN ~IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID ENDST 1490 Nil CARD USED *SECNO 36970.000 469.80 .31 1.63 .04 465.00 36970.000 29.49 469.49 .00 .00 36200.0 2749.2 14405.5 19045.3 1613.8 2348.4 6363.0 2884.8 424.5 465.00 .87 1.70 6.13 2.99 .060 .043 .059 .000 440.00 2339.96 .001029 2020. 2020. 2020. 2 0 0 .00 1700.47 4040.43 1490 NHCARDUSED *SECN0 38200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 38200.000 29.33 470.33 .00 .00 470.48 36200.0 8723.7 10992.2 16484.1 4579.0 2685.7 .97 1.91 4.09 2.85 .060 .045 .000413 1150. 1230. 950. 2 0 KRATIO - 1.58 .15 .67 .02 467.40 5788.2 3170.1 463.6 462.00 .055 .000 441.00 1341.65 0 .00 1501.69 2843.34 PAGE 66 1490 NH CARl) USED *SECNO 39290.000 .00 470.97 .21 .47 .02 464.00 39290.000 28.88 470.76 .00 36200.0 6211.8 13179.7 16808.5 2851.8 2739.3 5737.4 3468.4 495.6 460.00 1.06 2.18 4.81 2.93 .054 .044 .0SS .000 441.88 1054.70 .000462 980. 1090. 1110. 2 0 0 .00 1160.59 2215.30 1490 NH CARD USED *SECNO 39440.000 3301 HV CHA~GED MOR~ THAN HVTNS 3302 WARNING: CONVEYANCE CH~/qGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .53 39440.000 28.!54 470.54 .00 .00 471.29 .75 .16 .16 464.00 36200.0 6383.4 19068.4 10748.2 1746.7 2109.4 3334.0 3513.9 501.0 462.50 1.07 3.65 9.04 3.22 .055 .045 .060 .000 442.00 3738.86 .001619 150. 150. 280. 2 0 0 .00 1016.93 4755.79 1490NH CARD.USED 1 ~ 16AUG96 [3:44:14 SECNO DEPTH CWSEL CRIWS WSELK EG }IV }IL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH ~J~OBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 39490.000 3265 DIVIDED FLOW 39490.000 28.73 470.73 .00 .00 471.38 .65 .07 .01 467.50 36200.0 7609.5 27833.5 757.0 1738.6 3988.4 307.3 3521.4 502.0 468.50 1.07 4.38 6.98 2.46 .045 .045 .045 .000 442.00 3772.30 .001344 SO. 50. 50. 2 0 0 .00 658.10 4651.59 1490 NH CARD USED *SECNO 39540.000 39540.000 28.85 470.85 .00 .00 471.45 .60 .07 .00 464.00 _. 36200.0 6180.1 17491.5 12528.4 1840.0 2143.3 3521.3 3529.2 503.0 462.50 1.07 3,36 8.16 3.56 .055 .045 .050 .000 442.00 3736.01 .001292 50. 50. 50. 2 0 0 .00 1023.27 4759.28 1490 NH CARD USED *SECNO 40650.000 40650.000 32.24 472.24 .00 .00 472.85 .62 1.40 .01 464.80 36200.0 8764.1 15567.3 11868.6 2893.6 1852.0 2556.6 3712.0 527.9 457.80 1.12 3.03 8.41 4.64 .060 .045 .045 .000 440.00 4202.29 .001337 1400. 1110. 800. 2 0 0 .00 993.49 5195.79 1490 NH CARD USED *SECN048000.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCHPTANLE RANGE, 48000.000 30.54 476.14 .00 .00 '476.26 36200.0 15900.7 76~9.8 12689.5 6933.2 1670.8 1.68 2.29 4.55 1.92 .055 .045 .000371 5700. 7350. 2900. 3 0 1490 NH CARD USED *SECNO 51350.000 51350.000 30.94 477.44 .00 .00 477.53 36200.0 21832.8 14218.0 149.1 12182.8 4422.3 2.10 1.79 3.22 1.11 .054 .045 .00034¢ 3600. 3350. 3700. 3 0 KRATIO - 1.90 .12 3.36 .05 457.00 6604.9 4957.1 670.7 466.50 .060 .000 445.60 1577.37 0 .00 1776.35 3353.72 .09 1.26 .00 470.30 134.9 6267.6 845.3 470.20 .058 .000 446.50 2099.38 0 .00 2452.88 4552.26 PAGE 67 1 1~AUG96 13:44:14 SECNO DEPTH CWSEL CRIWS WSELK EG Q QLOB QCH QROB Al, OB , ACH TIME VLOB VCH VROB ~ XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC 1490 NH CARD USED *SECNO 53350.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 53350.000 29.88 477.88 .00 .00 477.93 36200.0 26112.3 8039.7 2048.0 21019.6 2392.7 2.38 1.24 3.36 .98 .051 .045 .000161 1650. 2000. 1750. 2 0 HV HL OLOSS L-BANK EL~V AROB VOL TWA R-BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST KRATIO - 1.46 .06 .40 .00 456.00 2087.4 7097.5 974.2 467.00 .058 .000 448.00 1868.71 0 .00 4228.84 6097.55 PAGB 68 1490 NH CARD USED *SECNO 55590.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, ](RATIO - .45 55590.000 25.99 478.39 .00 .00 478.63 .24 .64 .05 470.00 36200.0 24046.4 10900.6 1253.0 10696.4 1752.1 599.6 8000.0 1125.9 472.00 2.55 2.25 6.22 2.09 .060 .045 ~060 .000 452.40 2161.04 .000808 2000. 2240. 2200. 2 0 0 .00 2300.52 4461.56 1490 NH CARD USED *SECNO 56940.000 56940.000 30.30 479.30 .00 .00 479.47 .16 .83 .01 462.00 36200.0 25404.1 9137.6 1658.4 12081.0 1695.2 1018.S 8403.S 1196.2 474.00 2.67 2.10 5.39 1.63 .052 .045 .058 .000 449.00 2062.27 .000538 1250. 1350. 1250. 2 0 0 .00 2585.62 4647.89 i 16AUG96 13:44:14 P/~E 69 THIS RUN EXECUTED 16AUG96 13:44:15 HEC-2 WATER SURFACE PROFILES Version 4.6.21 May 1991 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NU~4BER INDICATES MESSAGE IN SUt~4ARY OF ~RORS LIST DENTON CREEK, TEXAS S%%94ARY PRINTOUT TABLE 110 SEC~qO CWSEL DIFKWS EG TOPWID QI~OB 25530.000 451.01 25530.000 452.29 25530.000 453.52 25530.000 455.89 .00 451.44 216.69 .00 452.99 226.37 .00 454.25 235.67 .00 457.48 248.00 25770.000 451.29 25770.000 452.74 25770.000 453.97 25770.000 456.85 .00 451.57 253.17 .00 453.18 263.69 .00 454.44 272.69 .00 457.83 285.00 * 26830.000 451.71 .00 452.16 256.77 26830.000 453.40 .00 453.94 1104.81 26830.000 454.69 _. .00 455.09 1199.25 26830.000 458.31 .00 458.61 1516.80 26880.000 451.88 26880.000 453.51 26880.000 454.71 26880.000 458.55 ' .00 452.21 292.57 .00 454.00 322.64 .00 455.17 1173.21 .00 458.77 1710.09 27165.000 452.17 27165.000 454.03 27165.000 455.24 * 27165.000 458.80 .00 452.40 1255.42 .00 454.19 1362.34 .00 455.35 1418.55 .00 458.91 1604.14 * 27449.000 452.45 27449.000 454.21 27449.000 455.35 27449.000 458.88 .00 452.54 1170.49 .00 454.29 1417.15 .00 455.43 1551.59 .00 458.97 1740.59 27748.000 452.55 27748.000 454.29 27748.000 455.42 27748.000 458.93 .00 452.62 1345.54 .00 454.37 1404.20 .00 455.49 1445.81 .00 459.03 1691.04 i 16AUG96 13:44:14 SECNO CWSEL DIFKWS EG TOPWID 27992.000 452.61 27992.000 454.35 27992.000 455.48 27992.000 458.99 .00 452.70 1257.10 .00 454.44 1310.22 .00 455.55 1344.42 .00 459.09 1468.71 28168.000 452.69 .00 452.74 1210.32 .00 12800.00 .00 18200.00 .00 20600.00 .39 36199.61 .00 12800.00 .00 18200.00 .00 20600.00 .08 36199.93 .00 13300.00 QROB PERENC STENCL STC~L STCH~ STENCR .00 248.00 2494.00 2495.20 2742.67 2742.00 .00 248.00 2494.00 2495.20 2742.67 2742.00 · 00 248.00 2494.00 2495.20 2742.67 2742.00 .00 248.00 2494.00 2495.20 2742.67 2742.00 .00 285.00 2495.00 2495.20 2780.00 2780.00 .00 285.00 2495.00 2495.20 2780.00 2780.00 .00 285.00 2495.00 2495.20 2780.00 2780.00 .00 285.00 2495.00 2495.20 2780.00 2780.00 .00 2581.00 2619.00 2619.58 3100.00 5200.00 .00 17809.16 1090.84 2581.00 2619.00 2619.58 3100.00 5200.00 .00 18285.60 3014.40 2581.00 2619.00 2619.58 3100.00 5200.00 · 18 24509.63 11690.19 2581.00 2619.00 2619.58 3100.00 5200.00 .00 13300.00 .00 .00 · 00 18900.00 .00 .00 .00 20894.04 405.96 .00 · 00 22981.99 13218.01 .00 · 00 1012.00 1585.00 .00 · 00 1012.00 1585.00 .00 · 00 * 101~.00 1585.00 .00 ~ · 00 1012.00 1585.00 .00 .00 7998.49 5301.51 .00 · 00 8509.23 10390.77 .00 .00 7005.48 14294.52 .00 .00 7182.69 29017.30 .00 · 00 985.00 1308.00 .00 · 00 985.00 1308.00 .00 · 00 985.00 1308.00 .00 ~ · 00 985.00 1308.00 .00 .00 6346.40 6953.60 .00 .00 7298.35 11601.65 .00 · 00 6474.64 14825.36 .00 .00 8413.46 27786.54 .00 .00 1014.00 1534.00 .00 .00 1014.00 1534.00 .00 .00 1014.00 1534.00 .00 ~ .00 1014.00 1534.00 .00 .00 5983.33 7316.67 .00 .00 6833.15 12066.85 .00 .00 6740.86 14559.14 .00 .00 7106.93 29093.07 .00 .00 1071.00 1606.00 .00 .00 1071.00 1606.00 .00 .00 1071.00 1606.00 .00 ~ .00 1071.00 1606.00 .00 QLOB QCH QROB · 00 7984.99 5315.01 .00 9578.19 9321.81 .00 8458.92 12841.08 .00 10869.34 25330.66 .00 4904.60 8395.40 PAGE 70 PERENC STENCL STCHL STCHR STENC~ .00 .00 .00 .00 .00 1041.00 1543.00 .OC .00 1041.00 1543.00 .OC .00 1041.00 1543.00 .OC .00 1041.00 1543.00 .06 .00 .00 1021.00 1419.00 .OC 28168.000 454.42 28168.000 455.53 28168.000 459.04 28492.000 452.74 28492.000 454.47 28492.000 455.57 28492.000 459.08 28720.000 452.80 28720.000 454.52 28720.000 455.62 28720.000 459.12 * 28890.000 452.80 * 28890.000 454.55 * 28890.000 455.65 28890.000 459.15 29124.000 452.85 29124,000 '454.53 29124,000 455,70 29124,000 459,25 29651,000 453,50 29651,000 455.22 29651,000 456,24 29651,000 459,65 29831,000 453.65 29831,000 455,34 29831,000 456,33 29831,000 459.73 * 30027,000 453,68 * 30027.000 455.38 * 30027.000 456.38 * 30027.000 459.75 30384.000 453.95 30384.000 455.78 30384,000 456.74 * 30384.000 460.20 16AUG96 13:44:14 .00 454.48 1269,55 .00 455.59 1313,08 ,00 459,12 1463,68 .00 452.80 1114,02 .00 454.54 1177,01 .00 455,64 1220.21 ,00 459,18 1372.92 .00 452,88 1024,32 · 00 454.61 1064.62 .00 455,71 1095,73 ,00 459,25 1217,36 .00 452,99 1019.57 ,00 454.71 1049,40 ,00 455,78 1077.65 ,00 459.32 1172.57 .00 453.27 540,02 .00 455,00 945,77 .00 456,03 984.06 ,00 459,51 1166,19 .00 453,67 841,65 .00 455,39 942,76 .00 456,39 1020.00 ,00 459,81 1597,87 .00 453.77 727.21 .00 455.49 825.86 .00 456.48 857.57 ,00 459,89 1561,92 .00 453.95 555,16 .00 455,69 627,76 .00 456,67 680,98 ,00 460,11 965.40 ,00 454.42 325,16 · 00 456,35 384,19 ,00 457,32 429.26 · 00 460.84 1011,48 ,00 5856.45 13043.55 .00 .00 5923,54 15376.46 .00 .00 7734.27 28465.73 .00 ,00 5006,55 8293,45 .00 ,00 6019,54 12880.46 .00 ,00 6096,39 15203,61 .00 ,00 8009,23 28190.77 .00 ,00 5911,16 7388.84 .00 ,00 7147.71 11752,29 .00 ,00 7338.39 13961,61 .00 .00 9935,91 26264,09 ,00 ,00 8561,37 4738.63 2526.00 ,00 9547,67 9352,33 2526,00 ,00 9353,65 11946,35 2526,00 ,00 11678,25 24521,76 2526,00 .00 13045,19 254.81 ,00 ,00 16893,40 2006,60 ,00 ,00 16547,19 4752,81 ,00 ,00 20273,36 15926,64 ,00 .00 9521.14 3778.86 .00 .00 11421.57 7478.43 .00 ,00 11744,22 9555.78 ,00 ,00 14812,16 21387,84 .00 .00 7498.20 5801.80 .00 .00 9442.72 9457.28 .00 · 00 10000,05 11299,95 ,00 · 00 13612,30 22587,70 .00 · 00 10268,69 3031,31 ,00 ,00 12971,14 5928,86 ,00 ,00 13549,02 7750,98 ,00 ,00 19570,11 16629,89 ,00 · 00 11557,92 1742,08 ,00 · 00 15413,09 3486,91 ,00 ,00 17098,64 4201,36 .00 .,00 26476,39 9723,60 ,00 · 00 1021,00 1419,00 ,00 · 00 1021,00 1419,00 ,00 ,00 1021,00 1419,00 ,00 · 00 1215,00 1605,00 ,00 · 00 1215,00 1605.00 .00 ,00 1215.00 1605,00 ,00 .00 1215,00 1605,00 ,00 .00 1280,00 1689,00 ,00 ,00 1280.00 1689.00 ,00 ,00 1280,00 1689,00 ,00 · 00 1280,00 1689,00 ,00 .00 1289,00 1696,00 2526,00 .00 1289,00 1696,00 2526,00 · 00 1289,00 1696,00 2526,00 .00 1289,00 1696,00 2526,00 ,00 1264,00 1620,00 ,00 ,00 1264,00 1620,00 ,00 · 00 1264,00 1620,00 ,00 · 00 1264,00 1620,00 ,00 · 00 1168,00 1615,00 ,00 · 00 1168,00 1615,00 ,00 ,00 1168.00 1615,00 ,00 · 00 1168,00 1615,00 ,00 · 00 1147,00 1570,00 ,00 · 00 1147,00 1570,00 .00 ,00 1147,00 1570,00 ,00 ,00 1147,00 1570,00 ,00 ,00__ 1128,00 1525,00 ,00 · 00 1128,00 1525,00 ,00 ,00 1128.00 1525,00 ,00 ,00 1128,00 1525,00 ,00 ,00 1045,00 1447,00 .00 .00 1045,00 1447,00 ,00 ,00 1045,00 1447,00 ,00 ~ ,00 1045,00 1447,00 ,00 PAGE 71 SECNO CWSBL DIFI~S EG TOPWID 30604,000 454,33 30604,000 456.44 30604,000 457.42 * 30604,000 461,01 * 30958,000 454,95 * 30958.000 457,03 * 30958,000 457,93 * 30958,000 461,41 * 31335,000 454,23 * 31335,000 456,64 * 31335.000 457.83 * 31335,000 461,47 * 32150,000 456,60 * 32150,000 456,99 32150,000 457,91 32150.000 461,35 32200,000 456,50 32200,000 456.80 32200,000 457,71 32200,000 460,56 32230,000 456,54 32230,000 456,98 32230,000 457,91 32230,000 463,79 32250,000 457,58 32250,000 459,11 32250,000 460,31 32250,000 466,42 * 32305,000 457,39 * 32305,000 458,94 * 32305,000 460,15 32305,000 466,45 .00 454,78 447,02 .00 456.87 721,55 · 00 457,80 825,02 · 00 461.34 1381,00 ,00 455,08 831,58 ,00 457,14 1035,29 .00 458,04 1140.63 ,00 461.55 1421,05 .00 456.41 332,36 .00 457,81 953,24 .00 458.49 1022.21 .00 461.82 1156.00 .00 457,45 242.69 .00 458.60 253,67 QLOB (}CH (}ROB .00 11002.26 2297.74 .00 14003.59 4896.41 .00 14980.47 6319.53 .00 20512.48 15687.52 .00 3826,59 9473,41 .00 3454,15 15445,85 ,00 3542,99 17757,01 .00 4713,60 31486,40 ,00 11723,24 1576,'76 ,00 12454,94 6445,06 .00 11147,37 10152,63 .00 10525.38 25674.62 PERENC STENCL STCHL STCHR STENCR .00 .00 1014,00 1350,00 .00 ,00 ,00 1014,00 1350,00 ,00 ,00 ,00 1014,00 1350,00 ,00 ,00 ,00 1014,00 1350,00 ,00 ,00 .00 1048,00 1285,00 ,00 .00 ,00 1048,00 1285,00 ,00 ,00 ,00 1048,00 1285,00 ,00 ,00 ,00 1048.00 1285,00 ,00 ,00 .00 1037,00 1204,00 ,00 ,00 ,00 1037,00 1204,00 ,00 .00 ,00 1037,00 1204,00 ,00 .00 .00 1037.00 1204,00 .00 · 00 13029,12 270,88 3140,00 3040,00 3400,00 3525,00 6180,00 ,00 18413,92 486,08 3140,00 3040,00 3400,00 3525,00 6180,00 · 00 459,64 375.99 .00 20414,29 885,70 3140,00 3040,00 3400,00 3525,00 6180,00 · 00 463.00 2053.18 682,16 27272,62 8245,22 3140,00 3040.00 3400,00 3525,00 6180,00 ,00 457,80 153.82 .00 12521,37 778,63 3210.00 3050,00 3390,50 3539.50 6260,00 ,00 459,29 156.84 .00 17736,25 1163,75 3210.00 3050,00 3390,50 3539.50 6260,00 ,00 460,36 165,96 ,00 19803,74 1496,26 3210,00 3050,00 3390,50 3539.50 6260,00 ,00 465,15 202,51 ,49 32832,32 3367,19 3210,00 3050.00 3390,50 3539,50 6260,00 ,00 457.84 154,20 ,00 12516,32 783.68 3210,00 3050.00 3390,50 3539,50 6260,00 ,00 459.38 158,65 ,00 17702,58 1197,42 3210.00 3050,00 3390,50 3539,50 6260,00 ,00 460.46 168.00 .00 19764.42 1535.58 3210,00 3050,00 3390,50 3539,50 6260.00 .00 466.28 823.63 1024.61 29655.74 5519.65 3210,00 3050,00 3390,50 3539,50 6260,00 ,00 457.93 290,55 ,00 8978,24 421,76 3140,00 3040,00 3400,00 3525,00 6180.00 ,00 459,58 951,58 1,17 11814,65 1384,18 3140,00 3040,00 3400,00 3525,00 6180,00 .00 460.68 1263.17 116.95 11910.53 2872.52 3140,00 3040.00 3400,00 3525,00 6180,00 ,00 466.52 2913.10 3208,71 11661,86 21329,44 3140,00 3040,00 3400,00 3525,00 6180.00 .00 458,11 264,81 ,00 7956,56 1443,44 ,00 ,00 2110,00 2325,00 ,00 ,00 459.77 320.89 ,00 10433,99 2766,01 ,00 ,00 2110,00 2325,00 .00 .00 460,85 506.02 ,00 11155,87 3744,13 .00 ,00 2110,00 2325,00 ,00 .00 466,54 3881.69 6537,39 9848,21 19814,40 .00 .00 2110,00 2325,00 .00 * 32725.000 458.52 * 32725.000 460.20 * 32725.000 461.22 32725.000 466.62 33145.000 458.90 33145.000 460.59 33145.000 461.54 33145.000 466.73 .00 458.72 484.45 3021.86 6148.58 229.56 .00 460.43 1048.82 4932.88 7683.60 583.53 · 00 461.40 1940.23 5689.44 7775.48 1435.07 · 00 466.69 3679.05 12814.48 9118.86 14266.66 .00 459.06 379.70 .00 9400.00 .00 · 00 460.77 1817.49 .00 12654.97 545.03 .00 461.67 2065.53 54.80 12741.79 2103.41 .00 466.79 3714.63 2674.04 16323.75 17202.22 i 16AUG96 13:44:14 SECNO CWSEL DIFKWS 33470.000 459.09 33470.000 460.81 33470.000 461.70 33470.000 466.77 34260.000 459.72 34260.000 461.46 34260.000 462.27 34260.000 467.16 * 34850.000 459.91 * 34850.000 461.57 * 34850.000 462.31 * 34850.000 467.52 34950.000 460.15 34950.000 462.28 * 34950.000 463.41 * 34950.000 467.95 * 36970.000 463.64 * 36970.000 465.53 36970.000 465.99 36970.000 469.49 * 38200,000 464.48 * 38200.000 466.22 * 38200.000 466.70 * 38200.000 470.33 39290.000 464.77 39290.000 466.49 39290.000 466.99 39290.000 470.76 EG TOPWID QLOB QCH QROB .00 459.34 664.77 .00 8798.23 601.77 .00 461.06 1126.62 78.10 11476.21 1645.69 · 00 461.92 1465.11 272.53 12217.77 2409.71 · 00 466.95 2537.00 4180.44 21626.49 10393.07 .00 459.85 419.11 .00 9400.00 .00 · 00 461.62 538.49 .02 13199.98 .00 .00 462.44 588.43 1.00 14899.00 .00 .00 467.37 1845.00 2171.66 30155.69 3872.65 ~00 460.66 131.44 .00 9400.00 .00 .00 462.64 153.19 .00 13200.00 .00 .00 463.49 168.62 .00 14900.00 .00 .00 467.99 1575.00 16382.61 19656.65 160.74 .00 460.88 130.00 .00 9400.00 .00 .00 462.94 1104.50 1453.51 11746.49 .00 .00 463.80 1658.14 4004.18 10895.82 .00 .00 468.13 1955.00 22854.00 13159.93 186.08 .00 463.98 693.74 .00 7512.20 2487.80 .00 465.79 992.30 2.26 8479.93 5317.81 .00 466.25 1085.00 11.72 9157.78 6430.50 .00 469.80 1700.47 2749.19 14405.48 19045.34 .00 464.55 1122.67 826.31 4705.17 4468.52 .00 466.29 1192.92 1939.92 5557.89 6302.19 .00 466.78 1222.53 2431.15 5966.77 7202.09 .00 470.48 1501.69 8723.70 10992.23 16484.07 .00 464.87 930.81 458.06 5617.88 3924.06 .00 466.58 1003.07 1158.84 6683.97 5957.19 .00 467.09 1026.91 1486.13 7263.74 6850.14 .00 470.97 1160.59 6211.76 13179.73 16808.50 * 39440.000 464.48 .00 465.13 592.85 150.11 9576.66 273.23 * 39440.000 466.21 .00 466.84 801.82 965.31 11362.08 1472.61 * 39440.000 466.71 -. .00 467.36 848.14 1348.74 12193.73 2057.53 * 39440.000 470.54 .00 471.29 1016.93 6383.35 19068.40 10748.25 39490.000 464.99 39490.000 466.65 39490.000 467.15 39490.000 470.73 .00 465.22 475.57 359.82 9637.21 2.97 .00 466.92 533.97 1322.77 12434.16 43.07 .00 467.44 551.15 1769.88 13759.38 70.74 .00 471.38 658.10 7609.52 27833.51 756.97 39540.000 464.61 39540.000 466.54 39540.000 467.05 39540.000 470.85 .00 465.37 642.92 229.19 9193.88 476.93 .00 467.04 834.82 1078.23 10654.02 1967.75 .00 467.55 872.92 1449.78 11279.07 2671.15 .00 471.45 1023.27 6180.07 17491.54 12528.39 16AUG96 13:44:14 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB 40650.000 466.07 40650.000 467.68 40650.000 468.20 40650.000 472.24 48000.000 468.76 48000.000 470.14 48000.000 470.69 * 48000.000 476.14 51350.000 469.54 * 51350.000 471.33 51350.000 472.00 51350.000 477.44 53350.000 469.83 .00 466.32 621.77 138.45 5649.62 811.93 .00 467.92 793.20 770.13 6557.73 1772.14 .00 468.43 826.54 1078.82 6899.89 2221.29 .00 472.85 993.49 8764.10 15567.30 11868.60 .00 468.85 1293.68 1434.70 3305.32 559.98 .00 470.22 1485.76 2699.24 3841.48 1459.28 .00 470.78 1538.61 3511.74 4258.03 2030.23 .00 476.26 1776.35 15900.68 7609.80 12689.53 .00 469.62 673.65 119.84 3880.16 .00 .00 471.40 1382.92 1666.06 5332.73 1.21 .00 472.08 1438.65 2838.26 6557.36 4.37 .00 477.53 2452.88 21832.85 14218.03 149.13 .00 469.88 333.70 721.22 3272.27 6.50 .00 .00 .00 .00 .00 .00 .00 .00 · 00 1940.00 2110.00 · 00 1940.00 2110.00 · 00 1940.00 2110.00 · 00 1940.00 2110.00 .00 1390.00 1935.00 · 00 1390.00 1935.00 .00 1390.00 1935.00 .00 1390.00 1935.00 .00 .00 .00 ~ .00 .00 .00 .00 ~ .00 PAGE 72 PERENC STENC% .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 STCHL .00 .00 .00 .00 .00 .00 .00 .00 STCHR ST~NCIt .00 1135.00 1560.00 .00 1135.00 1560.00 · 00 1135.00 1560.~0 .00 1135.00 1560.00 .00 868.00 1520.00 · 00 868.00 1520.00 .00 868.00 1520.00 · 00 868.00 1520.00 .00 1310.00 1533.00 · 00 1310.00 1533.00 · 00 1310.00 1533.00 · 00 1310.00 1533.00 .00 1310.00 1520.00 .00 1310.00 1520.00 .00__ 1310.00 1520.00 · 00 1310.00 1520.00 .00 2900.00 3060.00 · 00 2900.00 3060.00 · 00 2900.00 3060.00 · 00 2900.00 3060.00 .00 2100.00 2270.00 .00 2100.00 2270.00 .00 2100.00 2270.00 .00 2100.00 2270.00 .00 1525.00 1675.00 .00 1525.00 1695.00 .00 1525.00 1675.00 .00 1525.00 1675.00 .00 4040.00 4150.00 .00 4040.00 4150.00 .00 4040.00 4150.00 .00 4040.00 4150.00 .00 4030.00 4310.00 .00 4030.00 4310.00 .00 '4030;00 4310.00 .00 4030.00 4310.00 .00 4040.00 4150.00 .00 4040.00 4150.00 .00 4040.00 4150.O0 .00 4040.00 4150.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 PERENC STENCL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 PAGE 73 STCHL STCHR STENCR .00 4730.00 4815.00 .00 .00 4730.00 4815.00 .00 ~ .00 4730.00 4815.00 .00 .00 4730.00 4815.00 .00 .00 2370.00 244S.00 .00 .00 2370.00 2445.00 .00 m,~ .00 2370.00 2445.00 .00 .00 2370.00 2445.00 .00 .00 4160.00 4515.00 .00 .00 4160.00 4515.00 .00 ~ .00 4160.00 4515.00 .00 .00 4160.00 4515.00 .00 .00 5570.00 5670.00 .00 * 53350.000 471.81 * 53350.000 472.57 * 53350.000 477.88 * 55590.000 470.17 * 55590.000 472.33 * 55590.000 473.25 * 55590.000 478.39 56940.000 470.92 56940.000 473.52 56940.000 474.50 56940.000 479.30 i 16A(X396 13:44 = 14 DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 150 .00 471.91 1389.42 1888.77 5076.98 34.25 .00 472.68 2182.61 3181.59 6153.32 65.10 .00 477.93 4228.84 26112.25 8039.73 2048.01 .00 .00 .00 .00 SECNO XLCH ELl'RD 25530.000 .00 .00 25530.000 .00 .00 25530.000 .00 .00 25530.000 .00 .00 25770.000 240.00 .00 25770.000 240.00 .00 25770.000 240.00 .00 25770.000 2%0.00 .00 * 26830.000 1010.00 .00 26830.000 1010.00 .00 26830.000 1010.00 .00 26830.000 1010.00 .00 26880.000 50.00 .00 26880.000 50.00 .00 26880.000 50.00 .00 26880.000 50.00 .00 27165.000 284.00 .00 27165.000 284.00 .00 27165.000 284.00 .00 ~--' * 27165.000 284.00 .00 * 27449.000 284.00 .00 27449.000 284.00 .00 27449.000 284.00 .00 27449.000 284.00 .00 27748.000 299.00 .00 27748.000 299.00 .00 27748.000 299.00 .00 27748.000 299.00 .00 27992.000 244.00 .00 27992.000 244.00 .00 27992.000 244.00 .00 27992.000 244.00 .00 28168.000 176.00 .00 28168.000 176.00 .00 28168.000 176.00 .00 ~--~ 28168.000 176.00 .00 i 16AUG96 13:44:14 SEC:NO XLCH ET.,TRD ELLC 28492.000 324.00 .00 28492.000 324.00 .00 28492.000 324.00 .00 28492.000 324.00 .00 28720.000 228.00 .00 28720.000 228.00 .00 28720.000 228.00 .00 28720.000 228.00 .00 * 28890.000 170.00 .00 * 28890.000 170.00 .00 * 28890.000 170.00 .00 470.41 88.88 .00 4000.00 .00 472.76 1167.94 441.28 6558.40 .32 473.67 1412.63 1865.85 7513.38 20.77 478.63 2300.52 24046.41 10900.58 1253.01 .00 471.10 170.43 334.85 3665.15 .00 .00 473.79 876.02 1348.35 5650.60 1.06 .00 474.79 1465.27 2736.91 6635.63 27:46 .00 479.47 2585.62 25404.05 9137.55 1658.39 .00 ,00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELJaC ELMIN Q CWSSb CRIWS .00 434.40 12800.00 451.01 .00 .00 434.40 18200.00 452.29 .00 .00 434.40 20600.00 453.52 .00 .00 434.40 36200.00 455.89 .00 .00 434.60 12800.00 451.29 .00 434.60 18200.00 452.74 .00 434.60 20600.00 453.97 .00 434.60 36200.00 456.85 .00 436.30 13300.00 451.71 .00 436.30 18900.00 453.40 .00 436.30 21300.00 454.69 .00 436.30 36200.00 458.31 .00 436.20 13300.00 451.88 .00 436.20 18900.00 453.51 · 00 436.20 21300.00 454.71 .00 436.20 36200.00 458.55 .00 436.10 13300.00 452.17 .00 436.10 18900.00 454.03 .00 436.10 21300.00 455.24 .00 436.10 36200.00 458.80 .00 435.60 13300.00 452.45 .00 435.60 18900.00 454.21 .00 435.60 21300.00 455.35 · 00 435.60 36200.00 458.88 .00 435.20 13300.00 452.55 · 00 435.20 18900.00 454.29 .00 435.20 21300.00 455.42 .00 435.20 36200.00 458.93 · 00 435.60 13300.00 452.61 · 00 435.60 18900.00 454.35 · 00 435.60 21300.00 455.48 · 00 435.60 36200.00 458.99 .00 436.60 13300.00 452.69 .00 436.60 18900.00 454.42 .00 436.60 21300.00 455.53 · 00 436.60 36200.00 459.04 451.44 452.99 454.25 457.48 .00 451.57 .00 453.18 · 00 454.44 .00 457.83 .00 452.16 · 00 453.94 .00 455.09 · 00 458.61 · 00 452.21 · 00 454.00 .00 455.17 · 00 458.77 .00 452.40 .00 454.19 .00 455.35 .00 458.91 .00 452.54 .00 454.29 .00 455.43 .00 458.97 .00 452.62 .00 454.37 .00 455.49 .00 459.03 .00 452.70 .00 454.44 .00 455.55 .00 459.09 .00 452.74 .00 454.48 .00 455.59, .00 459.12 E~4IN O CWSBL CRIWS EG .00 436.30 13300.00 452.74 .00 436.30 18900.00 454.47 .00 436.30 21300.00 455.57 .00 436.30 36200.00 459.08 .00 436.80 13300.00 452.80 .00 436.80 18900.00 454.52 .00 436.80 21300.00 455.62 .00 436.80 36200.00 459.12 .00 437.10 13300.00 452.80 .00 437.10 18900.00 454.55 .00 437.10 21300.00 455.65 .00 452.80 .00 454.54 .00 455.64 .00 459.18 .00 452.88 .00 454.61 .00 455.71 .00 459.25 10*KS 6.28 9.33 9.06 16.69 3.67 5.33 5.25 8.99 10.17 7.89 5.80 6.74 8.51 7.62 11.24 7.00 4.65 3.89 2.97 3.08 2.83 2.48 2.01 2.69 2.43 1.97 1.96 2.47 2.21 2.26 2.11 1.83 1.75 1.50 1.51 · 00 5570.00 5670.00 .00 .00 5570.00 5670.00 .00 .00 5570.00 5670.00 .00 · 00 4250.00 4340.00 .00 · 00 4250.00 4340.00 .00 .00 4250.00 4340.00 .00 · 00 4250.00 4340.00 .00 .00 4335.00 4415.00 .00 · 00 4335.00 4415.00 .00 · 00 4335.00 4415.00 .00 ,00 4335.00 4415.00 .00 PAGE 74 10*KS 1.98 1.93 1.67 1.72 2.83 2.72 2.31 2.32 · 00 452.99 7.67 · 00 454.71 6.34 .00 455.78 5.10 VCH AR~A .01K 5.26 2433,14 5105.79 6.70 2716.70 5957.31 6.86 3000.97 6843.65 10.12 3577.77 8860.49 4.21 3038.09 6682.62 S.34 3411.19 7884.46 5.50 3742.11 8992.90 7.95 4551.38 12075.56 5.40 2464.86 4602.21 6.07 3977.25 5927,09 5.48 5477.10 7583.05 5.15 10273.40 15029.79 4.62 2875.93 5122.77 5.59 3378.64 6478.99 5.53 4341.02 7717.00 4.25 10017.14 10799.85 4.73 4397.73 5028.57 4.18 6830.90 8769.29 3.07 8518.81 10794.94 2.31 13788.93 20993.43 2.61 5788.23 7572.46 2.52 8109.07 11241.65 1.99 9814.38 13531.77 1.71 15747.87 25537.71 2.49 6257.29 8104.71 2.39 8657.44 12122.07 2.13 10267.72 15167.97 1.60 15662.89 25853.45 2.87 6341.18 8456.04 2.91 8574.51 12704.22 2.32 10070.53 14159.87 2.22 14983.22 24924.34 2,05 7281.66 9820.41 2.06 9422.91 14271.77 1.88 10846.48 17409.68 1.77 15731.42 29417.87 PAGE 75 ~ .01K 2.13 6873.19 9453.20 2.16 8847.05 13592.46 1.98 10160.06 16479.82 1.87 14734.64 27630,92 2.55 5951.54 7903.8] 2.59 7750.48 11463.7~ 2.40 8935.39 14007.1~ 2.37 12978.79 23754.9E 3.99 4363.35 4801.9( 3.71 6173.07 7508.9! 3.26 7339.11 9432.74 28890.000 170,00 29124.000 234.00 29124,000 234,00 29124.000 234.00 29124,000 234,00 29651,000 527.00 29651.000 527.00 29651.000 527,00 29651,000 527,00 29831,000 180,~0 29831.000 180.00 29831,000 180,00 29831,000 180,00 * 30027,000 196,00 * 30027.000 196,00 * 30027.000 196.00 * 30027.000 196.00 30384,000 357,00 30384,000 357,00 30384,000 357,00 * 30384,000 357,00 30604.000 220,00 30604,000 220,00 30604,000 220,00 * 30604.000 220.00 * 30958.000 354,00 * 30958,000 354.00 * 30958,000 354,00 * 30958.000 354,00 I 16AUG96 13:44:14 SECNO XLCH * 31335.000 377.00 * 31335.000 377.00 * 31335.000 377.00 * 31335.000 377.00 * 32150.000 170.00 * 32150.000 170,00 32150,000 170,00 32150,000 170,00 32200.000 50,00 32200,000 SO.O0 32200,000 50,00 32200.000 50,00 32230,000 50,00 32230.000 SO,O0 32230,000 50,00 * 32230,000 50.00 * 32250,000 1.00 32250,000 1,00 32250,000 1,00 * 32250,000 1.00 * 32305,000 55.00 * 32305.000 55,00 * 32305,000 55,00 32305,000 55,00 * 32725,000 420,00 * 32725,000 420,00 * 32725,000 420.00 32725,000 420,00 33145,000 420,00 33145,000 420,00 33145,000 420,00 33145,000 420.00 33470,000 325,00 33470,000 325,00 33470,000 325,00 33470,000 325,00 34260.000 790.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ,00 ,00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELTRD ELLC .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 463,60-999999,00 4-63,60-999999,00 463,60-999999,00 463,60-999999,00 463,60-999999,00 463,60-999999,00 463,60-999999,00 463.60-999999.00 .00 ,00 .00 .00 .00 .00 .00 .00 .00 .00 ,00 ,00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 437,10 36200,00 459,15 .00 459,32 4,35 437,40 13300,00 452,85 ,00 453,27 8.89 437.40 18900.00 454.53 .00 455,00 9,12 437.40 21300,00 455,70 .00 456.03 10.12 437,40 36200.00 459.25 ,00 459,51 7,83 438.06 13300,00 453,50 ,00 453.67 6.35 438,06 18900.00 455,22 ,00 455,39 6.14 438,06 21300,00 456.24 .00 456,39 5,28 438,06 36200,00 459.65 ,00 459,81 4,98 438,14 13300,00 453.65 ,00 453,77 3,90 438,14 18900,00 455,34 ,00 455,49 4,10 438,14 21300,00 456.33 ,00 456.48 3,72 438.14 36200.00 459,73 ,00 459,89 3.84 438,23 13300,00 453,68 ,00 453,95 10,58 438,23 18900.00 455,38 ,00 455,69 11,92 438,23 21300.00 456,38 .00 456,67 11.41 438,23 36200,00 459,75 ,00 460,11 11.44 438,14 13300,00 453,95 ,00 454,42 11.69 438.14 18900.00 455.78 .00 456.35 21.58 438,14 21300,00 456.74 ,00 457,32 21.47 438,14 36200,00 460,20 ,00 460,84 28,80 438,55 13300,00 454,33 ,00 454,78 20,51 438,55 18900,00 456,44 ,00 456,87 19,46 438.55 21300.00 457.42 .00 457.80 16,45 438,55 36200,00 461,01 ,00 461,34 12,63 438.55 13300.00 454.95 .00 455.08 4.24 438,55 18900,00 457.03 ,00 457,14 4,03 438,55 21300,00 457.93 .00 458,04 3,64 __. 438.55 36200,00 461,41 ,00 461,55 3,37 ELMIN O CWSEL CRIWS EO 10*KS 438,55 1330~,00 454.23 454.23 456.41 88.00 438.55 18900,00 456,64 .00 457,81 50,89 438.55 21300,00 457,83 ,00 458,49 30,20 438.55 36200,00 461,47 ,00 461,82 13,21 437.00 13300,00 456,60 ,00 457,45 9,62 437,00 18900.00 456,99 ,00 458,60 17.86 437.00 21300.00 457.91 ,00 459,64 18.62 437,00 36200,00 461,35 459,95 463,00 18,32 435.00 13300,00 456,50 ,00 457,80 5,54 435.00 18900,00 456,80 ,00 459,29 10,46 435.00 21300,00 457,71 ,00 460,36 10,91 435,00 36200,00 460,56 ,00 465,15 17,51 435,00 13300,00 456,54 ,00 457,84 5,49 435,00 18900,00 456.98 .00 459,38 10,06 435.00 21300,00 457,91 ,00 460,46 10,45 435.00 36200,00 463,79 459,20 466,28 17,23 437.00 9400,00 457.58 ,00 457,93 6,31 437.00 13200,00 459,11 ,00 459,58 8.41 437,00 14900,00 460,31 ,00 460.68 6,99 437.00 36200.00 466,42 .00 466,52 2,47 437,70 9400,00 457,39 ,00 458,11 31,07 437,70 13200.00 458,94 ,00 459,77 34.17 437.70 14900.00 460.15 .00 460,85 27.71 437,70 36200.00 466.45 .00 466.54 4,25 438.20 9400,00 458.52 ,00 458,72 7,24 438,20 13200.00 460,20 ,00 460,43 7,69 438.20 14900.00 461,22 ,00 461,40 6,41 438.20 36200.00 466.62 .00 466,69 2,66 438,40 9400.00 458.90 ,JO 459,06 9.09 438,40 13200,00 460.59 .00 460,77 9,08 438.40 14900.00 461.54 .00 461,67 6,79 438.40 36200,00 466.73 .00 466,79 2,95 439.00 9400,00 459,09 ,00 459,34 6,94 439.00 13200.00 460.81 .00 461.06 7.82 439.00 14900.00 461.70 .00 461.92 7.30 439.00 36200.00 466.77 .00 466.95 5.71 438.80 9400.00 459.72 .00 459.85 6.11 2.94 11264,00 17350.80 5,24 2711,07 4460,37 5.74 4084,17 6256,93 5,05 5207,67 6694.40 4,60 8948,25 12935,28 3.72 4370,48 5276,95 3.73 5901,02 7627,35 3.48 6900.58 9273,76 3,18 11312,96 16220,84 3,04 4795,23 6736.53 3.23 6091,51 9330,22 3.11 6925,88 11049,77 3,15 11185,31 18476,99 4,53 3312,54 4088,47 4,78 4321,19 5474,12 4.50 4970,55 6305.02 4,64 7585,20 10702,76 5.75 2469.73 3890.45 6.22 3106,47 4068.82 6.22 3499.60 4597.06 6.79 5681.12 6745.37 5.64 2533,29 2936.76 5,57 3742,43 4284,92 5.35 4497,97 5251.69 5.23 8179.48 10184.77 3.57 4879.68 6459.27 2.57 6869,53 9420,19 2,39 7850,71 11162,54 2,19 12360,65 19714,85 PAG~ 76 VCH ~ .01K 12.47 1231.77 1417.78 10.10 2560.06 2649.28 8.02 3733.31 3875.89 5.45 7720.16 9959.58 7.49 1924.65 4288.34 10.31 2023.06 4472.34 10.78 2287.90 4936.08 11.77 6031.40 8458.23 9.40 1510.25 5653.12 12.98 1556.98 5843.30 13.44 1703.79 6448.17 17.83 2221.51 8651.76 9.37 1515.99 5676.41 12.~6 1585.47 5959.83 13.20 1737.87 6590.11 13.56 3447.82 8721.79 4.84 2179.50 3743.31 5.80 3053.35 4552.74 5.45 4379.17 5637.62 3.95 19441.05 23013.97 7.22 1483.61 1686.46 7.89 1935.94 2258.09 7.36 2375.01 2830.75 3.61 17805.18 17564.51 4.23 3092.82 3492.56 4.56 4124.61 4761.19 4.23 5618.54 5884.30 3.33 20249.49 22206.79 3.18 2954.74 3116.95 3.50 4392.05 4380.85 3.18 6328.80 5719.96 2.45 20268.47 21077.24 4.09 2982.73 3568.09 4.29 4480.46 4720.32 4.10 5678.59 5516.54 4.22 15292.97 15146.79 2.87 3271.96 3804.33 34260.000 790.00 .00 34260.000 790.00 .00 34260.000 790.00 .00 16AU~96 13:44:14 SECNO XLCH ELTRD * 34850.000 590.00 .00 * 34850.000 590.00 .00 * 34850.000 590.00 .00 * 34850.000 590.00 .00 34950.000 100.00 .00 34950.000 100.00 .00 * 34950.000 100.00 .00 * 34950.000 100.00 .00 * 36970.000 2020.00 .00 * 36970.000 2020.00 .00 36970.000 2020.00 .00 36970.000 2020.00 .00 * 38200.000 1230.00 .00 * 38200.000 1230.00 .00 * 38200.000 1230.00 .00 * 38200.000 1230.00 .00 39290.000 1090.00 .00 39290.000 1090.00 .00 39290.000 1090.00 .00 39290.000 1090.00 .00 * 39440.000 150.00 .00 * 39440.000 150.00 .00 * 39440.000 150.00 .00 * 39440.000 150.00 .00 * 39490.000 S0.00 .00 39490.000 50.00 .00 39490.000 50.00 .00 39490.000 S0.00 .00 39540.000 50.00 .00 39540.000 50.00 .00 39540.000 50.00 .00 39540.000 50.00 .00 40650.000 1110.00 .00 40650.000 1110.00 .00 40650.000 1110.00 .00 40650.000 1110.00 .00 48000.000 7350.00 .00 48000.000 7350.00 .00 48000.000 7350.00 .00 * 48000.000 7350.00 .00 i 16AU~96 13: 44:14 SECN0 ~ 51350.000 3350.00 * 51350,000 3350.00 51350.000 3350.00 51350.000 3350.00 53350.000 2000.00 * 53350.000 2000.00 * 53350.000 2000.00 * 53350.000 2000.00 * 55590.000 2240.00 * 55590.000 2240.00 * 55590.000 2240.00 * 55590.000 2240.00 56940.000 1350.00 56940.000 1350.00 56940.000 1350.00 56940.000 1350.00 i 16AU~96 13:44:14 BLTRD .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELLC .00 438.80 13200.00 461.46 .00 438.80 14900.00 462.27 .00 438.80 36200.00 467.16 .00 439.30 9400.00 459.91 .00 439.30 13200.00 461.57 .00 439.30 14900.00 462.31 .00 439.30 36200.00 467.52 .00 439.30 9400.00 460.15 .00 439.30 13200.00 462.28 .00 439.30 14900.00 463.41 .00 439.30 36200.00 467.95 .00 440.00 10000.00 463.64 .00 440.00 13800.00 465.53 .00 440.00 15600.00 465.99 .00 440.00 36200.00 469.49 .00 441.00 10000.00 464.48 .00 441.00 13800.00 466.22 .00 441.00 15600.00 466.70 .00 441.00 36200.00 470.33 .00 441.88 10000.00 464.77 · 00 441.88 13800.00 466.49 .00 441.88 15600.00 466.99 · 00 441.88 36200.00 470.76 · 00 442.00 10000.00 464.48 .00 442.00 13800.00 466.21 .00 442.00 15600.00 466.71 .00 442.00 36200.00 470.54 .00 442.00 10000.00 464.99 .00 442.00 13800.00 466.65 · 00 442.00 15600.00 467.15 .00 442.00 36200.00 470.73 .00 442.00 9900.00 464.81 · 00 442.00 13700.00 466.54 .00 442.00 15400.00 467.05 · 00 442.00 36200.00 470.85 .00 440.00 6600.00 466.07 .00 440.00 9100.00 467,68 .00 440.00 10200.00 468.20 · 00 440.00 36200.00 472.24 .00 445.60 S300.00 468.76 .00 445.60 8000.00 470.14 · 00 445.60 9800.00 470.69 · 00 445.60 36200.00 476.14 .00 .00 .00 C~IWS 461.62 462.44 467.37 .00 460.66 .00 462.64 .00 463.49 .00 467.99 .00 460.88 .00 462.94 .00 463.80 .00 468.13 .00 463.98 .00, 465.79 .00 466.25 .00 469.80 .00 464.55 .00 466.29 .00 466.78 .00 470.48 .00 464.87 .00 466.58 .00 467.09 .00 470.97 .00 465,13 .00 466.84 .00 467.36 .00 471.29 .00 465.22 .00 466.92 .00 467.44 .00 471.38 ,00 465.37 .00 467.04 .00 467,55 .00 471.45 .00 466.32 .00 467.92 .00 468.43 .00 472.85 .00 468.85 .00 470.22 .00 470.78 .00 476.26 ELLC ELMIN O CWS~L C~IWS ~G .00 469.62 .00 471.40 .00 472.08 ,00 477,53 .00 469.88 .00 471.91 .00 472.68 .00 477.93 6.80 6.50 6.23 10*KS 22.16 30.97 35.03 16.28 20.93 23.05 15.75 6.50 11.66 9.42 9.69 10.29 2.66 2.49 2.68 4.13 2.97 2.79 2.95 4.62 14.49-- 13.48 13.90 16.19 6.74 7.38 8.03 13.44 12.30 11.04 11.06 12.92 5.34 5.18 5.20 13.37 2.68 2.70 2.97 3.71 .00 446.50 4000.00 469.54 .00 446.50 7000.00 471.33 .00 446.50 9400.00 472.00 .00 446.50 36200.00 477.44 ,00 448,00 4000.00 469.83 .00 448.00 7000.00 ' 471.81 .00 448.00 9400.00 472.57 .00 448.00 36200.00 477.88 .00 452.40 4000.00 470.17 .00 452.40 7000.00 472.33 .00 452.40 9400.00 473.25 · 00 452.40 36200.00 478.39 .00 449.00 4000.00 470.92 · 00 449.00 7000.00 473.52 · 00 449.00 9400.00 474.50 .00 449.00 36200,00 479.30 3.25 4060.99 5063.25 3.29 4524.82 5842.84 3.94 11349.74 14501.15 PAGE 77 VCH AREA .01K 6.94 1355.14 1997.06 8.30 1590~67 2371.83 8.72 1708.74 2517.66 6.97 8270.32 8972.81 6.84 1373.54 2054.58 6.92 2692.53 2749.23 5.72 4215.96 3754.26 4.61 12818.18 14195.25 5.28 2738.76 2929.16 4.94 4343.46 4495.69 5.12 4812.96 5011.49 6.13 10325.15 11282.64 2.71 5420.40 6126.44 2.79 7432.98 8751.64 2.88 8021.95 9536.89 4.09 13052.92 17817.08 3.05 5017.59 5799.95 3.19 6674.12 8259.58 3.34 7183.50 9084.82 4.81 11328.56 16836.70 6.64 1888.84 2626.77 6.95 3114.58 3759.12 7.22 3528.81 4184.69 9.04 7190.11 8996.26 3.94 2769.93 3852.73 4.34 3610.35 5080.86 4.60 3877.78 5506.31 6.98 6034.23 9873.15 6.22 2091.96 2822.88 6.38 3377.09 4124.12 6.54 3817.29 4629.76 8.16 7504.69 10071.54 4.25 2068.63 2857.27 4.48 3231.48 3997.21 4.57 3649.59 4472.91 8.41 7302.25 9900.87 2.96 3423.63 3234.99 3.15 5378.05 '4871.31 3.37 6208.49 5689.79 4.55 15208.98 18781.96 PAGE 78 10*KS VCH ~ .01K 1.81 4.58 4.95 3.44 1.04 1.70 2.17 1.61 .00 470.41 6.54 .00 472.76 10.14 .00 473.67 10.66 .00 478.63 8.08 .00 471.10 .00 473.79 .00 474.79 .00 479.47 4.02 5.85 6.68 5.38 2.21 2134.36 2972.45 2.37 4030.70 3271.33 2.63 4986.88 4225.20 3.22 16740.02 19531.01 2.06 2373.21 3913.53 2.84 4004.78 5371.75 3.30 5309.64 6377.99 3.36 25499.77 28557.58 3.95 1013.63 1563.78 5.44 1902.46 2198.26 5.83 3092.12 2878.39 6.22 13048.00 12735.35 3.54 1306.39 1996.15 4.58 2249.39 2894.13 5.06 3393.98 3638.10 5.39 14794.60 15606.49 PAGE 79 DENTON CREEK,~ SU'~ARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH .00 .00 216.69 .00 25530.000 12800.00 451.01 .00 25530.000 18200.00 452.29 1.28 .00 .00 226.37 .00 25530.000 20600.00 453.52 1.23 .00 .00 235.67 .00 25530.000 36200.00 455.89 2.37 .00 .00 248.00 .00 25770.000 12800.00 451.29 25770.000 18200.00 452.74 25770.000 20600.00 453.97 25770.000 36200.00 456.85 * 26830.000 13300.00 451.71 26830.000 18900.00 453.40 26830.000 21300.00 454.69 26830.000 36200.00 '458.31 ,00 1.44 1.23 2.88 .00 1.69 1.29 3.62 .28 .45 .96 .42 .66 .72 1.46 26880.000 13300.00 451.88 .00 .17 26880.000 18900.00 453.51 1.63 .12 26880.000 21300.00 454.71 1.20 ,02 26880.000 36200.00 458.55 3.84 .24 .00 1.86 1.21 3.56 .00 1.76 1.15 3.53 27165.000 13300.00 452.17 27165.000 18900.00 454.03 27165.000 21300.00 455.24 27165.000 36200.00 458.80 * 27449.000 13300.00 452.45 27449.000 18900.00 454.21 27449.000 21300.00 455.35 27449.000 36200.00 458.88 .29 .52 .53 .25 .28 .18 .11 .08 27748.000 13300.00 452.55 .00 .09 27748.000 18900.00 454.29 1.75 .08 27748.000 21300.00 455.42 1.13 .07 27748.000 36200.00 458.93 3.51 .05 27992.000 13300.00 452.61 27992.000 18900.00 454.35 27992.000 21300.00 455.48 27992.000 36200.00 458.99 28168.000 13300.00 452.69 28168.000 18900.00 454.42 28168.000 21300.00 455.53 28168.000 36200.00 459.04 I 16AUG96 13:44:14 -- SECNO Q CWSEL 28492.000 13300.00 452.74 28492.000 18900.00 454.47 28492.000 21300.00 455.57 28492.000 36200.00 459.08 28720.000 13300.00 452.80 28720.000 18900.00 454.52 28720.000 21300.00 455.62 28720.000 36200.00 459.12 .00 1.74 1.13 3.51 .00 1.73 1.11 3.51 DIFWSP .00 1.72 1.10 3.50 .00 1.72 1.10 3~50 .00 1.74 1.10 3.51 .00 1.68 1.17 3.54 .00 1.72 1.02 3.41 .00 1.69 .99 3.40 * 28890.000 13300.00 452.80 * 28890.000 18900.00 454.55 * 28890.000 21300.00 455.65 28890.000 36200.00 459.15 29124.000 13300.00 452.85 29124.000 18900.00 454.53 29124.000 21300.00 455.70 29124.000 36200.00 459.25 29651.000 13300.00 453.50 29651.000 18900.00 455.22 29651.000 21300.00 456.24 29651.000 36200.00 459.65 29831.000 13300.00 453.65 29831.000 18900.00 455.34 29831.000 21300.00 456.33 29831.000 36200.00 459.73 .O6 .05 .06 .06 .08 .07 .05 .04 DIFWSX .06 .05 .04 .04 .05 .05 .05 .01 .03 .03 .03 .05 -.01 .06 .09 .65 .69 .54 .41 .15 .12 .09 .08 .00 253.17 240.00 .00 263.69 240.00 .00 272.69 240.00 .00 285.00 240.00 .00 256.77 1010.00 .00 1104.81 1010.00 .00 1199.25 1010.00 .00 1516.80 1010.00 .00 292.57 50.00 .00 322.64 50.00 .00 1173.21 50.00 .00 1710.09 SO.O0 .00 1255.42 284.00 .00 1362.34 284.00 .00 1418.55 284.00 .00 1604.14 284.00 .00 1170.49 284.00 .00 1417.15 284.00 .00 1551.59 284.00 .00 1740.59 284.00 .00 1345.54 299.00 .00 1404.20 299.00 .00 1445.81 299.00 .00 1691.04 299.00 .00 1257.10 244.00 .00 1310.22 244.00 .00 1344.42 244.00 .00 1468.7~ 244.00 .00 1210.32 176.00 .00 1269.55 176.00 .00 1313.08 176.00 .00 1463.68 176.00 DiFKWS TOPWID XLCH · 00 1114.02 324.00 .00 1177.01 324.00 .00 1220.21 324.00 · 00 1372.92 324.00 · 00 1024.32 228.00 .00 1064.62 228.00 .00 1095.73 228.00 .00 1217.36 228.00 .00 1019.57 170.00 · 00 1049.40 170.00 .00 1077.65 170.00 .00 1172.57 170.00 .00 540.02 234.00 .00 945.77 234.00 .00 984.06 234.00 .00 1166.19 234.00 .00 841.65 527.00 .00 942.76 527.00 .00 1020.00 527.00 .00 1597.87 527.00 .00 727.21 180.00 .00 825.86 180.00 .00 857.57 180.00 .00 1561.92 180.00 PA~E 80 lam ~ ~ 30027.000 13300.00 453.68 .00 .03 .00 555.16 196.00 * 30027.000 18900.00 455.38 1.71 .04 .00 627.76 196.00 ~ 30027.000 21300.00 456.38 .99 .05 .00 680.98 196.00 30027.000 36200.00 459.75 3.38 .02 .00 965.40 196.00 30384.000 13300.00 453.95 .00 .27 .00 325.16 357.00 30384.000 18900.00 455.78 1.83 .39 .00 384.19 357.00 .00 429.26 357.00 30384.000 21300.00 456.74 .97 .37 30384.000 36200.00 460.20 3.45 .44 .00 1011.48 357.00 30604.000 13300.00 454.33 .00 .38 .00 447.02 220.00 30604.000 18900.00 456.44 2.12 .67 .00 721.55 220.00 30604.000 21300.00 457.42 .98 .68 .00 825.02 220.00 30604.000 36200.00 461.01 3.59 .81 .00 1381.00 220.00 ' * 30958.000 13300.00 454.95 .00 .62 .00 831.58 354.00 · 30958.000 18900.00 457.03 2.07 .58 .00 1035.29 354.00 30958.000 21300.00 457.93 .90 .51 .00 1140.63 354.00 30958.000 36200.00 461.41 3.48 .40 .00 1421.05 354.00 16AUG96 13:44:14 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS * 31335.000 13300.00 454.23 .00 -.72 31335.000 18900.00 456.64 2.41 -.38 31335.000 21300.00 457.83 1.19 -.10 * 31335.000 36200.00 461.47 3.64 .06 * 32150.000 13300.00 456.60 .00 2.36 lam* 32150.000 18900.00 456.99 .40 .35 32150.000 21300.00 457.91 .92 .08 32150.000 36200.00 461.35 3.44 -.12 32200.000 13300.00 456.50 .00 -.10 32200.000 18900.00 456.80 .30 -.20 ~ 32200.000 21300.00 457.71 .91 -.21 32200.000 36200.00 460.56 2.85 -.79 32230.000 13300.00 456.54 .00 .04 32230.000 18900.00 456.98 .44 .18 ~ 32230.000 21300.00 457.91 .93 .20 * 32230.000 36200.00 463.79 5.88 3.23 * 32250.000 9400.00 457.58 .00 1.05 32250.000 13200.00 459.11 1.52 2.13 ~ 32250.000 14900.00 460.31 1.20 2.40 * 32250.000 36200.00 466.42 6.11 2.63 * 32305.000 9400.00 457.39 .00 -.19 * 32305.000 13200.00 458.94 1.55 -.17 ~,m,,, 32305.000 14900.00 460.15 1.21 -.16 32305.000 36200.00 ~66.45 6.30 .03 * 32725.000 9400.00 458.52 .00 1.13 * 32725.000 ~13200.00 460.20 1.69 1.27 "'" * 32725.000 14900.00 461.22 1.02 1.08 32725.000 36200.00 466.62 5.40 .18 33145.000 9400.00 458.90 .00 .38 33145.000 13200.00 460.59 1.69 ,39 '"--" 33145.000 14900.00 461.54 .94 .31 33145.000 36200.00 466.73 5.20 .11 33470.000 9400.00 459.09 .00 .19 33470.000 13200.00 460.81 1.72 .22 ~'~ 33470.000 14900.00 461.70 .89 .17 33470.000 36200.00 466.77 5.07 .04 34260,000 9400.00 459.72 .00 .63 34260.000 13200.00 461.46 1.73 .65 ~" 34260.000 14900.00 462.27 .81 .57 34260.000 36200.00 467.16 4.89 .39 1 16AUG96 13=44:14 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS * 34850.000 9400.00 459.91 .00 .19 .00 * 34850.000 13200.00 461.57 1.66 .11 * 34850.000 14900.00 462.31 .74 .04 * 34850.000 36200.00 467.52 5.21 .36 34950.000 9400.00 460.15 .00 .24 34950.000 13200.00 462.28 2.13 .71 TOPWID .00 332.36 .00 953.24 .00 1022.21 .00 1156.00 .00 242.69 .00 253.67 .00 375.99 .00 2053.18 .00 153.82 .00 156.84 .00 165.96 .00 202.51 .00 154.20 ..00 158.65 .00 168.00 .00 823.63 .00 290.55 .00 951.58 .00 1263.17 .00 2913.10 .00 264.81 .00 320.89 .00 506.02 .00 3881.69 .00 484.45 .00 1048.82 377.00 377.00 377.00 377.00 170.00 170.00 170.00 170.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 1.00 1.00 1.00 1.00 55:00 55.00 55.00 SS.00 420.00 420.00 .00 1940.23 420.00 .00 3679.05 420.00 .00 379.70 420.00 .00 1817.49 420.00 .00 2065.53 420.00 .00 3714.63 420.00 · 00 664.77 325.00 .00 1126.62 325.00 .00 1465.11 325.00 .00 2537.00 325.00 .00 419.11 790.00 · 00 538.49 790.00 .00 588.43 790.00 .00 1845.00 790.00 TOPWID XLCH 131.44 590.00 .00 153.19 590.00 .00 168.62 590.00 · 00 1575.00 590.00 .00 130.00 100.00 .00 1104.50 100.00 PAGE 81 PAGE 82 34950,000 14900.00 463.41 34950.000 36200.00 467.95 36970,000 10000,00 463,64 36970.000 13800,00 465,53 36970,000 15600,00 465,99 36970,000 36200.00 469,49 38200.000 10000,00 464.48 38200.000 13800.00 466.22 38200,000 15600,00 466,70 38200,000 36200,00 470,33 39290,000 10000,00 464.77 39290,000 13800,00 466,49 39290,000 15600,00 466,99 39290,000 36200.00 47~,76 39440,000 10000,00 464,48 39440,000 13800,00 466,21 39440,000 15600,00 466,71 39440,000 36200,00 470,54 39490,000 10000,00 464,99 39490.000 13800,00 466,65 39490,000 15600,00 467.15 39490,000 36200,00 470.73 39540.000 9900,00 464.81 39540,000 13700,00 466,54 39540.000 15400,00 467.05 39540,000 36200,00 470,85 40650,000 6600,00 466,07 40650,000 9100.00 467,68 40650.000 10200,00 468,20 40650,000 36200.00 472,24 48000,000 5300,00 468,76 48000,000 8000,00 470,14 48000,000 9800,00 470,69 48000,000 36200,00 476,14 16AUG96 13:44:14 1,13 4.54 .00 1,90 .45 3.50 .00 1,74 ,49 3,63 ,00 1,72 ,50 3.78 .00 1.74 .50 3.82 .00 1.66 .49 3.58 .00 1.73 .52 3.80 ,00 1.61 .52 4.04 .00 1.38 .55 5,45 SECNO O CWSEL DIPWSP 51350.000 4000.00 469.54 .00 51350,000 7000.00 471,33 1,78 51350.000 9400,00 472,00 ,67 51350.000 36200,00 477,44 5,44 53350,000 4000.00 -. 469,83 .00 53350,000 7000,00 471,81 1,98 53350,000 9400,00 472,57 ,76 53350.000 36200,00 477,88 5,31 55590,000 4000,00 470,17 ,00 55590,000 7000,00 472,33 2,16 55590.000 9400,00 473,25 .92 55590,000 36200,00 478,39 5,14 56940,000 4000,00 470,92 ,00 56940.000 7000.00 473,52 2.60 56940,000 9400,00 474,50 ,99 56940,000 36200,00 479,30 4.80 16AUG96 13:44:14 1.10 ,00 165B.14 100,00 ,44 ,00 1955.00 100,00 3.49 .00 693.74 2020,00 3,25 ,00 992,30 2020,00 2.57 ,00 1085,00 2020,00 1,54 ,00 1700,47 2020,00 .84 .00 1122,67 1230,00 ,60 ,00 1192.92 1230.00 ,72 ,00 1222,53 1230,00 ,84 .00 1501,69 1230,00 ,29 ,00 930,81 1090,00 ,27 ,00 1003,07 1090,00 ,29 ,00 1026,91 1090,00 ,43 .00 1160,59 1090,00 -.29 ,00 592,85 150,00 -,27 ,00 801,82 150,00 -,27 ,00 848,14 150,00 -,23 ,00 1016,93 150,00 · 51 .00 475.57 50.00 .44 .00 533,97 50,00 ,43 ,00 551,15 50,00 ,19 ,00 658,10 50,00 -.18 ,00 642,92 50,00 -,12 ,00 834,82 50,00 -.10 ,00 872,92 50,00 ,12 ,00 1023,27 50,00 1,26 ,00 621,77 1110,00 1,15 ,00 793,20 1110,00 1,15 ,00 826,54 1110,00 1,39 ,00 993,49 1110,00 2,69 ,00 1293,68 7350,00 2,46 ,00 1485,76 7350,00 2,49 ,00 1538,61 7350,00 3,90 ,00 1776,35 7350,00 DIFWSX DIFK~S TOPWID X~CH .78 ,00 673,65 3350.00 1.19 .00 1382,92 3350,00 1,31 ,00 1438,65 3350,00 1.30 .00 2452,80 3350,00 .28 .00 333.70 2000.00 ,48 .00 1389,42 2000,00 .57 .00 2182,61 2000.00 ,44 .00 4228,84 2000,00 .34 ,00 88,88 2240,00 ,52 .00 1167,94 2240,00 · 68 .00 1412.63 2240.00 .51 .00 2300.52 2240.00 .75 .00 170.43 1350.00 1.19 .00 876.02 1350,00 1,25 ,00 1465,27 1350,00 · 91 ,00 2585.62 1350,00 PAGE PAGB 83 SU~4~ARY OF ERRORS AND SPECIAL NOTES WARNING SECNO- 26830.000 PROFILE- WARNING SECNO- 27165.000 PROFILE- WARNING SECNO- 27449.000 PROFILE- WARRING SECNO~ 28890.000 PROFILE~ WARNING SECNO- 28890.000 PROFILE- WARNING SECNO- 28890.000 PROFILE- WARNING SECNO- 30027.000 PROFILE- i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE ~ I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE i CONU"EY;~.NCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I CONVEYANCE CHA~GE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- WARNING SECNO- WARNING SEC/qO- WARNING SECNO- WARNING SE~O- W~ING SE~O- W~ING SE~O- ~IN~ SE~O- W~ING SE~O~ ~ION SE~O= ~ION SE~O- W~I~ SE~O= W~ING SE~O= W~I~ SE~O= W~I~ SE~O= W~IN~ SE~O= ~ION SE~O= W~I~ SE~O= W~IN~ SE~O= W~I~ SE~O= W~X~ SE~O= W~IN~ SE~O= W~IN~ SE~O- W~ING SE~O= W~IN~ SE~O= W~I~ SE~O= W~ING SE~O= W~ING SE~O= W~IN~ SE~O= i 16A~96 30029.000 30029.000 30029.000 30384.000 30604.000 30958.000 30958.000 30958.000 30958.000 31335.000 3133~.000 3~335.000 3~335.000 3~335.000 32L50.000 32150.000 32230.000 32250.000 32250.000 32305.000 32305.000 32305.000 32725.000 32725.000 32725.000 34850.000 34850.000 34850.000 34850.000 13:44:14 PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE R~tNGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 1 2 CONVEYANCE CHANGE 3 CONVEYANCE CHANGE 4 CONVEYANCE CHANGE CRITICAL DEPTH ASSUMED MINIMt~! SPECIFIC ENERGY i CONVEYANCE CHANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPT/M~LE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE 4 20 TRIALS ATTEMPTED TO BA/J%NCE WSEL I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGB i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CI~ANGE OUTSIDE ACCEPTABLE RANGE i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEFrABLE RAN(~ i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 85 WARNING SECNO= WARNING SECNO- WARNING SECNO= WARNING SECNO= WARNING SECNO- WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO- ~ARNING SECEO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO- WA~NING SECEO- WARNING SECNO= WAENING SECNO- WARNING SECEO= WARNING SECRO- WARNING SECNO- WARNING SECNO- WARNING SECNO- 34950.000 34950.000 36970.000 36970.000 38200.000 38200.000 38200.000 38200.000 39440.000 39440.000 39440.000 39440.000 39490.000 48000.000 51350.000 53350.000 53350.000 53350.000 55590.000 55590.000 55590.000 55590.000 PROFILE- 3 CONVEYANCE CHANGE PROFILE- 4 CONVEYANCE CHANGE PROFILE- I CONVEYANCE CHANGE PROFILE- 2 CONVEYANCE CHANGE PROFILE- 1 CONVEYANCE CHANGE PROFILE- 2 CONVEYANCE CHANGE PROFILE= 3 CONVEYANCE CHANGE PROFILE- 4 CONVEYANCE CHANGE PROFILE- i CONVEYANCE CHANGE PROFILE= 2 CONVEYANCE CHANGE PROFILE- 3 CONVEYANCE CHANGE PROFILE- 4 CONVEYANCE CHANGE PROFILE= 1 CONVEYANCE CHANGE PROFILE- 4 CONVEYANCE CHANGE PROFILE- 2 CONVEYANCE CHANGE PROFILE- 2 CONVEYANCE CHANGE PROFILE= 3 CONVEYANCE CHANGE PROFILE= 4 CONVEYANCE CHANGE PROFILE- 1 CONVEYANCE CHANGE PROFILE- 2 CONVEYANCE CHANGE PROFILE= 3 CONVEYANCE CHANGE PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE AC~:EPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE EANGE oUTS/DE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTS/DE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE P.~NGB OUTSIDE ACCEPTABLE RANGE OUTS/DE ACCEPTABI~E RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTS/DE ACCEPTABLE RANGE Appendix E Corrected Effective Floodway I-IEC-2 Model (RVEXDCFL.out) * HBC-2 MAT~R SURFACE PROFILES * Version 4.6.2; May 1991 * RUN DATE 16AUG96 TIME 13:46:14 * U.S. ARMY CORPS OF BNGINE~S * * HYDROLOGIC ~I~;IN~IN~ CENT~ * * 609 SECOND STREET, SUITE D * * DAVIS, CALIFORNIA 95616-4687 * * (916) 756-1104 * 16AUG96 13:46:18 X X 7J, XXXXX XXXXX X X X X X X X X X XIOOO~X XXXX X X X X X X X X X X X X XXXXXXX XXIOIX XXXXX X X X XXXXX X X XXXXXXX PAGE I ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* T1 DENTON CRBEK - REVISED EXISTING CONDITIONS (AVO 15254) NATURAL RUN T2 DENTON CREEK - 100 YR DISCHARGE PROFILE FIS - FLOODWAY HODEL T3 DENTON CREEK, TEXAS FILB= RVEXDCFL.DAT T4 ANDREW BROWNJR. PARK WEST CLONR 07/18/96 SBH J1 ICHECK INQ NINV IDIR STRT METRIC HVINS 0 4 0 0 0 0 0 J2 NPROF XPLOT PRFVS XSECV XSECH FN ALLDC 1 0 -1 J3 VARIABLE CODES FOR SU~4ARY PRINTOUT 110 150 200 MODEL DEVELOPED FROM FIS REPLICATION FILE DCBFL (89123N4F} WITH CROSS SECTIONS 268+80 THROUGH 313+35 INSERTED FROM PROPOSED GRADING PLAN FOR THE COPPELL CO~4UNITY PARK. ~-~ QT 8 20600 20600 20600 20600 20600 NC .055 .055 .035 .1 .3 ET 2494. 2742. 2.1 7.1 X1 25530 45 2495.2 2742.67 700 560 GR 469.5 500 460.5 600 455.6 700 ~. GR 449.9 1000 451.1 1100 450.6 1200 GR 451 1500 451.4 1600 451.6 1700 GR 453.1 2000 453.4 2100 454.2 2200 GR 455.33 2495.2 436.63 2570 436.63 2627.2 GR 454.8 2742.67 453.5 2780 455.0 2880 ~. GR 457.8 3240 457.8 3315 457.8 3395 GR 456.9 3680 458.0 3825 458.4 3905 GR 457 4200 456.5 4300 455.1 4400 IBW 20600 2494. 700 452.9 451.3 451.5 454.3 434.5 456.5 457.2 458.7 454.9 THIS RUN EXEC~rI'~u 16AUG96 WSEL FQ 453.5205 CHNXM ITRACE 20600 2743. 800 1300 1800 2300 2630 3020 3540 4000 4500 ET 2495 2780 2.1 7.1 2495 2780 X1 25770 40 2495.2 2780 240 240 240 GR 469.5 500 460.5 600 455.6 700 452.9 800 GR 449.9 1000 451.1 1100 450.6 1200 451.3 1300 GR 451 1500 451.4 1600 451.6 1700 451.5 1800 GR 453.1 2000 453.4 2100 454.2 2200 454.3 2300 GR 455.33 2495.2 436.73 2570 436.73 2650 434.6 2660 GR 456.0 2780 456.8 2845 456.8 3060 457.6 3210 GR 457.7 3370 457.7 3420 457.3 3445 457.3 3490 GR 457.1 3540 456 3555 456 3590 459.6 3600 1 16AUG96 13:46:18 20600 450.4 450.8 452.7 455 434.40 456.8 455.9 457.7 453.8 450.4 450.8 452.7 455 434.60 457.8 457.1 457.7 13:46:18 900 1400 1900 2400 2670 3100 3620 4100 4600 900 1400 1900 2400 2710 3230 3515 4360 PAGE QT 8 21300 21300 21300 21300 21300 21300 21300 21300 NH 5 .055 2619.58 .035 2818.65 .055 2900 .035 3100 .055 NH 5200 NOTE: GR POINTS 3500, 3650, AND 3920 CORRI~.-i'~ PER DEWBERRY-DAVIS FIS UPDATE CORRECTIONS PROVIDED VERBALLY IN OCTOBER 1992. AHHA. ET 2619. 5200. 2.1 7.1 2619.58 Xl 26830 42 2619.58 3100 1030 960 1010 GR 464.9 550 461.9 600 459.1 700 455.9 GR 451.7 1000 451.3 1100 451.2 1200 450.9 OR 452.8 1500 452.8 1600 452.4 1700 453.2 GR 453.3 2000 454.2 2100 454.4 2200 455.3 GR 455.9 2500 457.6 2600 457.35 2619.58 436.74 GR 456.91 2818.65 457.8 2900 451.6 3000 448.7 GR 436.5 3062 452 3100 454 3200 452 GR 452.0 3500 452 3650 452.0 3920 456.3 GR 461.9 5100 465 5200 AHHA CROSS SECTION - 16 APRIL '92 NOTE: SECTIONS 268+80 THRU 313+35 FROM PROPOSED GRADING PLAN FOR TH~ COPPELL CO~D4UNITY PARK. AHHA. NOTE: SECTIONS 268+80 THROUGH 313+35 R.O.B. FLOODWAY SET AT 100 YEAR CWSEL END STATION BEGIN PROPOSED PARK IMPROVEMENTS 3200. 80O 1300 1800 2300 2702 3005 3230 4000 452.9 451.1 453.1 456 436.74 436.3 452 460 900 1400 1900 2400 2738 3027 3290 4250 NH 6 .05 1060.0 .04 1241.0 .065 1444.0 .04 1521.0 .07 NH 1634.0 .045 2761.0 ET 7.1 1012.0 2668.71 Xl 26880 35.0 1012.0 1585.0 32 479 50 GR 461.5 1012.0 455.0 1038.0 450.0 1060.0 436.76 1113.0 436.76 1188.0 GR 450.0 1241.0 455.0 1265.0 457.0 1276.0 458.0 1286.0 458.7 1304.0 GR 458.0 1371.0 455.0 1407.0 450.0 1444.0 436.2 1468.0 436.4 1488.0 GR 450.0 1521.0 455.0 1530.0 457.5 1585.0 457.0 1634.0 456..~Q 1666.0 GR 455.4 1708.0 455.3 1767.0 455.0 1820.0 454.0 1889.0 453.8 2084.0 GR 454.0 2133.0 454.1 2214.0 454.0 2300.0 453.8 2327.0 454.0 2342.0 GR 454.2 2423.0 454.0 2481.0 454.0 2634.0 455.0 2683.0 459.0 2761.0 NH 4.0 .0500 1038.0 .0400 1189.0 .0700 1433.0 .0400 2658.0 ET 7.1 985.0 2610.10 X1 27165 28.0 985.0 1308.0 240 201 284 GR 461.5 985.0 455.0 1011.0 450.0 1038.0 436.90 1090.0 436.1 GR 450.0 1189.0 455.0 1218.0 458.0 1239.0 458.5 1270.0 459.0 GR 459.0 1340.0 458.0 1381.0 455.0 1403.0 454.0 1408.0 453.0 GR 452.0 1433.0 451.0 1558.0 450.0 1683.0 449.0 1808.0 448.5 OR 449.0 2050.0 449.5 2186.0 449.0 2260.0 449.0 2360.0 450.0 GR 452.0 2505.0 455.0 2607.0 459.0 2658.0 i 16AUG96 13:46:18 1137.0 1308.0 1420.0 1909.0 2460.0 PAGE NH 8 .05 1054.0 .04 1199.0 .065 1427.0 .04 1499.0 .07 NH 1544.0 .04 2106.0 .035 2490.0 .040 2761.0 ET 7.1 1014.0 2736.39 Xl 27449 39.0 1014.0 1534.0 240 248 284 GR 460.3 1014.0 455.0 1035.0 450.0 1054.0 437.04 1104.0 437.04 1149.0 GR 450.0 1199.0 455.0 1220.0 456.0 1245.0 457.6 1280.0 455.0 1322.0 GR 455.0 1354.0 456.4 1368.0 455.0 1413.0 450.0 1427.0 435.6 1470.0 GR 435.7 1485.0 450.0 1499.0 455.0 1521.0 457.5 1534.0 455.0 1544.0 GR 453.0 1610.0 453.0 1668.0 452.0 1826.0 451.0 1944.0 450.0 2042.0 G'R 449.0 2066.0 446.6 2106.0 446.6 2150.0 446.6 2183.0 446.6 2415.0 GR 446.6 2430.0 446.6 2490.0 450.0 2590.0 451.0 2637.0 452.0 2657.0 GR 453.0 2687.0 454.0 2700.0 455.0 2734.0 459.0 2761.0 APPROXIMATE LOCATION FIS SECTION 280+80 'n' VALUE LOWERED FOR PROPOSED CONDS. THRU LAKE EXPANSION AIU~A NH 8 .05 1109.0 .04 1253.0 .065 1516.0 NH 1616.0 .040 2252.0 .035 2629.0 .040 2789.0 ET 7.1 1071.0 X1 27748 39.0 1071.0 1606.0 324 262 299 GR 460.0 1071.0 455.0 1091.0 450.0 1109.0 437.18 GR 450.0 1253.0 455.0 1275.0 458.0 1286.0 458.0 GR 459.2 1441.0 455.0 1499.0 450.0 1516.0 435.2 GR 450.0 1583.0 455.0 1594.0 456.5 1606.0 455.0 GR 451.0 1666.0 450.7 1681.0 451.0 1696.0 452.0 GR 452.0 1836.0 451.0 1948.0 450.0 2045.0 449.0 GR 446.6 2252.0 446.6 2258.0 446.6 2259.0 446.6 GR 451.0 2683.0 452.0 2733.0 455.0 2765.0 459.0 'n' VALUE LOWERED THRU LAKE EXPANSION AREA .04 2767.54 1160.0 1371.0 1538.0 1616.0 1713.0 2083.0 2629.0 2789.0 1583.0 437.18 459.0 435.3 452.0 452.4 448.0 448.0 .O7 1202.0 1426.0 1557.0 1644.0 1728.0 2149.0 2636.0 NH 8 .05 1081.0 .04 1224.0 .065 1391.0 .04 1482.0 .07 NH 1600.0 .040 2336.0 .035 2408.0 .040 2617.0 ET 7.1 1041.0 2589.88 X1 27992 42.0 1041.0 1543.0 213 309 244 GR 460.0 1041.0 455.0 1061.0 450.0 1081.0 437.28 1132.0 437.28 1173.0 GR 450.0 1224.0 455.0 1243.0 459.0 1265.0 459.7 1302.0 459.7 1339.0 GR 459.0 1362.0 455.0 1375.0 450.0 1391.0 436.0 1410.0 435.6 1452.0 GR 450.0 1482.0 455.0 1508.0 458.0 1528.0 458.6 1543.0 458.0 1558.0 GR 455.0 1572.0 451.0 1600.0 450.0 1609.0 449.0 1631.0 448.0 1665,0 GR 447.4 1693.0 448.0 1721.0 449.0 1969.0 449.9 2050.0 449.9 2160.0 GR 449.0 2282.0 448.0 2322.0 446.6 2336.0 446.6 2340.0 446.6 2408.0 GR 448.0 2424.0 449.0 2444.0 450.0 2475.0 451.0 2526.0 452.0 2565.0 GR 455.0 2587.0 460.0 2617.0 NH 10 .05 1061.0 .04 1214.0 .065 1275.0 .04 NH 1419.0 .040 1566.0 .035 2024.0 .040 2218.0 .035 NH 2496.0 ET 7.1 1021.0 2470.91 Xl 28168 32.0 1021.0 1419.0 167 223 176 GR 460.0 1021.0 455.0 1041.0 450.0 1~61.0 437.36 1112.0 GR 450.0 1197.0 455.0 1214.0 459.2 1241.0 455.0 1265.0 (IR 436.6 1293.0 438.9 1328.0 450.0 1353.0 455.0 1375.0 GR 455.0 1461.0 453.0 1488.0 449.0 1525.0 448.0 1555.0 GR 446.6 2024.0 448.0 2040.0 448.4 2125.0 448.0 2198.0 1 16AU~96 13:46:18 (IR 446.6 2297.0 · 448.0 2319.0 GR 455.0 2468.0 460.0 2496.0 APPROXIMATE LOCATION FIS SECTION 288+70 449.0 2339.0 450.0 2384.0 1353.0 2297.0 437.36 450.0 458.8 446.6 446.6 451.0 .O7 .04 1146.0 1275.0 1419.0 1566.0 2218.0 2437.0 QT 8 21300 21300 21300 21300 21300 21300 21300 21300 NH 8 .05 1259.0 .04 1401.0 .065 1503.0 .04 1572.0 .07 NH 1605.0 .040 1842.0 .035 2384.0 .040 2599.0 BT 7.1 1215.0 2578.64 Xl 28492 32.0 1215.0 1605.0 406 307 324 (IR 460.0 1215.0 460.0 1216.0 455.0 1237.0 450.0 1259.0 437.50 1309.0 GR 437.50 1351.0 450.0 1401.0 455.0 1416.0 457.0 1424.0 457.4 1439.0 GR 457.0 1465.0 455.0 1492.0 450.0 1503.0 437.6 1518.0 436.3 1536.0 GR 450.0 1572.0 455.0 1583.0 459.2 1605.0 455.0 1650.0 453.0 1689.0 GR 450.0 1735.0 449.0 1782.0 448.0 1822.0 446.6 1842.0 446~6 2384.0 GR 448.0 2447.0 449.0 2490.0 450.0 2522.0 451.0 2544.0 453.0 2566.0 GR 455.0 2576.0 460.0 2599.0 NH 10 .05 1321.0 .04 1537.0 .065 1576.0 .04 1643.0 .07 1',IH 1689.0 .040 1830.0 .035 1945.0 .040 2150.0 .035 2350.0 .04 NH 2543.0 BT 7.1 1280.0 2516.67 X1 28720 40.0 1280.0 1689.0 173 338 228 OR 460.0 1280.0 460.0 1281.0 455.0 1301.0 450.0 1321.0 437.62 1372.0 GR 437.62 1415.0 450.0 1466.0 455.0 1483.0 458.0 1495.0 459.0 1509.0 (IR 459.7 1537.0 459.0 1552.0 455.0 1565.0 450.0 1576.0 437.5 1597.0 GR 436.8 1609.0 450.0 1643.0 455.0 1657.0 458.6 1689.0 455.0 1711.0 C*IR 450.0 1746.0 449.0 1758.0 448.0 1806.0 446.6 1830.0 446.6 1945.0 GR 448.0 1985.0 449.0 2010.0 449.0 2115.0 448.0 2140.0 446.6 2150.0 GR 446.6 2350.0 450.0 2388.0 451.0 2417.0 452.0 2423.0 452.0 2443.0 GR 450.0 2456.0 450.0 2486.0 452.0 2501.0 455.0 2513.0 460.0 2543.0 NH 6 .05 1339.0 .04 1482.0 .065 1610.0 .04 1666.0 .075 NH 1699.0 .040 2703.0 ET 2526 2.1 7.1 1289.0 2526.00 X1 28890 45.0 1289.0 1696.0 153 194 170 GR 462.0 1289.0 460.0 1297.0 455.0 1317.0 450.0 1339.0 437.71 1388.0 (IR 437.71 1433.0 450.0 1482.0 455.0 1499.0 459.0 1516.0 459.5 1539.0 GR 459.0 1564.0 456.0 1581.0 455.0 1596.0 450.0 1610.0 437.5 1633.0 GR 437.1 1637.0 450.0 1666.0 455.0 1677.0 460.0 1696.0 460.9 1699.0 GR 460.0 1709.0 455.0 1732.0 451.0 1749.0 450.0 1759.0 449.0 1775.0 GR 448.0 1802.0 449.0 1837.0 450.0 2012.0 451.0 2079.0 451.0 2236.0 GR 450.0 2253.0 448.0 2268.0 448.0 2273.0 450.0 2293.0 450.0 2411.0 GR 451.0 2457.0 451.2 2459.0 449.0 2495.0 449.0 2526.0 456.5 2526.0 GR 456.5 2555.0 453.6 2555.0 453.6 2571.0 455.0 2629.0 460.0 2703.0 APPROXIMATE LOCATION FIS SECTION 296+10 NH 4 .05 1318.0 .04 1542.0 .07 1654.0 .040 2490.0 BT 7.1 1264.0 2359.22 X1 29124 29 1264.0 1620.0 161 337 234 GR 462.0 1264.0 460.0 1272.0 455.0 1293.0 450.0 1318.0 437.83 GR 437.83 1409.0 449.5 1456.0 437.4 1488.0 437.6 1512.0 450.0 GR 455.0 1577.0 459.0 1620.0 459.0 1654.0 455.0 1673.0 451.0 GR 450.5 1705.0 451.0 1715.0 452.0 1755.0 453.0 1846.0 453.8 GR 453.0 2184.0 452.0 2284.0 451.8 2318.0 452.0 2328.0 453.0 1 PAGE 16AUG96 13:46:18 1367.0 1542.0 1693.0 2015.0 2333.0 PAGE GR 454.0 2340.0 455.0 2345.0 459.0 2426.0 460.0 2490.0 1529.0 .04 1597.0 .07 NH 10 .05 1219.0 .04 1410.0 .065 2486.0 .075 2604.0 .045 NH 1620.0 .040 1735.0 .040 1780.0 .040 NH 2777.0 ET 7.1 1168.0 2590.89 X1 29651 48.0 1168.0 1615.0 600 404 527 GR 462.0 1168.0 460.0 1176.0 455.0 1196.0 450.0 1219.0 438.06 1267.0 GR 438.06 1320.0 450.0 1368.0 455.0 1387.0 459.0 1410.0 459.0 1427.0 GR 458.0 1471.0 455.0 1497.0 450.0 1529.0 438.8 1550.0 438.9 1571.0 OR 450.0 1597.0 455.0 1605.0 457.0 1610.0 457.4 1615.0 457.0 1620.0 GR 455.0 1625.0 450.0 1670.0 449.0 1710,0 449.0 1735.0 450.0 1780.0 GR 450.8 1932.0 450.0 2102.0 449.8 2115.0 449.7 2135.0 449.8 2156.0 GR 449.9 2162.0 450.0 2170.0 455.0 2210.0 457.0 2228.0 458.0 2331.0 GR 458.0 2403.0 455.0 2486.0 454.0 2494.0 454.0 2502.0 457.0 2523.0 GR 457.0 2558.0 455.0 2566.0 453.0 2573.0 453.0 2577.0 455.0 2585.0 GR 459.0 2604.0 459.0 2772.0 460.0 2777.0 NH 10 .05 NH 1654.0 .040 NH 2771.0 X1 29831 47 GR 462.0 1147.0 GR 438.14 1296.0 GR 460.0 1421.0 GR 439.3 1518.0 GR 459.8 1586.0 GR 449.0 1735.0 GR 457.0 2139.0 GR 458.0 2388.0 GR 459.0 2434.0 OR 458.0 2763.0 APPROXIMATE LOCATION FIS 1175.0 .04 1421.0 .065 1480.0 .04 1543.0 .07 1770.0 .035 2090.0 .045 2396.0 .075 2434.0 .045 7.1 1147.0 2421.32 1147.0 1570.0 171 197 180 460.0 1155.0 455.0 1175.0 450.0 1197.0 438.14 1244.0 450.0 1343.0 455.0 1361.0 460.0 1377.0 461.0 1386.0 459.0 1444.0 455.0 1462.0 450.0 1480.0 439.3 1498.0 450.0 1543.0 455.0 1552.0 457.0 1557.0 458.0 1570.0 455.0 1607.0 455.0 1654.0 451.0 1684.0 450.0 1712.0 447.9 1770.0 447.9 2090.0 450.0 2100.0 455.0 2127.0 458.0 2239.0 458.0 2277.0 457.0 2307.0 458.0 2343.0 455.0 2396.0 452.0 2400.0 452.0 2408.0 455.0 2415.0 459.0 2476.0 458.0 2536.0 457.3 2582.0 457.3 2725.0 460.0 2771.0 SECTION 305+70 NH 8 .05 1176.0 .04 1314.0 .065 1420.0 .04 NH 1672.0 .045 1940.0 .035 1975.0 .045 2190.0 ET 7.1 1128.0 2140.64 Xl 30027 34 1128.0 1525.0 148 299 196 OR 462.0 1128.0 460.0 1136.0 455.0 1156.0 450.0 1176.0 OR 438.23 1267.0 450.0 1314.0 455.0 1340.0 458.2 1377.0 OR 450.0 1420.0 439.8 1434.0 439.8 1453.0 450.0 1476.0 OR 460.0 1525.0 460.5 1548.0 460.0 1578.0 459.6 1619.0 OR 459.0 1740.0 457.0 1758.0 456.0 1780.0 455.0 1790.0 GR 450.0 1908.0 447.9 1940.0 447.9 1975.0 450.0 2028.0 GR 454.0 2116.0 455.0 2131.0 459.0 2159.0 460.0 2190.0 NH 9 .05 1095.0 .04 1225.0 .065 1320.0 .04 NH 1668.0 .045 1694.0 .07 1951.0 .045 1977.0 .07 ET 7.1 1045.0 1994.78 1 16AU096 13:46:18 Xl 30384 46.0 1045.0 1447.0 GR 462.0 1045.0 460.0 1053.0 GR 438.14 1178.0 450.0 1225.0 GR 455.0 1307.0 450.0 1320.0 GR 450.0 1377.0 455.0 1391.0 OR 460.0 1504.0 460.0 1570.0 GR 450.0 1668.0 445.0 1673.0 GR 460.0 1716.0 460.0 1756.0 OR 458.0 1888.0 455.0 1930.0 OR 450.0 1977.0 455.0 1982.0 GE 460.0 2150.0 NH NH NH ET X1 GR OR GR GR GR GR GR GR APPROXIMATE LOCATION FIS SECTION 312+30 NH NH ET Xl GR OR GR GR OR GR GR 10 1469 2395 30604 461.0 438.55 450.0 446.0 461.0 446.0 461.0 452.0 450.0 456.0 7.0 2157 30958 461.0 438.55 465.3 448.0 451.0 455.0 457.0 7.0 2103.0 31335 371 455.0 455.0 446.0 459.0 459.8 445.0 461.3 450.0 458.0 410 1073.0 1246.0 1328.0 1413.0 1640.0 1689.0 1788.0 1951.0 2004.0 357 450.0 459.0 446.0 460.O 459.0 450.0 461.0 445.0 458.0 1095.0 1270.0 1333.0 1447.0 1650.0 1694.0 1800.0 1958.0 2077.0 1476.0 438.23 455.0 455.0 459.6 451.0 453~ 1377.0 2150.0 438.14 460.0 447.0 460.7 455.0 455.0 459.0 445.0 458.0 .O7 1223.0 1409.0 1493.0 1672.0 1821.0 2088.0 .07 1142.0 1267.0 1371.0 1481.0 1658.0 1697.0 1815.0 1967.0 2096.0 PAGE .05 1063 .04 1187 .065 1247 .04 1301 .07 .045 1496 .07 1601 .040 1831 .045 1895 0.07 7.1 1014 2149.69 49 1014 1350 269 319 220 1014 460.0 1022 455.0 1042 450.0 1063 438.55 1109 1141 450.0 1187 455.0 1211 455.8 1220 455.0 1230 1244 449.0 1247 448.0 1273 447.0 1276 446.0 1282 1295 447.0 1297 450.0 1301 455.0 1316 460.0 1340 1350 461.0 1454 460.0 1457 455.0 1464 450.0 1469 1473 446.0 1488 450.0 1496 455.0 1506 460.0 1527 1582 461.0 1601 460.0 1618 455.0 1653 452.0 1730 1751 455.0 1796 458.0 1831 458.0 1863 455.0 1867 1876 447.0 1885 447.0 1895 450.0 1898 455.0 1917 2048 458.0 2191 459.0 2247 461.0 2395 .0500 1093.0 .0400 1183.0 .0700 1346.0 .0400 2028.0 .0700 .0450 2173 .0700 2504.0 7.1 1048.0 2300.64 33 1048.0 1285.0 303 302 354 1048.0 460.0 1056.0 455.0 1076.0 450.0 1093.0 438.55 1134.0 1142.0 450.0 1183.0 455.0 1192.0 460.0 1252.0 462.0 1285.0 1298.0 450.0 1346.0 447.0 1362.0 446.5 1395.0 446.5 1456.0 1496.0 448.0 1636.0 450.0 1682.0 451.5 1732.0 451.5 1800.0 1940.0 453.0 1987.0 455.0 2000.0 458.0 2028.0 455.0 2071.0 2146.0 448.0 2157.0 448.0 2173.0 450.0 2177.0 456.0 2196.0 2232.0 459.0 2380.0 461.0 2504.0 .0500 1094.0 .0400 1176.0 .0700 1283.0 .040 2090.0 .0700 .0450 2124.0 .0700 2193.0 7.1 1037.0 2171.32 32 1037.0 1204.0 377 344 377 GR 461.0 1037.0 460.0 1045.0 455.0 1065.0 450.0 1094.0 438.55 1130.0 GR 438.55 1140.0 450.0 1176.0 455.0 1184.0 460.0 1193.0 461.0 1204.0 GR 461.0 1228.0 460.0 1231.0 458.0 1250.0 458.0 1283.0 455.0 1310.0 GR 453.0 1342.0 453.0 1396.0 454.0 1486.0 455.0 1560.0 456.0 1600.0 GR 456.0 1739.0 456.0 1889.0 456.0 2029.0 457.6 2090.0 455.0 2097.0 GR 449.0 2103.0 449.0 2117.0 450.0 2124.0 456.0 2141.0 457.0 2168.0 GR 460.0 2180.0 461.0 2193.0 END AHH CROSS SECTION 16AUG96 13:46:18 PAGE CONTRACTION AND EXPANSION COEFFICIENTS INCREASED TO CONTROL PROFILE DIPS OF GREATER THAN 0.50 FEET. * NC .055 .055 .035 .5 .7 ET 3040. 6180. 2.1 7.1 X1 32150 40 3400 3525 160 180 GR 470 1000 461 1600 461 1800 GR 457 2200 457 2220 459 2320 GR 457 2650 456.5 2680 459 2900 GR 461.5 3300 460.5 3400 437 3427 GR 437 3475 437 3489 447 3505 G~ 458 3920 459 3980 458 4240 GR 452 4350 453.5 4380 457.5 4400 GR 461 5110 462 5200 462 5460 NC 0.055 0.055 0.015 0.0 0.0 0. NH S. .055 3390.5 .015 3539.5 .055 NH 5734. ET 0. 3050. 6260. 2.1 7.1 Xl 32200. 62. 3390.5 3539.5 50. 50. BT -9. 3380. 465. 463. 3552. 465. BT 3740. 464. 3880. 463.6 BT 4190. 466. 4340. 466.9 GR 472. 900. 467. 1310. 462. 1700. GR 456.5 2201. 456.5 2221. 461.5 2222. GR 460.5 2610. 456.5 2611. 460.5 2635. GR 465. 3380. 460. 3381. 461.5 3390.5 GR 463,0 3432.01 463.0 3434.99 445. 3435. GR 445. 3495. 463. 3495.01 463. 3497.99 GR 461.5 3539.5 460. 3550. 465. 3552. GR 463.6 3880. 464. 3960. 466. 4190. GR 463.5 4340. 452.8 4365. 465.4 4365. GR 449.9 4380. 451.5 4389. 455.2 4396. GR 455.2 4397. 463.5 4411. 465.4 4411. GR 465.7 4534. 465.1 4634. 464. 4734. GR 464.4 5014. 466. 5734. ET 0. 3050. 6260. 2.1 7.1 X1 32230. 0. 0. 0. 50. 50. X2 0. 0. 0. QT 8. 14900. 14900. 14900. 14900. 14900. NC 0.055 0.055 0.045 0.1 0.3 0. ET 0. 3040. 6180. 2.1 7.1 X1 32250. 41. 3400. 3525, 1. 1. GR 470. 1000. 461. 1600. 461. 1800. GR 457. 2200. 457. 2220. 459. 2320. GR 457. 2650. 456.5 2680. 459. 2900. GR 461.5 3300. 461.5 3300. 460.5 3400. GR 437. 3470. 437. 3475. 437. 3489. GR 461.5 3650. 458. 3920. 459. 3980. GR 456. 4350. 452. 4350. 453.5 4380. I 16AUG96 13:46:18 3040. 170 458 456.5 459 437 460 456 458 464 0. 4366. 3050. 50. 463. 465.4 460.5 459.5 461.0 450. 435.0 446.5 466. 466.9 465.4 465.4 466.9 463.2 3050. SO. 1. 14900. 0. 3040. 1. 458. 456.5 459. 437. 447. 458. 457.5 4400. 2000 2620 3100 3440 3525 4280 4520 5800 4440. 0. 3600. 3960. 4411. 2000. 2430. 3000. 3425. 3455. 3498. 3600. 4340. 4366. 4396. 4411. 4834. 4440. 0. 14900. 0. 4400. 2000. 2620. 3100. 3427. 3505. 4240. 4400. 459 455 460 437 461.5 456 461 470 4411. 466. 464. 466.8 461,5 459.5 462. 446.5 435. 450.0 464. 465.4 450.7 465.4 466.8 463.5 14900. 0. 0. 459. 455. 460. 437. 460. 456. 458. 465.4 2200. 2520. 3280. 3432. 3475. 3505. 3740. 4340. 4366. 439'7. 4434. 4934. 2100. 2640. 3200. 3440. 3525. 4280. 4520. GR 461. 4720. 461. 5100. 462. 5200. 462. 5460. 464. 5800. GR 470. 6180. 0. 0. 0. 0. 0. 0. 0. 0. 2110. 1825. 55. 470. 465. 462. 464. 445. 445. 460. 452. 459. 462. NH 6. 0. 050 1323. 0. 055 1740. 0.060 NH 3570. 0.050 4000. ET 0. 0.0 0.0 0.0 7.1 X1 32305 · 53. 2110 · 2325. 55. 55. GR 470. 50. 470 · 50 · 470 · 50. GR 467. S0. 466. 135. 465. 220. GR 461 . 1740 . 461 . 1740. 461. 1740. GR 464. 1975. 465. 2045. 465. 2110. GR 460. 2160. 455. 2175. 450. 2204. GR 437.7 2232. 438. 2239. 440. 2245. GR 455 . 2281 . 460 . 2325 . 461 . 3050 . GR 458. 3200. 457. 3218. 455. 3265. GR 451. 3292. 452. 3308. 455. 3329. GR 461. 3369. 462. 3400. 461. 3570. GR 464. 3940. 465. 3970. 470. 4000. .045 3316. 50. 1323. 1825. 2125. 2218. 2253. 3140. 3283. 3350. 3910. 2325. 470. 461. 463. 463. 440. 450. 459. 451. 460. 463. 2100 2640 3200 3470 3650 4350 4720 6180 0.055 50. 1335. 1890. 2140. 2225. 2263. 3180. 3289. 3360. 3930. PAGE 8 BeginAndrew Brown Jr. Park West improvements - CLO~R 3/96 (iround data modified per City of Coppell topograpphic map sta 2080-3859. Right baIIk modified from sta 2150 to 2110 - NH stations modified Go fiC. 6. 0.050 1273. 0.055 1568. 0.060 1940. 0.045 2150. 0.055 3840. 0.050 3960. NH 5 0.050 NH 3859 ET 0. 0.0 X1 32725 61 GR 470. 0.0 (IR 465. 0.0 (IR 461. 1568. GR 463. 1940. GR 440. 2025. GR 445. 2070. ~R 462.1 2110 GR 462 2608 (IR 460 2885 GR 460.3 3520 GR 453.5 3601 GR 462 3660 GR 468 3859 1273 0.055 1568 0.060 1940 0.045 2119 0.055 0.0 0.0 7.1 1634. 3632. 1940 2110 380 520 420 470. 0.0 470. 0.0 470. 0.0 470. 0.0 464. 90. 465.~ 180. 465. 1273. 461. 1285. 453. 1592. 453. 1842. 464. 1895. 464. 1895. 460. 1960. 455. 1981. 450. 2002. 445. 2018. 439. 2030. 438.2 2040. 439. 2050. 440. 2053. 450. 2080. 450 2080 460 2102 462 2107 462 2119 460 2222 459.9 2250 460 2285 463 2730 462 2779 460 2803 459.2 2855 461 3140 460 3295 459.5 3360 460 3470 460 3555 458 3572 456 3590 454 3595 454 3608 456 3615 458 3620 460 3645 464 3668 466 3675 468 3688 469 3742 QT 8. 14900. 14900. 14900. 14900. 14900. 14900. ROB ground data modified per City of Coppe11 topographic map sta 1902-3030. Right bank modified from sta 1960 to 1935 - NH station modified to fit. 5. 0.050 1305.9 0.055 1420.6 0.060 1752. 0.045 1960. 0.055 3560. NH 5 0.050 1305.9 0.055 1420.6 0.060 1752. NH 3560. ET 0. 0.0 0.0 0.0 7.1 1390. i 16AUG96 13:46:18 Xl 33145 45 1390 X3 10. (IR 470. -175. 470. GR 465. 1305.9 460.33 ~ 452. 1485. 451.75 GR 463. 1752. 462. CaR 450. 1825. 445. GR 439. 1870. 440. GR 460.8 2135 460 GR 460.7 2727 460.1 (IR 460.2 2990 460 1935 385 290 420 -175 1315 1515 1779 1535 1878 2236 2803 3030 14900. 14900. 0.045 1960. 1935. 0.055 470. -175. 470. -175. 465. -175. 460.55 1350.1 460.64 1390. 453. 1420.6 452. 1545. 453. 1620. 463. 1660. 461. 1789. 460. 1795. 455. 1810. 440. 1848. 439. 1862. 438.4 1862. 445. 1889. 450 1902 460 1935 458 2265 458 2300 460 2335 460 2868 459.8 2885 460 2925 460 3500 462 3510 470 3560 ROB ground data modified per City of Coppe11 topographic map sta 1545-2181. Right bank modified from sca 1603 to 1560 - NH station modified to fit. X3 deleted: Effective flow widened as a transition to d/s conditions. rob n raised Co balance Qs 0.100 2537. 1603. 959.00 465. 960.00 1220. 462. 1310. 1419. 450. 1432. 1475. 439. 1485. 1545 462 1560 1626 456.2 1842 2039 458 2080 2245. 461. 2515 NH 4. 0. 055 1310.0 0. 060 ET 0. 0.0 0.0 0.0 Xl 33470. 41. 1135. 1560. X3 GR 470. 0.0 465. 0.0 (IR 459.72 976.00 460.0 1010. GR 462. 1360. 461. 1382. GR 445. 1432. 440. 1460. GR 440. 1491. 445. 1510. (IR 462 1578 460 1599 (IR 458.0 1865 460 1892 GR 457.5 2120 458 2145 GR 466. 2537 . End Andrew Brown Jr. Park West improvements - CLOMR 1360. 0.045 1560. 7.1 1135. 315. 260. 325. 465. 958.00 465.00 460.2 1135. 453. 460. 1391. 455. 439. 1465. 439.5 450. 1520. 460 458 1605 456.2 460.2 1965 460 460 2181 461.2 0.045 1392. 0.055 1825. 0.050 7.1 868. 1480. 250. 790. O. O. O. O. O. 853. 461.2 868. 453. 900.8 1075. 452. 1075. 452. 1075. 1280. 460. 1291. 455. 1304. 1337. 439. 1340. 438.8 1345. 1363. 450. 1372. 455. 1381. 1445. 463. 1472. 464. 1520. 1830. 466. 1845. NH 5. 0.055 1201. 0.060 1280. NH 1845. ET 0. 0.0 0.0 0.0 X1 34260. 34. 868. 1520. 830. X3 10. 0. 0. 0. 0. (IR 470. 0.0 465. 0.0 465. GR 452. 1000.0 451.5 1037.5 452. (IR 453. 1166.4 461.64 1201.0 461.0 GR 450 · 1319 . 445 · 1328 · 440 · GR 439. 1350. 440. 1357. 445. GR 460. 1392. 461. 1415. 462. GR 461 . 1620 . 461 . 1825 . 462 . NH 5. 0.050 648. 0.055 1005. 0.060 1310. 0.045 1533. 0.055 NH 1575. ~ 0. 0.0 0.0 0.0 7.1 660. 1500. Xl 34850. 25. 1310. 1520. 520. 640. 590. 0.0 0.0 0.0 X3 10. 0. 0. 0. O. 0. 0. 0. 0. 0. (IR 465. 0.0 465. 648. 461. 660. 461. 660. 461. 1005. GR 462.0 1038. 463. 1210. 464. 1270. 464.3 1310. 460. 1338. GR 455. 1341. 450. 1380. 445. 1388. 440. 1390. 439.3 1394. 440. 1410. 445. 1428. 450. 1435. 455. 1442. 460. 1465. OR 16AU~96 13: 46:18 462. 1484. 465. 1520. 465. 1548. 466. 1560. 467. ET 0. 0.0 0.0 0.0 7.1 NH 5. .050 355. .055 100S. .060 NH 1575. X1 34950 . 28 . 1310 . 1520 . 110 . 90 . (IR 470. -380. 465. -380. 464. -260. (IR 463.48 0. 463. 62. 462. 190. GR 462 . 1038 . 463 . 1210 . 464 . 1270 . GR 455. 1341. 450. 1380. 445. 1388. OR 440. 1410 . 445 . 1428 . 450 . 1435 . GR 465 . 1520 . 466 . 1560 . 467 . 1575 . 660. 1310. 100. 463. 461. 464.3 440. 455. 1520. .045 -240. 355. 1310. 1390. 1442. 1520. 463. 461. 460. 439.3 460. 1575. .055 -70. 1005. 1338. 1394. 1465. QT 8. 15600. 15600. 15600. 15600. 15600. 15600. 15600. 15600. NH 6. 0.060 1200. 0.050 2155. 0.060 2900. 0.045 3060. 0.060 NH 3960. 0.050 4070. 0. 0. 0. 0. 0. 0. 0. ET 0. 0. 0. 0. 7.1 2900. 3845. X1 36970. 31. 2900. 3060. 2020. 2020. 2020. GR 483. 1000. 477.5 1050. 475. 1200. 475. 1430. 473.8 1510. OR 473. 1810. 474. 2155. 469. 2360. 466. 2560. 466. 2850. GR 465. 2900. 458. 2930. 453.5 2930. 444. 2930. 440. 2937. OR 442.7 2970. 450.6 2975. 454. 2985. 456. 2990. 465. 3060. GR 466.5 3140. 465. 3280. 462. 3400. 462. 3430. 464.5 3570. OR 463. 3670. 459. 3740. 459. 3870. 461.5 3960. 463.5 3990. GR 473. 4070. 0. 0. 0. 0. 0. 0. 0. 0. NH 5. .0S 1540. .06 2100. .045 2270. .055 2755. NH 3070. BT 7.1 1751. 2682. X1 38200. 49. 2100. 2270. 1150. 950. 1230. OR 473.2 1000. 472. 1250. 470. 1360. 468. 1400. 468. OR 468. 1540. 466. 1570. 464. 1600. 462. 1650. 461. GR 462. 1930. 464. 2050. 466. 2070. 467.4 2100. 466. GR 464. 2125. 462. 2135. 460. 2142. 450. 2160. 444. GR 441. 2185. 444. 2200. 450. 2215. 460. 2255. 462. OR 462. 2295. 462. 2340. 464. 2390. 464. 2440. 462. GR 460. 2480. 458. 2500. 456. 2515. 454. 2530. 452. GR 451. 2560. 452. 2580. 454. 2600. 456. 2620. 458. GR 460. 2720. 462. 2755. 464. 2780. 466, 2800. 468. GR 470. 2840. 472. 2860. 474, 2950. 474,4 3070. .O5 1450. 1760. 2120. 2170. 2270. 2460. 2535. 2670. 2820. NH 5. .05 1275. .055 1540. .045 , 1675. .055 2175. .05 NH 2310. ET 7.1 1360. 2064. X1 39290. 30. 1525. 1675. 980. 1110. 1090. OR 474. 1000. 472. 1030. 470. 1070. 468. 1115. 466. 1200. GR 464. 1275. 462. 1320. 460.3 1345. 462. 1400. 464. 1450. GR 464. 1525. 462. 1540. 460. 1550. 450. 1560. 445. 1565. GR 441.88 1580. 445. 1600. 450. 1615. 460. 1675. 460. 1710. (IR 458. 1750. 458. 1950. 460. 2000. 462. 2150. 464. 2175. OR 466. 2180. 468. 2190. 470. 2200. 472. 2240. 474. 2310. 1 13:46:18 16AUG96 PAGE PAGE 10 11 X1 OR GR GR GR OR GR GR NH ET Xl GR OR OR OR GR GR OR 4710. 0. 39440. 502. 484. 477. 464. 462.5 481.5 485. 6 4950 39490 5O2 477.5 465 462.8 442 464 495 8 6 4710 0.060 1050. 0.060 2000. 0.055 4040. 0.045 4150. 0.060 0.055 6040. 0. 0. 0. 0. 0. 0. 0. 0.0 0.0 0. 7.1 3921. 4514. 34. 4040. 4150. 150. 280. 150. 1000. 491.6 1050. 490. 1160. 487. 1330. 487. 1530. 1800. 483. 2000. 480. 2100. 480. 2200. 477. 2480. 3450. 477.3 3610. 471.5 3730. 465. 3790. 463. 3900. 4000. 468. 4025. 464. 4040. 444. 4090. 442. 4110. 4150. 468.5 4210. 462.8 4400. 464. 4600. 466.5 4710. 4880. 483. 4970. 484. 5080. 482. 5380. 482. 5460. 5600. 488. 5730. 493.5 5830. 500. 6040. 0. 0. .05 .055 1090 6200 .O5 2380 .055 3760 .045 4670 .05 8.4 33 4030 4310 50 50 50 1000 491.5 1090 479 2380 478.5 3060 478.2 3175 477 3320 477 3782 462 · 7 3885 462 · 3 3895 463 3985 467 . 5 4030 463 4045 454 · 3 4193 443 · 5 4217 462 · 5 4257 468 · 5 4635 478 · 2 4670 478.5 4950 483 · 5 5940 499 6120 500 6200 2480 3470 3914 4155 4310 5380 478 478 464 442 478.5 483.5 15400 15400 15400 15400 15400 15400 15400 15400 .05 1050 .055 2000 .0SS 4040 .045 4150 .055 6040 2670 3760 3965 4183 4505 5520 .O5 X1 GR GR GR GR NH NH ET X1 GR 39540 502 484 477 464 462.5 481.5 485 8 6 5410 40650 501 488.5 468.2 451.2 463 482.5 497.8 16AUG96 QT 8 NH 6 NH 3350 ET Xl 48000 GR 503 OR 465.6 OR 459 OR 448.5 GR 465.5 OR 487.8 GR 498.4 QT 8 NH 6 NH 4585 X1 51350 GR 509 GR 479 GR 471.3 GR 470.5 GR 470.3 GR 482 NH 6 NH 6120 ET X1 53350 GR 510 GR 474 GR 469 GR 475 GR 450 OR 460 OR 478 NH 6 NH 4480 Xl S5590 ~ 501.5 GR 489 GR 472 GR 452.4 GR 473 NH 6 NH 4630 ET i 16AUG96 34 1000 1800 3450 4000 4150 4880 5600 10200 .06 .04 32 1000 2950 4320 4770 4860 5410 6150 13:46.'18 9800 .06 .06 32 1300 1710 2355 2405 2830 3380 5020 9400 .05 .06 30 1000 2030 3140 4000 4280 4615 .05 .055 34 1000 2100 3510 5170 5580 5650 6100 .04 .055 23 1000 1900 3600 4300 4440 .06 13:46:18 4040 491.6 483 477.3 468 468.5 483 488 10200 1200 6200 4730 497 489 465 440 467 484.2 499 980O 1540 5200 2370 490 464.8 457 454 467.8 489 501.5 9400 1400 5420 4160 504 474.5 469.6 470.5 471 484 1300 6230 5570 498 472.5 472.5 470 448 467 481.4 1300 4540 4250 493 48O 472 452.4 483 1850 4800 4150 1050 2000 3610 4025 4210 4970 5730 10200 .055 4815 1200 3240 4500 4780 4870 5550 6200 9800 .055 2445 1450 1740 2370 2410 3060 3570 5200 9400 .05 4515 1100 2230 3400 4100 4315 4675 .055 5670 1200 2500 3700 5300 5590 5670 6120 .055 4340 11oo 2000 3900 4325 4480 .052 50 490 480 471.5 464 462.8 484 493.5 10200 3750 1400 491.5 487.8 465 440 464 483.8 9800 2330 5700 482.2 464.5 445.6 462.3 467.8 491 9400 2930 3600 492.6 472.8 468.7 470.3 469.4 498 3400 1650 492 474 472.5 473 45O 473 490 1900 2000 487 475 473 472 502 4120 50 1160 2100 3730 4040 4400 5080 5830 10200 .06 800 1800 3750 4600 4800 5080 5790 9800 .055 2900 1490 1880 2375 2430 3170 3980 9400 .055 3700 1400 2470 3600 4160 4415 5215 .05 1750 1300 2750 3740 5360 5600 5700 6170 .06 2200 1300 2500 4000 4340 4540 .055 7.1 S0 487 480 465 444 464 482 500 10200 4730 1110 489 480 465.5 449 465 486.8 9800 2370 7350 482.5 467.2 446 466.5 475 491 9400 4160 3350 490.5 472.5 468.5 446.5 470.2 500 5570 2000 479 472 470 472 450 472 510 4250 2240 484 475 476 474 4335 3800 1330 2200 3790 4090 4600 5380 6040 10200 .045 2400 4050 4630 4810 5120 .5950 9800 .045 1540 1890 2385 2445 3240 4330 9400 .045 1600 2690 3800 4200 4515 5330 .045 1850 3400 4000 5470 5620 5900 6230 .045 1500 2600 4240 4390 .045 4415 487 477 463 442 466.5 482 10200 4815 490.2 473 464.8 457.8 471 495.5 9800 2445 474 469 446.8 431 474.5 488.5 9400 4515 487 474 468.5 447.5 483.8 505.5 5670 476 467 472 456 451 473 4340 486 471 470 472.5 4415 1530 2480 3900 4110 4710 5460 .045 2700 4180 4730 4815 5170 6130 .O6 1590 2330 2395 2500 3350 4740 .058 1850 2930 3870 4238 4585 5420 .058 1900 3450 4700 5570 5630 6000 .06 1550 3000 4250 4410 .058 PAGE Xl 56940 33 4335 4415 1250 1250 1350 OR 502 1000 499.4 1070 494.S 1720 490.8 1850 477.8 2090 GR 474.5 2330 474.6 2480 472.4 2820 475.6 2980 473.6 3120 GR 472 3300 475 3640 475 3760 473.4 3850 469 3880 GR 469 3920 474 3930 475.8 3980 475.3 4120 472 4290 OR 462 4335 454.5 4340 451 4345 449.2 4355 449 4360 GR 452 4370 467 4400 474 4415 473 4440 473.8 4445 GR 476 4630 500 4760 502 4800 1 PAGE 12 13 16AUG96 13: 46:18 PAGE 14 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q Q~OB (}CH QROS ALOE ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOER ITRIAL IDC ICONT HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV ~ ELMIN SSTA COP. AR TOPWID ENDST *PROF 1 0 CCHV- .100 CEHV- .300 *SECNO 25530.000 3470 ~NCROACHMENT STATIONS- 2494.0 25530.000 19.12 453.52 .00 20600.0 .0 20600.0 .0 .00 .00 6.86 .00 .000906 700. 700. 560. 2742.0 TYPE- i TARGET- .00 454.25 .73 .0 3001.0 .0 .000 .035 .000 0 0 0 248.000 .00 .00 455.33 .0 .0 100000.00 .000 434.40 2'502.44 .00 235.67 2738.11 *SECNO 25770.000 3470 ENCROACHMENT STATIONS- 2495.0 25770.000 19.37 453.97 .00 20600.0 .0 20600.0 .0 .01 .00 5.50 .00 .000525 240. 240. 240. 1490 NH CARD USED *SECNO 26830.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 2619.0 26830.000 18.39 454.69 .00 21300.0 .0 18285.6 3014.4 .07 .00 5.48 1.41 .000789 1030. 1010. 960. 1490 NH CARD USED *SECNO 26880.000 3265 DIVIDED FLOW 26880.000 18.51 454.71 .00 21300.0 .0 20894.0 406.0 .07 .00 5.53 .72 .000762 32. 50. 479. 2780.0 TYPE- i TARGET- .00 454.44 .47 .0 3742.1 .0 .000 .035 .000 2 0 0 5200.0 TYPE- i TARGET- .00 455.09 .40 .0 3337.9 2139.2 .000 .035 .055 0 0 0 .00 455.17 .47 .0 3777.4 563.6 .000 .036 .045 2 0 0 285.000 .16 .03 455.33 18.6 1.4 100000.00 .000 434.60 2500.67 .00 272.69 2773.36 2581.000 .64 .01 457.35 124.2 18.0 452.00 .000 436.30 2630.24 .00 1199.25 3969.96 .07 .02 461.50 143.2 27.7 457.50 .000 436.20 1039.28 .00 1173.21 2668.71 16AUG96 13:46:18 SECNO DEPTH CWSET. CRIWS WSELK EG H~ Q QLOB OCH QROB ALOE ACH AROB TIME %~/~OB VCH VROB XNL XNCH XNR SI,OPE XLOBL XLCH XLOBI~ ITRIAL IDC ICONT }IL OLOSS L-BANKEL~,~ VOL TWA R-BANKELEV tTn~ EL~4IN SSTA CORAR TOPWID SNDST PAGE 15 1490 NH CARD USED *S~.CN0 27165. 000 3265 DIVIDSD FLOW 27165.000 19.14 455.24 .00 21300.0 .0 7005.5 14294.5 · 10 .00 3.07 2.29 .000389 240. 284. 201. 1490 NH CARD USED *SECNO 27449.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW .00 455.35 .10 .0 2282.1 6236.7 .000 .046 .040 3 0 0 27449.000 19.75 455.35 .00 .00 455.43 .07 21300.0 .0 6474.6 14825.4 .0 3252.2 6562.2 .13 .00 1.99 2.26 .000 .050 .037 .000248 240. 284. 248. 2 0 0 1490 NH CARD USED .14 .04 461.50 178.6 34.2 459.00 .000 436.10 1010.03 .00 1418.55 2610.10 .08 .00 460.30 233.1 42.9 457.50 .000 435.60 1033.60 .00 1551.59 2736.39 ~'SECNO 27748. 000 1530 MANNINGS N VALUES FOR CHANNEr, COMPOSITED 3265 DIVIDED FLOW 27748.000 20.22 455.42 .00 .00 455.49 .07 .06 .00 460.00 21300.0 .0 6740.9 14559.1 .0 3171.9 7095.8 296.2 52.2 456.50 .17 .00 2.13 2.05 .000 .047 .037 .000 435.20 1089.31 .000197 324. 299. 262. 2 0 0 .00 1445.81 2767.54 1490 NH CARD USeD *SECNO 27992.000 1530 M~NNINGS N VALUES FOR CHANNEL COt4POSIT~D 3265 DIVIDED FLOW 27992.000 19.88 455.48 .00 .00 455.55 .07 .06 .00 21300.0 .0 8458.9 12841.1 .0 3641.4 6429.2 363.3 61.6 · 21 .00 2.32 2.00 .000 .047 .039 .000 435.60 .000226 213. 244. 309. 0 0 0 .00 1344.42 460.00 458.60 1059.08 2589.88 16AU~96 13:46:18 SEC~qO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ~ AROB VOL TWA TIME VLOB VCH VROB XNL XNCH ~ ~ ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COIU~R TOPWID 1490 NH CARl) USED *SECNO 28168.000 1530 MANNINGS N VALUES FOR CHANNELCOMPOSITED 3265 DIVIDED FLOW 28168.000 18.93 455.53 .00 .00 455.59 .06 .04 .00 460.00 21300.0 .0 5923.5 15376.5 .0 3156.0 7690.5 413.1 68.1 458.80 · 24 .00 1.88 2.00 .000 .045 .037 .000 436.60 1038.92 .000150 167. 176. 223. 0 0 0 .00 1313.08 2470.91 1490 NH CARD USED *SECNO 28492.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITE/) 3265 DIVIDED FLOW 28492.000 19.27 455.57 .00 .00 455.64 .07 .05 .00 460.00 21300.0 .0 6096.4 15203.6 .0 3086.1 7073.9 488.4 77.1 459.20 .28 .00 1.98 2.15 .000 .046 .036 .000 436.30 1234.59 .000167 406. 324. 307. 2 0 0 .00 1220.21 2578.64 1490 NH CARD USED *SECNO 28720.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 28720.000 18.82 455.62 .00 .00 455.71 .09 .06 .01 21300.0 .0 7338.4 13961.6 .0 3060.0 5875.4 554.7 85.4 .31 .O0 2.40 2.38 .000 .044 .037 .000 436.80 .000231 173. 228. 338. 0 0 O .O0 1095.73 1490 NH CARD USED *SECNO 28890.000 1530 MANNINGS N VALUES FOR CHANNEL CO, POSITED 3265 DIVIDED FLOW i 16AUG96 13:46:18 SECNO DEPTH CWSEL CRIWS WSELK E(~ HV }IL OLOSS O QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH ~ WTN EI,MIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID L-BANK ELEV R-BANK ELEV SSTA 460.00 458.60 1298.55 2516.67 L-BANK ELEV R-BANK ELEV SSTA ENDST PAGE 16 PAGE 17 3302 WARNING: 28890.000 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .67 18.55 455.65 .00 .00 455.78 .13 .06 .01 462.00 21300.0 .0 9353.6 11946.4 .33 .00 3.26 2.67 .000510 153. 170. 194. 1490 NH CARD USED *SECNO 29124.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW .0 2869.3 4469.9 589.3 .000 .047 .040 .000 0 0 0 .00 90.1 437.10 1077.66 29124.0.00 18.30 455.70 .00 .00 456.03 .33 .19 .06 21300.0 .0 16547.2 4752.8 .0 3275.8 1931.9 630.6 97.4 · 35 .00 5.05 2.46 .000 .046 .040 .000 437.40 .001012 161. 234. 337. 2 0 0 .00 984.06 1490 NH CARD USED *SECNO 29651.000 1530 MANNINGS N VALUES FOR CHANNEL COt4POSITED 3265 DIVIDED FLOW 29651.000 18.18 456.24 .00 21300.0 .0 11744.2 9555.8 .39 .00 3.48 2.71 .000528 600. 527. 404. .00 456.39 .15 .35 .0 3378.7 3521.9 696.1 .000 .046 .040 .000 2 0 0 .00 .02 107.5 438.06 1020.00 1490 NH CARD USED *SECNO 29831.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 29831.000 18.19 456.33 .00 21300.0 .0 10000.0 11300.0 .41 .00 3.11 3.04 .000372 171. 180. 197. 460.00 1314.39 2526.00 462.00 459.00 1290.05 2359.22 462.00 457.40 1191.04 2590.89 .00 456.48 .15 .08 .00 462.00 .0 3210.6 3715.3 726.1 111.7 458.00 .000 .044 .036 .000 438.14 1169.68 2 0 0 .00 857.57 2421.32 I 16A%X]96 13:46:18 SECNO DEPTH CWSEL CRIWS WSELK ~ HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID 1490 NH CARD USED *SECNO 30027.000 1530 MANNINGS N VALUES FOR C~ANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 30027.000 18.15 456.38 .00 .00 456.67 ,29 21300.0 .0 13549.0 7751.0 .0 3008.1 1962.5 .42 .00 4.50 3.95 .000 .049 .043 .001141 148. 196. 299. 2 0 0 1490 NH CARD USED *SECNO 30384.000 1530 MANNINC, S N VALUES FOR CP. ANNEL COMPOSITED 3265 DIVIDED FLOW .57 .15 759.6 .000 .00 .04 116.2 438.23 680.98 L-BANK ELEV R-BANK ELEV SSTA ENDST 462.00 460.00 1150.49 2140.64 30384.000 18.60 456.74 .00 .00 457.32 .58 .57 .09 462.00 21300.0 .0 17098.6 4201.4 .0 2749.8 749.8 795.9 121.1 460.00 .44 .00 6.22 5.60 .000 .049 .048 .000 438.14 1066.03 .002147 371. 357. 410. 2 0 0 .00 429.26 1994.78 .46 818.9 .000 .00 1490 NH CARD USED *SECNO 30604.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED .02 125.0 438.55 825.02 3265 DIVIDED FLOW 30604.000 18.87 457.42 .00 .00 457.80 .38 21300.0 .0 14980.5 6319.5 .0 2799.0 1699.0 .46 .00 5.35 3.72 .000 .050 .047 .001645 269. 220. 319. 2 0 0 461.00 461.00 1032.31 2149.69 PAGE 18 1490 NH CARD USED *SECNO 30958.000 I 16AUG96 13:46:18 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB (}CH QROB ALOB ACH AROB TIME VLOB VCH %'ROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WAR1NING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABL~ RANGE, KRATIO - 2.13 30958.000 19.38 457.93 .00 .00 458.04 .12 21300.0 .0 3543.0 17757.0 .0 1484.2 6366.5 .49 .00 2.39 2.79 .000 .051 .041 .000364 303. 354. 302. 2 0 0 1490 NH CARD USED *SECNO 31335.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WAI~NING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .35 31335.000 19.28 457.83 .00 .00 458.49 .66 21300.0 .0 11147.4 10152.6 .0 1389.3 2344.1 .50 .00 8.02 4.33 .000 .047 .042 .003020 377. 377. 344. 3 0 0 CCh'V- .500 CEHV- .700 *SECHO 32150.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACT{MENT STATIONS- 3040.0 6180.0 TYPE- I TARGET- 32150.000 20.91 457.91 .00 .00 459.64 1.73 21300.0 .0 20414.3 885.7 .0 1894.0 393.9 · 51 .00 10.78 2,25 .000 .035 .055 .001862 160. 170. 180. 2 0 0 i 16AU~96 13: 46:18 1490 NH CARD USED *SECNO 32200.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD- 463.60 MAX ELLC- ******** 3470 ENCROACHMENT STATIONS- 3050.0 6260.0 TYPE- i TARGET- 32200.000 22.71 457.71 .00 .00 460.36 2.66 21300.0 .0 19803.7 1496.3 .0 1473.1 230.7 .51 .00 13.44 6.49 .000 .015 .021 .001091 50. 50. 50. 2 0 0 HL OLOSS L-BANKELEV VOL TWA R-BANKELEV WTN ELMIN SSTA CORAR TOPWID ENDST .22 .03 461.00 864.3 132.1 462.00 .000 438.55 1064.29 .00 1140.63 2300.64 .29 .16 461.00 911.1 140.7 461.00 · 000 438.55 1053.68 · 00 1022.21 2171.32 3140.000 .40 .75 460.50 923.2 143.6 460.00 .000 437.00 3402.97 .00 375.99 4498.93 HL OLOSS L-BANK VOl, TWA R-BAI~ WTN ELMIN SSTA COP, AR TOPWID ENDST 3210.000 .07 .65 461.50 925.5 143.9 461.50 .000 435.00 3401.88 .00 165.96 4401.23 PAGE PAGE 19 *SECNO 32230.000 3265 DIVIDED FLO~ 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD- 3470 ENCROACHMENT STATIONS- 3050.0 32230.000 22.91 457.91 .00 21300.0 .0 19764.4 1535.6 .51 .00 13.20 6.40 .001045 50. 50. 50. CCHV- .100 CEI'iV- .300 *SECIt*O 32250.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS i 16AU~96 13:46:18 463.60 MAX ELLC- ******** 6260.0 TYPE= i TARGET- .00 460.46 2.55 .0 1497.8 240.1 .000 .015. .021 2 0 0 SEC~IO DEPTH CWSEL CRIWS WSELK EG }iV O OLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB ~ ENCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 3210.000 .05 .05 461.50 927.4 144.1 461.50 .000 435.00 3401.27 .00 168.00 4401.57 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA COP, AR TOPWID ENDST PAGE 21 3470 ENCROACHMENT STATIONS- 3040.0 32250.000 23.31 460.31 .00 14900.0 116.9 11910.5 2872.5 .51 .72 5.45 1.41 .000699 1. 1. 1. 6180.0 TYPE- i TARG~T- .00 460.68 .37 162.6 2186.4 2030.2 .055 .045 .055 3 0 0 1490 NH CARD USED *SEClqO 32305.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 32305.000 22.45 460.15 .00 14900.0 .0 11155.9 3744.1 .51 .00 7.36 4.36 .002771 55. 55. 55. KRATXO - 1490 NH CARD USED *SECNO 32725.000 3265 DIVIDED FLO# 3301 I,'IV CHANGED MORE THAN HVINS 3302 WARNING: .00 460.85 .70 .0 1515.7 859.3 .000 .045 ,055 2 0 0 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 32725.000 23.02 461.22 .00 .00 461.40 .18 14900.0 5689.4 7775.5 1435.1 2384.1 1837.8 1396.7 · 55 2.39 4.23 1.03 .060 .045 .055 .000641 380. 420. 520. 2 0 0 3140.000 .00 .22 460.50 927.5 144.1 460.00 .000 437.00 3040.00 .00 1263.17 4673.93 .5O .07 .10 465.00 931.8 145.2 460.00 .000 437.70 2159.03 .00 S06.02 3361.31 2.08 .50 .0S 463.00 971.8 158.5 462.10 .000 438.20 1284.33 .00 1940.23 3654.18 1490 NH CARD USED *SECRO 33145.000 I 16ADG96 13:46:18 SE(~qO DEPTH CWSEL CRIWS WSELK EG HV Q OLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 33145.000 23.14 461.54 .00 .00 461.67 .14 HL OLOSS L-BANKELEV VOL TWA R-BANK ELEV WTN EI/~IN SSTA COP, AR TOPWID ENDST .26 .00 460.64 PAGE 22 14900.0 54.8 12741.8 2103.4 77.4 4003.9 2247.5 1023.0 173.4 · 59 .71 3.18 .94 .0SS .054 .0SS .000 438.40 .000679 385. 420. 290. 2 0 0 .00 2065.53 1490 NH CARD USED *SECNO 33470.000 3265 DIVIDED FLOW 460.00 1312.65 3507.68 33470.000 22.70 461.70 .00 .00 461.92 .22 .22 .02 460.20 14900.0 272.5 12217.8 2409.7 268.6 2981.5 2428.5 1064.2 184.7 462.00 .61 1.01 4.10 .99 .055 .039 .100 .000 439.00 970.00 · 000730 315. 325. 260. 2 0 0 .00 1465.11 2518.08 1490 NH CARD USED *SECNO 34260.000 464.00 3495 OVERBANK AP,~A ASSUMED NON-EFFECTIVE, F.T,T.~I~. 461.20 ELREA- 34260.000 23.47 462.27 .00 .00 462.44 .17 .51 14900.0 1.0 14899.0 .0 2.2 4522.6 .0 1141.9 .68 .44 3.29 .00 .055 .044 .000 .000 .000650 830. 790. 250. 2 0 0 .00 1490 NH CARD USED *SECNO 34850.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 3495 OVERBANK AREA ASSDMED NON-EFFECTIVE, ELLEA- 464.30 ELRRA- .43 465.00 .00 197.6 438.80 588.43 i 16AU~96 13:46:18 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VI,OB VCH VROB XNL XNCH XNR WTN ELMIN SI~OPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID 34850.000 22.99 462.29 .00 .00 463.50 1.21 .75 .31 14900.0 .0 14900.0 .0 .0 1687.6 .0 1183.9 202.7 .70 .00 8.83 .00 .000 .045 .000 .000 439.30 .003540 520. 590. 640. 2 0 0 .00 164.42 1490 NH CARD USED *SECHO 34950.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.52 34950.000 24.11 463.41 .00 .00 463.81 .40 .23 14900.0 3955.7 10944.3 .0 2311.1 1888.6 .0 1190.9 · 70 1.71 5.79 .00 .054 .045 .000 .000 · 001538 110. 100. 90. 3 0 0 .00 1490 NH CARD USED *SECHO 36970.000 .08 204.9 439.30 1648.71 3265 DIVIDED FLOW 461.20 464.00 863.79 1452.22 L-BANK ELEV R-BANK ELEV SSTA ENDST 464.30 46S.00 1323.08 1487.50 464.30 465.00 -248.12 1502.46 36970.000 25.98 465.98 .00 .00 466.25 .27 2.43 .01 465.00 15600.0 11.5 9165.8 6422.7 23.9 1786.7 2993.0 1399.7 268.3 465.00 .85 .48 5.13 2.15 .060 .041 .060 .000 440.00 2851.10 .000973 2020. 2020. 2020. 3 0 0 .00 1083.23 4010.87 1490 NH CARD USED *SECHO 38200.000 3265 DIVIDED FLO~ 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.90 PAGE 23 38200.000 25.70 466.90 .00 .00 466.77 .08 .51 .02 15600.0 2428.2 5970.6 7201.2 2175.9 2070.6 3767.9 1556.9 295.8 .99 1.12 2.88 1.91 .060 .045 .055 .000 441.00 .000268 1150. 1230. 950. 2 0 0 .00 1222.15 467.40 462.00 1559.59 2806.94 i 16AUG96 13: 46:18 SEC~O DEPTH CWSEL CRIWS WSELK EO HV {iL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR MTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID 1490 ~ o~ usgb *SECNO 39290.000 39290.000 25.10 466.98 .00 .00 467.09 15600.0 1484.2 7266.9 6849.0 1237.6 2171.9 1.11 1.20 3.35 1.82 .055 .044 .000295 980. 1090. 1110. 2 0 1490 NH CARD USED *SECNO 39440.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WAi~NING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANO~, .11 3768.3 ,.055 0 KI~TIO - .31 1744.4 .000 .00 .46 .01 323.0 441.88 1026.64 R-BANK ELEV SSTA ENDST 464.00 460.00 1158.27 2184.91 39440.000 24.71 466.71 .00 .00 467.35 .65 .10 .16 464.00 15600.0 1345.6 12202.0 2052.5 669.2 1688.1 1166.1 1770.2 327.7 462.50 1.12 2.01 7.23 1.76 .055 .045 .060 .000 442.00 3774.22 .001394 150. 150. 280. 2 0 0 .00 847.68 4712.38 1490 NH CARD USED *SECNO 39490.000 3265 DIVIDED FLOW 39490.000 25.14 467.14 .00 .00 467.44 .30 .05 .03 467.50 15600.0 1767.2 13762.3 70.5 826.0 2992.6 56.5 1774.4 328.5 468.50 1.12 2.14 4.60 1.25 .045 .045 .045 .000 442.00 3778.37 .000804 50. 50. 50. 2 0 0 .00 550.98 4642.75 1490 NH CARD USED *SECI~O 39540.000 3265 DIVIDED FLOW 467.55 .50 .05 .06 39540.000 25.05 467.05 .00 .00 15400.0 1447.4 11286.2 2666.4 755.3 1725.0 1332.2 1778.8 329.4 1.12 1.92 6.54 2.00 .055 .045 .050 .000 442.00 .001109 50. 50. 50. 2 0 0 .00 872.51 464.00 462.50 3771.12 4716.19 PAGE 24 16AU~96 13:46:18 SECNO DEPT~ CWSEL CRIWS WSELK EG HV {iL O~OSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH ]/ROB XNL ]iNCH ~ MTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID 1490 NHCARDUSED *SECNO 40650.000 40650.000 28.20 468.20 .00 .00 468.43 10200.0 1077.7 6902.2 2220.1 999.6 1508.6 1.21 1.08 4.58 1.95 .060 .045 .000521 1400. 1110. 800. 2 0 1490 NH CARD USED *SECNO 48000.000 3265 DIVIDED FLOW .23 1139.1 .045 0 .85 1870.9 .000 .00 .03 350.3 440.00 826.37 L-BANK ELEV R-BANK ELEV SSTA ENDST 464.80 457.80 4320.26 5146.63 48000.000 25.09 470.69 .00 .00 470.78 .09 2.33 .01 457.00 9800.0 3511.5 4298.5 2030.0 2741.9 1261.6 2204.1 2460.7 473.9 466.50 PAGE 25 2.00 1.28 3.38 .92 .055 .045 .060 .000 445.60 1637.27 .000297 5700. 7350. 2900. 3 0 0 .00 1538.55 3198.11 1490 NH CARD USED *SECNO 51350.000 51350.000 25.50 472.00 .00 .00 472.08 .08 9400.0 2838.1 6557.6 4.4 2487.1 2491.1 8.3 2.44 1.14 2.63 .52 .055 .045 .058 .000495 3600. 3350. 3700. 2 0 0 1490 NH CARD USED *SECNO 53350.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.30 2915.1 .000 .00 1.51 .00 S96.5 446.50 1438.63 470.30 470.20 3085.63 4524.26 53350.000 24.57 472.57 .00 .00 472.68 .12 .59 .01 456.00 9400.0 3181.3 6153.6 65.1 3321.3 1861.8 126.0 3127.7 667.2 467.00 2.65 .96 3.31 .52 .050 .045 .058 .000 448.00 2481.80 .000217 1650. 2000. 1750. 2 0 0 .00 2182.27 5956.83 1490 NH CARD USED i 16AUG96 13:46:18 SECIqO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB A~OB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID *SECNO 55590.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 55590.000 20.85 473.25 .00 .00 473.67 .42 9400.0 1865.7 7513.6 20.8 1764.1 1289.5 38.4 2.77 1.06 5.83 .54 .060 .045 .060 .001067 2000. 2240. 2200. 2 0 0 1490 NH CARD USED *SECNO 56940.000 3265 DIVIDED FLOW .45 .9O 3329.6 .000 .00 .09 750.8 452.40 1412.60 56940.000 25.50 474.50 .00 .00 474.79 .29 1.10 .01 9400.0 2736.9 6635.7 27.5 2031.0 1311.4 51.5 3425.7 792.3 2.87 1.35 5.06 .53 .053 .045 .058 .000 449.00 .000668 1250. 1350. 1250. 2 0 0 .00 1465.21 L-BANK ELEV R-BANK ELEV SSTA ENDST 470.00 472.00 2775.03 4441.00 462.00 474.00 2329.64 4504.29 PAGE 26 16AUG96 13:46:18 T1 Di~N C~.EEK - P. EVISgD EXISTING CONDITIONS (AVO 15254) FLOODWAY RI]~I T2 DENTON CREEK - 100 YR DISCHARGE PROFILE FIS - FLOODWAY MODEL T3 DENTON CREEK, TEXAS FILE: RVEI(DCFL.DAT T4 ANDREW BROWN JR. PARK WEST CLOMR 03/27/96 SBH J1 ICHECK INQ NINV IDIR STRT ~u~£~IC HVINS 0 6 0 0 0 0 0 J2 NPROF IPLOT FRFVS XSECV XSECH FN ALLDC 15 0 -1 IBW WSEL 454.11 CHNIM FO ITRACE PAGE 27 16AIKI96 13:46:18 SEC~IO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP. AR TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST PAGE 28 *PROF 2 ~0 .100 CB}IV- .300 *SECNO 25530.000 3280 CROSS SECTION 25530.00 EXTENDED .31 FEET 3470 ENCROACHMENT STATIONS- 2494.0 25530.000 19.71 454.11 .00 20600.0 .0 20600.0 .0 · 00 .00 6.56 .00 .000798 700. 700. 560. 2743.0 TYPE- 453.52 454.78 .0 3141.2 .000 .035 0 0 *SECNO 25770.000 3470 ENCROACHMENT STATIONS- 2495.0 25770.000 19.91 454.51 .00 20600.0 .0 20600.0 .0 .01 .00 5.30 .00 .000470 240. 240. 240. 2780.0 TYPE- 453.97 454.95 .0 3890.4 .000 .035 2 0 1490 NH CARD USED *SECNO 26830.000 3265 DIVIDED FLOW 3470 ENCROACI~ENT STATIONS- 2619.6 26830.000 18.78 455.08 .00 21300.0 .0 21020.1 279.9 .06 .00 6.06 1.35 .000950 1030. 1010. 960. 3200.0 TYPE- 454.69 455.64 .0 3469.3 .000 .035 2 0 1490 NH CARD USED *SECNO 26880.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW I 16AUG96 13:46:18 TARGET- .67 .0 .000 0 TARGET- .44 .0 .000 0 SECNO DEPTH CWSEL CRIWS WSELK EO HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 249.000 .00 .00 455.33 .0 .0 454.80 .000 434.40 2500.08 .00 240.13 2740.21 285.000 .14 .02 455.33 19.4 1.4 100000.00 .000 434.60 2498.50 .00 276.63 2775.13 TARGET- 580.420 .56 .66 .04 457.35 207.9 107.0 9.7 452.00 .055 .000 436.30 2628.66 0 .00 438.77 3200.00 }IL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV ~ ELMIN SSTA CORAR TOPWID ENDST PAGE 29 3470 ENCROACHMENT STATIONS- 1012.0 26880.000 19.18 455.38 .00 21300.0 .0 19816.9 1483.1 .06 .00 4.94 1.30 .001059 32. 50. 479. 2668.7 TYPE- I TARGET- 454.71 455.73 .35 .0 4013.7 1141.7 .000 .047 .045 2 0 0 1490 NH CARD USED *SECN0 27165.000 1530 MAI~NINGS N VALUES FOR CHANNEL COMPOSITE/) 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3470 ENCROACHMENT STATIONS- 985.0 2610.1 TYPE- 27165.000 19.70 455.80 .00 455.24 455.89 21300.0 .0 6509.8 14790.2 .0 2401.2 .09 .00 2.71 2.14 .000 .047 .000301 240. 284. 201. 2 0 1490 NH CARD USED *SECNO 27449.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW KP. ATIO - TARGET- .08 6914.4 .040 0 1656.710 .07 .02 511.50 118.7 15.8 457.50 .000 436.20 1036.49 .00 1313.36 2668.71 1.87 1625.100 .13 .03 511.50 158.2 22.7 459.00 .000 436.10 1007.79 .00 1428.82 2610.10 3470 ENCROACHMENT STATIONS- 1014.0 2736.4 TYPE- I TARGET- 1722.390 27449.000 20.29 455.89 .00 455.35 455.95 .06 .06 .00 510.30 21300.0 .0 5825.0 15475.0 .0 3456.6 7200.7 · 13 .00 1.69 2.15 .000 .052 .037 · 000208 240. 284. 248. 2 0 0 1490 NH CARD USED *SECNO 27748.000 I 16AU~96 13:46:18 SECNO DSPTH CWSEL CRIWS WSELK EG }IV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1530'MANNINGS N VALUES FOR CHANNEL C(]4POSITED 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 1071.0 2767.5 TYPE- I TARGET- 27748.000 20.75 455.95 .00 455.42 456.00 .06 21300.0 .0 6306.3 14993.7 .0 3331.3 7711.4 .17 .00 1.89 1.94 .000 .048 .037 .000163 324. 299. 262. i 0 0 1490 NH CARD USED *SECNO 27992.000 1530 MANNINGS N VALUES FOR CHANNEL C(IMPOSITED ' 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 1041.0 2589.9 TYPE= 1 TARGET- 27992.000 20.39 455.99 ,00 455.48 456.05 .06 21300.0 .0 8052.8 13247.2 .0 3810.6 6954.1 .21 .00 2.11 1.90 .000 .047 .039 .000188 213. 244. 309. 0 0 0 1490 NH CARD USED *SECNO 28168.000 1530 MANNINC, S N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3470 ENCROACI~MENT STATIONS- 1021.0 2470.9 TYPE- i TAR~ET- 28168.000 19.43 456.03 .00 455.53 456.09 .05 21300.0 .0 5618.1 15681.9 .0 3310.2 8206.5 .24 .00 1.70 1.91 .000 .046 .037 .000127 167. 176. 223. 0 0 1490 NH CARD USED *SECNO28492.000 i 16AUG96 13:46:18 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL liNCH XNR SLOPS XLOBL XLCH XLOBR ITRIAL IDC ICONT 1530 MANNINGS N VALUES FOR CHANNEL ~SITED 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 1215.0 2578.6 TYPE- i TARGET- 28492.000 19.77 456.07 .00 455.57 456.13 .06 21300.0 .0 5792.1 15507.9 .0 3234.1 7548.7 .28 .00 1.79 2.05 .000 .047 .036 .000142 406. 324. 307. I 0 0 1490 NH CARD USED *SECNO 28720.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 217.5 31.6 457.50 · 000 435.60 1031.48 .00 1603.13 2736.39 HL OLOSS L-BANK ELEV VOL TWA R-BANKELEV WTN ELMIN SSTA CORAR TOPWID Eh'DST 1696.540 .05 .00 S10.00 285.6 41.1 456.50 .000 435.20 1087.18 .00 1465.06 2767.54 1548.880 .05 .00 510.00 357.6 50.7 458.60 .000 435.60 1057.03 .00 1356.80 2589.88 1449.910 .03 .00 510.00 410.8 57.2 458.80 .000 436.60 1036.89 .00 1332.72 2470.91 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMXN SSTA CORAR TOP, ID ENDST 1363.640 .04 .00 510.00 490.7 66.4 459.20 .000 436.30 1232.47 .00 1239.28 2578.64 PAGE PAGE 30 31 3470 ENCROACP1MENT STATIONS= 1280.0 2516.7 TYPE= i TARGET= 1236.670 28720.000 19.31 456.11 .00 455.62 456.19 .08 21300.0 .0 7047.9 14252.1 .0 3203.2 6274.1 .32 .00 2.20 2.27 .000 .045 .037 .000196 173. 228. 338. 0 0 0 1490 NH CARD USED *SEC~qO 28890.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3470 ENCROACI~MENT STATIONS- 1289.0 2526.0 TYPE- 28890.000 19.03 456.13 .00 455.65 456.25 21300.0 .0 8838.5 12461.5 .0 3008.6 .34 .00 2.94 2.57 .000 .048 .000423 153. 170. 194. 0 0 KRATIO - .0S .01 510.00 561.2 74.7 458.60 .000 436.80 1296.59 .00 1108.64 2516.67 .68 TARGET- 1237.000 .12 .05 .01 S12.00 4857.2 598.1 79.5 '460.00 .040 .000 437.10 1312.45 0 .00 1091.73 2526.00 I 16AUG96 13:46:18 SECNO DEPTH CWSET. CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH X~OBR ITRIAL IDC ICONT 1490 NH CARD USED *SECNO 29124.000 1530 MANNINGS N VALUES FOR CHANNEL COt4POSITBD 3265 DIVIDED FLOW 3470 ENCROACTIMENT STATIONS- 1264.0 29124.000 18.79 456.19 .00 21300.0 .0 15734.2 5565.8 .36 .00 4.60 2.45 .000836 161. 234. 337. 2359.2 TYPE- i TARGET- 455.70 456.46 .27 .0 3420.8 2267.7 .000 .046 .040 2 0 0 1490 NH CARD USED *SEC~O 29651.000 1530 MANNINGS N VALUES FOR CHANNEL CO. POSITED 3265 DIVIDED FLOW 3470 ENCROACHbIENT STATIONS- 1168.0 29651.000 18.56 456.62 .00 21300.0 .0 11378.3 9921.7 .40 .00 3.25 2.62 .000458 600. 527. 404. 2590.9 TYPE- 456.24 456.76 .0 3505.0 .000 .046 2 0 1490 NH CARD USED *SSCNO 29831.000 1S30MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 1147.0 29831.000 18.56 456.70 .00 21300.0 .0 9792.2 11507.8 .42 .00 2.95 2.93 .000330 171. 180. 197. 2421.3 TYPE- 456.33 456.83 .0 3320.1 .000 .044 2 0 }IL OLOSS L-BANK EL~V VOL TWA R-BANK ELEV WTN ELMIN SSTA COP. AR TOPWID ENDST 1095.220 .16 .05 512.00 642.9 86.8 459.00 .000 437.40 1288.01 .00 993.63 2359.22 TARGET- 1422.890 .14 .29 .01 512.00 3792.5 712.9 97.2 457.40 .040 .000 438.06 1189.51 0 .00 1047.29 2590.89 TARGET- 1274.320 .13 .07 .00 512.00 3923.4 744.4 101.4 458.00 .036 .000 438.14 1168.20 0 .00 867.61 2421.32 PAGE 32 16AUG96 13:46:18 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1490 NH Cm%RDUSED *SECNO 30027.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED HL OLOSS L-BANKELEV VOL TWA R-BANKELEV WTN ELMIN SSTA COP. AR TOPWID ENDST PAGE 33 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3470 ENCROACI~4ENT STATIONSm 1128.0 2140.6 TYPE- i TARGET= 30027.000 18.51 456.74 .00 456.38 457.00 .26 21300.0 .0 13206.3 8093.7 .0 3123.9 2098.4 .44 .00 4.23 3.86 .000 .050 .043 .001025 148. 196. 299. 2 0 1490 NH CARD USED *SECNO 30384.000 1S30MANNINGSN VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 1994.8 TYPE- i TARGET- 456.74 457.60 .53 .0 2845.0 795.6 .000 .049 .048 2 0 0 3470 ENCROACI~4ENT STATIONS~ 1045.0 30384.000 18.93 457.07 .00 21300.0 .0 17010.8 4289.2 .46 .00 5.98 5.39 .001979 371. 357. 410. .57 1012.640 .13 .04 512.00 779.6 106.0 460.00 .000 438.23 1149.03 .00 700.64 2140.64 949.780 .52 .08 512.00 817.7 111.0 460.00 .000 438.14 1064.74 .00 441.98 1994.78 1490 NH CARD USED *SECNO 30604.000 1S30 MANNINGS N VALUES FOR~L COMPOSITED' 3265 DIVIDED FLOW 3470 ENCROAC}~4ENT STATIONS- 1014.0 30604.000 19.14 457.69 .00 21300.0 .0 14755.9 6544.1 .47 .00 5.12 3.55 .001473 269. 220. 319. 2149.7 TYPE- i TARGET- 457.42 458.04 .34 .0 2879.6 1843.9 .000 .050 .047 2 0 0 1135.690 .42 .02 511.00 841.8 115.0 461.00 .000 438.55 1031.22 .00 834,36 2149.69 16AUG96 13:46:18 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SI~OPE XLOBL XLCH XLOBR ITRIAL IDC ICONT HL OLOSS L-BANKELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST PAGE 34 1490 NH CARD USED *SEC/qO 30958. 000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.10 3470 ENCROACEMENT STATIONS~ 1048.0 2300.6 TYPE- i TARGET~ 30958.000 19.60 458.15 .00 457.93 458.26 .11 21300.0 .0 3471.5 17828.5 .0 1520.9 658%.9 .51 .00 2.28 2.71 .000 .051 .041 .000336 303. 354. 302. 2 0 0 1252.640 .20 .02 511.00 888.9 122.2 462.00 · 000 438.55 1063.40 · 00 1146.62 2300.64 1490 NH CARD USED *SECNO 31335.000 1530 MANNINGS N VALUES FOR CHANNEL CO[4POSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, ICRATIO - 3470 ENCROACHMENT STATIONS- 1037.0 2171.3 TYPE- i TARGET- 31335.000 19.54 458.09 .00 457.83 458.65 .56 21300.0 .0 10593.2 10706.8 .0 1425.7 2584.6 .52 .00 7.43 4.14 .000 .047 .042 · 002555 377. 377. 344. 2 0 0 CCHV- .500 CEI-IV- .700 *SRCNO 32150.000 3265 DIVIDED FLOW .36 1134.320 .26 .14 511.00 937.9 131.0 461.00 .000 438.55 1052.61 .00 1059.21 2171.32 3301 HV CHANGED MOR~ THAN HVINS i 16AUG96 13:46:18 SECNO DEPTH CWSEL CRIWS WSELK EG }tV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB ~ XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT HL OLOSS L-BANK ELEV VOL T~A R-BANKELEV WTN ELMIN SSTA CORAR TOPWID ENDST PAGE 35 3470 ENCROACI~dENT STATIONS- 3040.0 4400.0 TYPE- i TARGET- 32150.000 21.12 458.12 .00 457.91 459.79 1.67 21300.0 .0 20335.4 964.6 .0 1919.2 410.4 .53 .00 10.60 2.35 .000 .035 .055 .001781 160. 170. 180. 2 0 0 1360.000 .37 .78 460.50 950.6 133.8 460.00 .000 437.00 3402.73 .00 328.64 4400.00 1490 NH CARD USED *SECNO 32200.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD- 463.60 MAX ELLC- ******** 3470 ENCROACHMENT STATIONS- 3050.0 4440.0 TYPE- I TARGET- 32200.000 22.93 457.93 .00 457.71 460.47 2.55 21300.0 .0 19761.1 1538.9 .0 1499.9 240.9 .53 .00 13.17 6.39 .000 .015 .021 .001041 50. 50. 50. 2 0 0 *SECNO 32230.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD- 463.60 MAXELL(:- ******** 3470 ENCROACHMENT STATIONS- 3050.0 4440.0 TYPE- i TARGET- 32230.000 23.10 458.10 .00 457.91 460.57 2.47 21300.0 .0 19728.5 1571.5 .0 1521.0 249.0 · 53 .00 12.97 6.31 .000 .015 .021 .001003 50. SO. 50. 2 0 0 1 16AUG96 13:46:18 SECNO DEPTH CWSEL CRIWS WSELK EG HV O QLOB QCH OROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR S~OPE XLOBL XLCH FJ~OBR ITRIAL IDC ICONT CCHV- .100 CEHV- .300 *SECNO 32250,000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- 3040.0 4400.0 TYPE- i TARGET- 32250.000 23.36 460.36 .00 460.31 460.77 .41 14900.0 128.7 12338.0 2433.3 169.8 2191.3 1572.5 .53 .76 5.63 1.55 .055 .045 .055 .000744 1. 1. 1. 2 0 0 1490 NH CA,RDUSED *SECNO 32305.000 3265 DIVIDED FLOW 1390.000 .07 .61 461.50 952.9 134.1 461.50 .000 435.00 3401.22 .00 168.18 4401.60 1390.000 .05 .04 461.50 954.9 134.3 461.50 .000 435.00 3400.70 .00 169.91 4401.89 HL OLOSS L-BAN]( ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA COP, AR TOPWID ENDST 1360.000 .00 .21 460.50 955.0 134.3 460.00 .000 437.00 3040.00 .00 998.25 4400.00 PAGE 36 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .50 3470 ENCROAC~4ENT STATIONS- 1825.0 3316.0 TYPE- I TARGET- 32305.000 22.47 460.17 .00 460.15 460.96 .79 14900.0 .0 11684.3 3215.7 .0 1519.5 714.6 .53 .00 7.69 4.50 .000 .045 .055 .003018 55. SS. 55. 2 0 0 1490 NH CARD USED *SEC~IO 32725.000 3265 DIVIDED FLOW 3301 HV CIIANGED MOPE THAN HVINS 3302 WARNINg: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, I 16AUG96 13: 46:18 KRATIO ~ SECNO DEPTH CWSSL CRINS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TINE VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 3470 ENCROAC~ STATIONS- 1634.0 3632.0 TYPE- * i TARGET- 32725.000 23.16 461.36 .00 461.22 461.57 .21 14900.0 4900.2 8311.5 1688.3 1907.6 1858.8 1530.5 .57 2.57 4.47 1.10 .060 .045 .055 .000713 380. 420. 520. 2 0 0 1490 NH CARD USED *SECNO 33145.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3470 ENCROACIiNI~qT STATIONS- 1390.0 33145.000 23.29 461.69 .00 14900.0 .0 14856.3 43.7 .60 .00 3.65 1.07 .000884 385. 420. 290. 1960.0 TYPE- I TARGST- 461.54 461.89 .21 .0 4066.0 40.9 .000 .054 .055 2 0 0 1490 NH CJ%RD USED *SECNO 33470.000 3265 DIVIDED FLO~ 3470 ENCROACHMENT STATIONS- 1135.0 33470.000 22.88 461.88 .00 14900.0 .0 14885.4 14.6 .62 .00 4.88 .51 .001042 315. 325. 260. 1603.0 TYPE- i TARG~T- 461.70 462.25 .37 .0 3048.1 28.8 .000 .039 .100 2 0 0 1490 NH CARD USED *SE(NO 34260.000 1530 MANNINGLgN VALUES FOR CHANNEL COMPOSI~'D 3470 ENCROA~ STATIONS- 868.0 1480.0 TYPE- i TARGET- 3495 OVERBANK AR~A ASSUMED NON-EFFECTIVE, ELLEA- 461.20 ELREA- i 16AIR396 13:46:18 SE(NO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOS ACH AROB TINE VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRI/LL IDC ICONT 34260.000 24.04 462.84 .00 462.27 462.98 .15 14900.0 .0 14900.0 .0 .0 4859.0 .0 .69 .00 3.07 .00 .000 .054 .000 .000779 830. 790. 250. 2 0 0 1491.000 .07 .11 465.00 958.9 135.3 460.00 .000 437.70 2158.88 .00 479.26 3316.00 2.06 ItL OLOSS L-BANKELEV VOL TWA R-BANKEI~V ~ RLMIN SSTA COP. AR TOPWID RNDST 1998.000 .56 .06 463.00 996.9 146.9 462.10 .000 438.20 1634.00 .00 1601.11 3632.00 570.000 .32 .00 460.64 1039.1 154.8 460.00 .000 438.40 1390.00 .00 442.59 1960.00 468.000 .31 .05 460.20 1065.9 157.9 462.00 .000 439.00 1135.00 .00 394.11 1603.00 612.000 100000.00 IlL OLOSS L-BANKSLEV VOL TWA R-BANKELEV WTN SLMIN SSTA COP, AR TOPWID ENDST .71 .02 461.20 1137.7 166.8 100000.00 .000 438.80 868.00 .00 599.57 1467.57 PACE PAGE 37 38 1490 NH CARD USED *SECNO 34850.000 3301 HV CHANGED MOPE THAN HVINS 3302 WAP. NING: CONVEYANCE CHAN~E OUTSIDI~ OF ACCEPTABLE RANGE, KRATIO - 3470 ENCROACHMENT STATIONS- 660.0 1500.0 TYPE- i TARGET- 3495 OVERBANKAREA ASSI~ED NON-EFFECTIVE, ELLEA- 464.30.ELREA- .5O 840.000 100000.00 34850.000 23.72 463.02 .00 462.29 464.07 1.05 .81 14900.0 .0 14900.0 .0 .0 1812.3 .0 1182.8 · 71 .00 8.22 .00 .000 .045 .000 .000 .003080 520. 590. 640. 2 0 0 .00 1490 NH CARD USED *SECNO 34950.000 3265 DIVIDED 3301 HV CHANGEDMORE THAN HVINS .27 464.30 172.1 100000.00 439.30 1318.34 177.89 1496.23 3470 ENCROACIIMENT STATIONS- 660.0 34950.000 24.55 463.85 .00 14900.0 2667.6 12232.4 .0 .71 2.03 6.20 .00 .001748 110.. 100. 90. 1490 NH CARl) USED 1 16AU~96 13:46:18 1520.0 TYPE= 1 TARGET- 860.000 463.41 464.36 .50 .23 .05 464.30 1314.4 1973.1 .0 1188.8 173.2 100000.00 .056 .045 .000 .000 439.30 660.00 3 0 0 .00 795.38 1507.34 SECNO DEPTH CWSEL CRIWS Q QI&)B QCH QROB TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR WSELK EG HV HL OLOSS L-BANK ELEV ALOB ACH AROB VOL TWA R-BANKELEV XlqL XNCH XNR WTN ELMIN SSTA ITRIAL IDC ICONT CORAR TOPWID ENDST 1.40 *SECNO 36970.000 3302 WARNINg: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KP, ATIO = 3470 ENCROACIiMENT STATIONS- 2900.0 3845.0 TYPE= 1 TARGET- 945.000 36970.000 26.63 466.63 .00 465.98 466.94 .30 2.56 .02 465.00 15600.0 .0 10006.0 5594.0 .0 1891.5 2667.1 1370.8 213.6 465.00 .000 440.00 2900.00 .85 .00 5.29 2.10 .000 .042 .060 .000975 2020. 2020. 2020. 3 0 0 .00 945.00 3845.00 1490 NH CAI~DUSED *SECNO 38200.000 3265 DIVIDED FLOW 3302 WARNIN(I: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KP, ATIO - 1.88 3470 ENCROACI~ENT STATIONS- 1751.0 2682.0 TYPE= 1 TARGET= 931.000 38200.000 26.39 467.39 .00 466.70 467.48 .09 .52 .02 467.40 15600.0 2027.2 6390.8 7182.0 1653.6 2185.2 3443.1 1516.8 235.9 462.00 .98 1.23 2.92 2.09 .060 .045 .055 .000 441.00 1751.00 .000277 1150. 1230. 950. 2 0 0 .00 930.63 2682.00 1490 NH CARD USED *SECNO 39290.000 3470 ENCROACIIMENT STATIONS- 1360.0 2064.0 TYPE- 1 TARGET= 704.000 39290.000 25.80 467.68 .00 466.98 467.80 .12 .31 .01 464.00 15600.0 964.8 7803.1 6832.1 762.0 2276.7 3450.4 1687.6 255.9 460.00 1.09 1.27 3.43 1.98 .055 .044 .055 .000 441.88 1360.00 .000293 980. 1090. 1110. 2 0 0 .00 704.00 2064.00 1490 NH CARD USED *SECNO 39440.000 3265 DIVIDED FLOW Pi'.GE 39 i 16AUG96 13:46:18 PAGE 40 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH X~OBR ITRIAL IDC ICONT CORAR TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 3~01 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDB OF ACCEPTABL~ RANGE, KRATIO - .46 3470 ENCROACHMENT STATIONS- 3921.0 4514.0 TYPE- i TARGET- 39440.000 25.37 467.37 .00 466.71 468.08 .71 15600.0 773.8 12949.6 1876.6 354.5 1760.9 949.3 1.10 2.18 7.35 1.98 .055 .045 .060 .001363 150. 150. 280. 2 0 0 1490 NH C~USED *SECNO 39490.000 2800 NAT Q1- 5501.90 WSELK- 467.14 ENC Q1- 5501.90 WSEL- NAT Q1- 6273. RATIOS LOB, CH, ROB- .1405 .8522 .0072 WSEL- 3470 ENCROACHMENT STATIONS- 3964.7 4310.0 TYPE- 4 TARGET- 39490.000 25.82 467.82 .00 467.14 468.17 .35 15600.0 445.8 15154.2 .0 209.8 3176.4 .0 1.11 2.12 4.77 .00 .045 .045 .000 .000827 50. 50. 50. 2 0 0 1490 NH CARD USED *SECNO 39540.000 2800 NAT Q1- 4624.13 NSELK- 467.05 ~NC Q1- 4624.13 WSEL~ NAT Q1- 5510. RATIOS LOB, CH, ROB- .1155 .6682 .2163 WSEL- 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 3940.6 4513.5 TYPE- 4 TARGET- 39540.000 25.69 467.69 .00 467.05 468.30 .61 15400.0 617.1 12388.3 2394.6 304.4 1795.4 1048.2 1.11 2.03 6.90 2.28 .055 .045 .050 .001170 50. 50. 50. 2 0 0 1490 NH CARD USED 1 16AUG96 13:46:18 SECNO DEPTH CWSEL CRIWS NSELK EG HV Q QLOB QCH QROB ALOB ~ AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 593.000 .10 .18 464.00 1710.6 259.1 462.50 .000 442.00 3921.00 .00 537.85 4514.00 467.94 RATIO- .0000 467.94 .123 .OS .04 467.S0 1714.3 259.6 468.50 .000 442.00 3964.71 .00 339.31 4304.02 467.85 RATIO- .0000 467.85 .161 .05 .08 464.00 1718.1 260.1 462.50 .000 442.00 3940.63 .00 534.44 4513.50 HL OLOSS L-BANKELEV VOL TWA R-BANKELEV NTN ELMIN SSTA CORAR TOPWID ENDST PAGE 41 m *SECNO 40650.000 2800 NAT Q1- 4470.26 WSELK- 468.20 ENC 01- 4470.26 NSEL- NAT Q1- 5318. RATIOS LOB, CH, ROB- .1396 .6122 .2482 WSEL- 3470 RNCROACHI~ STATIONS- 4592.3 5024.0 TYPE- 4 TARGET- 40650.000 28.94 468.94 .00 468.20 469.21 .27 10200.0 708.7 7469.9 2021.4 519.3 1571.5 890.9 1.18 1.36 4.75 2.27 .060 .045 .045 .000532 1400. 1110. 800. 2 0 0 1490 NH CARD USED *SECNO 48000.000 2800 NAT Q1- 5688.88 WSELK- 470.69 ENC Q1- 5688.88 WSEL- NAT Q1- 7069. RATIOS LOB, CH, ROB- .3808 .3778 .2413 WSEL- 3470 BNCROAC~MI~NT STATIONS- 1793.4 2917.0 TYPE- 4 TARGET- 48000.000 25.92 471.52 .00 470.69 471.62 .10 9800.0 3461.5 4582.5 1756.0 2549.8 1323.5 1715.7 1.93 1.36 3.46 1.02 .055 .045 .060 · 000293 5700. 7350. 2900. 2 0 0 1490 NH CARD USED *SECNO 51350.000 2800 NAT 01- 4224.83 WSELK- 472.00 ENC Ol- 4224.83 WSEL- NAT Q1- 5556. RATIOS LOB, CH, ROB- .3640 .6351 .0009 WSEL- 469.00 RATIO- .0000 469.00 .159 .88 .03 464.80 1792.0 271.3 457.80 .000 440.00 4592.34 .00 431.64 5023.98 471.49 RATIO- .0000 471.49 .195 2.39 .02 457.00 2323.8 354.2 466.50 .000 445.60 1793.44 .00 1123.58 2917.02 472.80 RATIO- .0000 472.80 3470 ENCROACI'~'iENT STATIONS- 3784.2 4515.0 TYPE- 4 TARGET- 51350.000 26,30 472.80 .00 472.00 472.91 .11 9400.0 1546.9 7853.1 .0 1172.9 2776.3 .0 2.30 1.32 2.83 .00 .055 .045 .000 .000499 3600. 3350. 3700. 2 0 0 1490 NH CARD USED *SECNO 53350.000 2800 NAT Q1- 6377.59 WSELK- 472.57 ENC Q1- 6377.59 WSEL- NAT Q1- 7955. RATIOS LOB, CH, ROB- .4222 .5629 .0149 3265 DIVIDED FLOW I 16AUG96 13: 46:18 SECNO DEPTH CWSEL CRIWS WSI~LK EG HV Q OLOB QCH OROB Al,OB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XI&:H XLOBR ITRIAL IDC ICONT .240 1.29 .00 470.30 2708.2 430.1 470.20 .000 446.50 3784.16 .00 730.84 4515.00 473.37 RATIO- .0000 473.37 HL OLOSS L-BANK ELEV VOL TWA R-BANKELEV WTN ELMIN SSTA CORAR TOPWID ENDST 42 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 3470 ENC~OACI~4BNT STATIONS- 4204.1 5670.0 TYPE- 4 TARGET- 53350.000 25.41 473.41 .00 472.57 473.54 .13 9400.0 2902.8 6497.2 .0 2513.2 1946.0 .0 2.50 1.16 3.34 ' .00 .050 .045 .000 .000226 1650. 2000. 1750. 2 0 0 1490 NH CARD US~D *SECNO 55590.000 2800 NAT Q1- 2878.28 WSELK- 473.25 ENC Q1- 2878.28 WSEL- NAT Q1- 3716. NATIOS LOB, CE, ROB- .3145 .6778 .0077 WSEL- 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 3470 ENCROAC/~4I~qT STATIONS- 3539.5 4340.0 TYPE- 4 TARGET- 55590.000 21.69 474.09 .00 473.25 474.57 .49 9400.0 1217.7 8182.3 .0 975.2 1364.8 .0 2.62 1.25 6.00 .00 .060 .045 .000 .001075 2000. 2240. 2200. 2 0 0 1490 NH CARDUSED *SECNO 56940.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 3800.0 4415.0 TYPE- i TARGET- 56940.000 26.37 475.37 .00 474.50 475.68 .32 9400.0 2357.1 7042.9 .0 1189.3 1380.3 .0 2.70 1.98 5.10 .00 .054 .045 .000 .000647 1250. 1350. 1250. 2 0 0 1.49 .198 .62 .01 456.00 2886.4 468.0 467.00 .000 448.00 4204.09 .00 1175.48 5670.00 474.05 RATIO- .0000 474.05 .46 .225 .93 .11 470.00 3051.6 510.3 472.00 .000 452.40 3539.52 .00 644.24 4340.00 615.000 1.09 .02 462.00 3125.2 526.7 100000.00 .000 449.00 3800.00 .00 481.63 4415.00 1 16AUG96 13:46:18 PAGE 43 THIS RUN EXECUTED 16AU~96 ************************************* NEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUPD4ARY OF ERRORS LIST DENTON CRE~K, TEXAS SU~t~I~RY PRINTOUT TABLE 110 13:46:20 SECNO 25530.000 25530.000 25770.000 25770.000 26830.000 26830.000 26880.000 26880.000 27165.000 * 27165.000 27449.000 27449.000 27748.000 27748.000 27992.000 27992.000 28168.000 28168.000 28492.000 28492.000 28720.000 28720.000 i 16AUG96 SECNO * 28890.000 * 28890.000 29124.000 29124.000 29651.000 29651.000 29831.000 29831.000 * 30027.000 * 30027.000 30384.000 30384.000 30604.000 30604.000 * 30958.000 * 30958.000 * 31335.000 * 31335.000 32150.000 32150.000 32200.000 32200.000 32230.000 32230.000 32250.000 32250.000 * 32305.000 * 32305.000 * 32725.000 * 32725.000 33145.000 33145.000 CWSEL 453.52 454.11 453.97 454.51 454.69 455.08 454.71 455.38 455.24 455.80 455.35 455.89 455.42 455.95 455.48 455.99 455.53 456.03 455.57 456.07 455.62 456.11 13:46:18 CWSBL 455.65 456.13 455.70 456.19 456.24 456.62 456.33 456.70 456.38 456.74 456.74 457.07 457.42 457.69 457.93 458.15 457.83 458.09 457.91 458.12 457.71 457.93 457.91 458.10 460.31 460.36 460.15 460.17 461.22 461.36 461.54 461.69 DIFKWS .00 .59 .00 .54 .00 .39 .00 .67 .00 .56 .o0 .00 .52 .00 .51 .00 .50 .00 .50 .00 .49 DIFKWS .00 .49 .00 .49 .00 .38 .00 .37 .00 .36 .00 .32 .00 .27 .oo .00 .26 .00 .21 .00 .22 .00 .19 .00 . OS .00 .02 .00 .14 .00 .15 EG 454.25 454.78 454.44 454.95 455.09 455.64 455.17 455.73 455.35 455.89 455.43 455.95 455.49 456.00 455.55 456.05 455.59 456.09 455.64 456.13 455.71 456.19 455.78 456.25 456.03 456.46 456.39 456.76 456.48 456.83 456.67 457.00 457.32 457.60 457.80 458.04 458.04 458.26 458.49 458.65 459.64 459.79 460.36 460.47 460.46 460.57 460.68 460.77 460.85 460.96 461.40 461.57 461.67 461.89 TOPWID 235.67 240.13 272.69 276.63 1199.25 438.77 1173.21 1313.36 1418.55 1428.82 1551.59 1603.13 1445.81 1465.06 1344.42 1356.80 1313.08 1332.72 1220.21 1239.28 1095.73 1108.64 TOPWID 1077.66 1091.73 984.06 993.63 1020. O0 1047.29 857.57 867.61 680.98 700.64 429.26 441.98 825.02 .834.36 1140.63 1146.62 1022.21 1059.21 375.99 328.64 165.96 168.18 168.00 169.91 1263.17 998.25 506.02 479.26 1940.23 1601.11 2065.53 442.59 0~Oe ~CH .00 20600.00 .00 20600.00 .00 20600.00 .00 20600.00 .00 18285.60 .00 21020.09 .00 20894.04 .00 19816.87 .00 7005.48 .00 6509.82 .00 6474.64 .00 5825.05 .00 6740.86 .00 6306.32 .00 8458.92 .00 8052.81 .00 5923.54 .00 5618.06 .00 6096.39 .00 5792.10 .00 7338.39 .00 7047.87 QROB .00 .00 .00 .00 3014.40 279.91 405.96 1483.13 14294.52 14790.18 14825.36 15474.95 14559.14 14993.68 12841.08 13247.19 15376.46 15681.94 15203.61 15507.90 13961.61 14252.13 QLOB ~ QROB .00 9353.64 11946.36 .00 8838.48 12461.52 .00 16547.19 4752.81 .00 15734.20 5565.80 .00 11744.22 9555.78 .00 11378;35 9921.65 .00 10000.05 11299.95 .00 9792.25 11507.75 .00 13549.02 7750.98 .00 13206.31 8093.69 .00 17098.64 4201.36 .00 17010.75 4289.25 .00 14980.47 6319.53 .00 14755.85 6544.15 .00 3542.99 17757.O1 · 00 3471.52 17828.48 · 00 11147.37 10152.63 .00 10593.17 10706.83 .00 20414.29 885.70 .00 20335.43 964.56 .00 19803.74 1'496.26 .00 19761.06 1538.94 .00 19764.42 1535.58 · 00 19728.49 1571.51 116.95 11910.53 2872.52 128.70 12338.01 2433.29 .00 11155.87 3744.13 .00 11684.26 3215.74 5689.44 7775.48 1435.07 4900.23 8311.52 1688.25 54.80- 12741.79 2103.41 .00 14856.25 43.75 PERBNC 248.00 249.00 285.00 285.00 2581.00 580.42 .00 1656.71 .00 1625.10 .00 1722.39 .00 1696.54 .00 1548.88 .00 1449.91 .00 1363.64 .00 1236.67 PERBNC 2526.00 1237.00 .00 1095.22 .00 1422.89 .00 1274.32 .00 1012.64 .00 949.78 .00 1135.69 .00 1252.64 .00 1134.32 3140.00 1360.00 3210.00 1390.00 3210.00 1390.00 3140.00 1360.00 .00 1491.00 .00 1998.00 .00 570.00 2494.00 2494.00 2495.00 2495.00 2619.00 2619.58 .00 1012.00 .00 985.00 .00 1014.00 .00 1071.00 .00 1041.00 .00 1021.00 .00 1215.00 .00 1280.00 STBNCL .00 1289.00 .00 1264.00 .00 1168.00 .00 1147.00 .00 1128.00 .00 1045.00 .00 1014.00 .00 1048.00 .00 1037.00 3040.00 3040.00 3050.00 3050.00 3050.00 3050.00 3040.00 3040.00 .00 1825.00 .00 1634.00 .00 1390.00 STCHL 2495.20 2495.20 2495.20 2495.20 2619.58 2619.58 1012.00 1012.00 985.00 985.00 1014.00 1014.00 1071.00 1071.00 1041.00 1041.00 1021.00 1021.00 1215.00 1215.00 1280.00 1280.00 1289.00 1289.00 1264.00 1264.00 1168.00 1168.00 1147.00 1147.00 1128.00 1128.00 1045.00 104S.00 1014.00 1014.00 1048.00 1048.00 1037.00 1037.00 3400.00 3400.00 3390.50 3390.50 3390.50 3390.50 3400.00 3400.00 2110.00 2110.00 1940.00 1940.00 1390.00 1390.00 STCHR 2742.67 2742.67 2780.00 2780.00 3100.00 3100.00 1585.00 1585.00 1308.00 1308.00 1534. O0 1534.00 1606.00 1606.00 1543.00 1543.00 1419.00 1419 · 00 1605.00 1605.00 1689.00 1689.00 PAGE 44 STC[-IR 1696.00 1696.00 1620.00 1620.00 1615.00 1615.00 1570.00 1570.00 1525.00 1525.00 1447,00 1447.00 1350.00 1350.00 1285.00 1285.00 1204.00 1204.00 3525.00 3525.00 3539.50 3539.50 3539.50 3539.50 3525.00 3525.00 2325.00 2325.00 2110.00 2110.00 1935.00 1935.00 2742.00 2743. O0 2780.00 2780.00' 5200.00 3200.00 2668.71 .00 2610.10 .00 2736.39 .00 2767.54 ' .00m~ 2589.88 .o0' 247o.91 .oo 2~8.64 .oo 2516.67~ 2526.00'~ 2526.00 .00mq 2359.22 .00 2590.89~, .00 2421.32' .00~, 2140.64 1994.78 .oo'q .00 .00 6180.00 4400.00~ 6260.00 4440.00 6260.00m~ 444o.oo 6180.00 4400.00 .00 3316.00 .00 ~;~2.o~ .00 1960.00 33470.000 461.70 .00 461.92 1465.11 272.53 12217.77 2409.71 .00 .00 1135.00 1560.00 .00 33470.000 461.88 .18 462.25 394.11 .00 14885.42 14.57 468.00 1135.00 1135.00 1560.00 1603.00 16AUG96 13:46:18 SEC~O CWSEL DIFKWS 34260.000 462.27 34260.000 462.84 34850.000 462.29 34850.000 463.02 34950.000 463.41 34950.000 463.85 36970.000 465.98 36970.000 466.63 38200.000 466.70 38200.000 467.39 39290.000 466.98 39290.000 467.68 39440.000 466.71 39440.000 467.37 39490.000 467.14 39490.000 467.82 39540.000 467.05 39540.000 467.69 40650.000 468.20 40650.000 468.94 48000.000 470.69 48000.000 471.52 51350.000 472.00 51350.000 472.80 53350.000 472.57 53350.000 473.41 55590.000 473.25 55590.000 474.09 56940.000 474.50 56940.000 475.37 16AUG96 13:46:18 DBNTON CRBEK, TEXAS PRINTOUT TABLE SECNO XI,CH 25530.000 .00 25530.000 .00 25770.000 240.00 25770.000 240.00 26830.000 1010.00 26830.000 1010.00 26880.000 50.00 26880.000 50.00 27165.000 284.00 27165.000 284.00 27449.000 284.00 27449.000 284.00 27748.000 299.00 27748.000 299.00 27992.000 244.00 27992.000 244.00 .00 .57 .00 .73 .00 .44 .00 .65 .00 .70 .00 .70 .00 .66 .00 .68 .00 .64 .00 .74 .00 .83 .00 .80 .00 .84 .00 .84 .00 .86 150 ELTRD .oo .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 EG 462.44 462.98 463.50 464.07 463.81 464.35 466.25 466.94 466.77 467.48 467.09 467.80 467.35 468.08 467.44 468.17 467.55 468.30 468.43 469.21 470.78 471.62 472.08 472.91 472.68 473.54 473.67 474.57 474.79 475.68 ELLC .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 TOPWID 588.43 599.57 164.42 177.89 1648.71 795.38- 1083.23 945.00 1222.15 930.63 1026.64 704.00 847.68 537.85 550.98 339.31 872.51 534.44 826.37 431.64 1538.55 1123.58 1438.63 730.84 2182.27 1175.48 1412.60 644.24 1465.21 481.63 ELMIN 434.40 434.40 434.60 434.60 436.30 436,30 436.20 436.20 436.10 436.10 435.60 435.60 435.20 435.20 435.60 435.60 QbOB 1.00 .00 .00 .00 3955.74 2667.56 11.47 .00 2428.22 2027.20 1484.18 964.78 1345.57 773.85 1767.17 445.77 1447.36 617.08 1077.69 708.71 3511.55 3461.49 2838.07 1546.85 3181.35 2902.79 1865.67 1217.73 2736.88 2357.15 20600.00 20600.00 20600.00 20600.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 14899.00 14900.00 14900.00 14900.00 10944.26 12232.44 9165.80 10006.04 5970.57 6390.84 7266.87 7803.10 12201.96 12949.60 13762.33 15154.23 11286.25 12388.34 6902.21 7469.92 4258.46 4582.46 6557.56 7853.15 6153.57 6497.21 7513.56 8182.27 6635.67 7042.85 CWSEL 453.52 454.11 453.97 454.51 454.69 455.08 454.71 455.38 455.24 455.80 455.35 455.89 455.42 455.95 455.48 455.99 QROB .00 .00 .00 .00 .00 .00 6422.73 5593.96 7201.21 7181.96 6848.96 6832.12 2052.47 1876.56 70.50 .00 2666.39 2394.58 2220.10 2021.37 2029.99 1756.05 4.37 .00 65.08 .00 20.77 .00 27.46 .00 CRI#S .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 PAGE 45 PERENC STENCL STCHL STCHR STENCR .00 .00 868.00 1520.00 .00 612.00 868.00 868.00 1520.00 1480.00 · 00 .00 1310.00 1520.00 .00 840.00 660.00 1310.00 1520.00 1500.00 · 00 .00 1310.00 1520,00 .00 860.00 660.00 1310.00 1520.00 1520.00 · 00 .00 2900.00 3060.00 .00 945.00 2900.00 2900.00 3060.00 3845.00 .00 .00 2100.00 2270.00 .00 931.00 1751.00 2100.00 2270.00 2682.00 .00 .00 1525.00 1675.00 .00 704.00 1360.00 1525.00 1675.00 2064.00 .00 .00 4040.00 4150.00 .00 593.00 3921.00 4040.00 4150.00 4514.00 .00 .00 4030.00 4310.00 .00 .12 3964.71 4030.00 4310.00 4310.00 · 00 .00 4040.00 4150.00 .00 .16 3940.6~__ 4040.00 4150.00 4513.50 .00 .00 4730.00 4815.00 .00 .16 4592.34 4730.00 4815.00 5023.98 .00 .00 2370.00 2445.00 .00 .20 1793.44 2370.00 2445.00 2917.02 .00 .00 4160.00 4515.00 .00 .24 3784.16 4160.00 4515.00 4515.00 .00 .00 5570.00 5670.00 .00 .20 4204.09 5570.00 5670.00 5670.00 .00 .00 4250.00 4340.00 .00 · 23 3539.52 4250.00 4340.00 4340.00 .00 .00 4335.00 4415.00 .00 615.00 3800.00 4335.00 4415.00 4415.00 10*KS 9.06 7.98 5.25 4.70 7.89 9.50 7.62 10.59 3.89 3.01 2.48 2.08 1.97 1.63 2.26 1.88 PAGE 46 454.25 454.78 454.44 454.95 455.09 455.64 455.17 455.73 455.35 455.89 455.43 455.95 455.49 456.00 455.55 456.05 VCH ~ .01K 6.86 3000.97 6843.65 6.56 3141.22 7292.26 5.50 3742.11 8992.90 5.30 3890.40 9501.79 5.48 5477.10 7583.05 6.06 3677.15 6911.18 5.53 4341.02 7717.00 4.94 5155.39 6546.34 3.07 8518.81 10794.94 2.71 9315.63 12267.11 1.99 9814.38 13531.77 1.69 10657.26 14769.19 2.13 10267.72 15167.97 1.89 11042.74 16670.81 2.32 10070.53 14159.87 2.11 10764.75 15551.9! 28168.000 28168.000 28492.000 28492.000 28720.000 28720.000 28890.000 28890.000 29124.000 29124.000 29651.000 2965~.000 29831.000 29831.000 30027.000 30027.000 16AUG96 SEC~O 30384.000 30384.000 30604.000 30604.000 30958.000 30958.000 31335.000 31335.000 32150.000 32150.000 32200.000 32200.000 32230.000 32230.000 32250.000 32250.000 32305,000 32305.000 32725.000 32725.000 33145.000 33145.000 33470.000 33470.000 34260.000 34260.000 34850.000 34850.000 34950.000 34950.000 36970.000 36970.000 38200.000 38200.000 16AUG96 SEC~O 39290.000 39290.000 176.00 176.00 324.00 324.00 228.00 228.00 170.00 170.00 234.00 234.00 527.00 527.00 180.00 180.00 196.00 196.00 13:46:18 357.00 357.00 220.00 220.00 354.00 354.00 377.00 377.00 170.00 170.00 50.00 50.00 50.00 SO.O0 1.00 1.00 55.00 55.00 420.00 420.00 420.00 420.00 325.00 325.00 790.00 790.00 590.00 590.00 100.00 100.00 2020.00 2020.00 1230.00 1230.00 13:46:18 1090.00 1090.00 .00 .00 436.60 21300.00 455.53 .00 .00 .00 436.60 21300.00 456.03 .00 .00 ,00 436.30 21300.00 455.57 .00 .00 .00 436.30 21300.00 456.07 .00 .00 .00 436.80 21300.00 455.62 .00 .00 .00 436.80 21300.00 456.11 .00 .00 .00 437.10 21300.00 455.65 .00 .00 .00 437.10 21300.00 456.13 .00 .00 .00 437.40 21300.00 455.70 .00 .00 .00 437.40 21300.00 456.19 .00 .00 .00 438.06 21300.00 456.24 .00 .00 .00 438.06 21300.00 456.62 .00 .00 .00 438.14 21300.00 456.33 .00 .00 .00 438,14 21300.00 456.70 .00 .00 .00 438.23 21300.00 456.38 .00 .00 .00 438.23 21300.00 456.74 .00 ELTRD ELLC ELt4IN Q CWSEL CRIWS .00 .00 438.14 21300.00 456.74 .00 .00 .00 438.14 21300.00 457.07 .00 .00 .00 438.55 21300.00 457.42 .00 .00 .00 438.55 21300.00 457.69 .00 .00 .00 438.55 21300.00 457.93 .00 .00 .00 438.55 21300.00 458.15 .00 .00 .00 438.55 21300.00 457.83 .00 .00 .00 438.55 21300.00 458.09 .00 .00 .00 437.00 21300.00 457.91 .00 .00 .00 437.00 21300.00 458.12 .00 463.60-999999.00 435.00 21300.00 457.71 .00 463.60-999999.00 435.00 21300.00 457.93 .00 463.60-999999.00 435.00 21300.00 457.91 .00 463.60-999999.00 435.00 21300.00 458.10 .00 .00 .00 437.00 14900.00 460.31 .00 .00 .00 437.00 14900,00 460.36 .00 .00 .00 437.70 14900.00 460.15 .00 .00 .00 437.70 14900.00 460.17 .00 .00 .00 438.20 14900.00 461.22 .00 .00 .00 438.20 14900.00 461.36 .00 .00 .00 438.40 ~14900.00 461.54 .00 .00 .00 438.40 14900.00 461.69 .00 .00 .00 439.00 14900.00 461.70 .00 .00 .00 439.00 14900.00 461.88 .00 · 00 .00 438.80 14900.00 462.27 .00 · 00 .00 438.80 14900.00 462.84 .00 · 00 .00 439.30 14900.00 462.29 .00 .00 .00 439.30 14900.00 463.02 .00 .00 .00 439.30 14900.00 463.41 .00 .00 .00 439.30 14900.00 463.85 .00 .00 .00 440.00 15600.00 465.98 .00 .00 .00 440.00 15600.00 466.63 .00 · 00 .00 441.00 15600.00 466.70 .00 .00 .00 441.00 15600.00 467.39 .00 ELTRD ELLC ELMIN Q CWSEL CRIWS · 00 .00 441.88 15600.00 466.98 .00 .00 .00 441.88 15600.00 467.68 .00 455.59 456.09 455.64 456.13 455.71 456.19 455.78 456.25 456.O3 456.46 456.39 456.76 456.48 456.83 456.67 457.00 EG 457.32 457.60 457.80 458.04 458.04 458.26 458.49 458.65 459.64 459.79 460.36 460.47 460.46 460.57 460.68 460.77 460.85 460.96 461.40 461.57 461.67 461.89 461.92 462.25 462.44 462.98 463.50 464.07 463.81 464.35 466.25 466.94 466.77 467.48 EG 467.09 467.80 1.50 1.27 1.67 1.42 2.31 1.96 5.10 4.23 10.12 8.36 5.28 4.58 3.72 3.30 11.41 10.25 10*F~ 21.47 19.79 16.45 14.73 3.64 3.36 30.20 25.55 18.62 10.91 10.45 10.03 6.99 7.44 27.71 30.18 6.41 7.13 6.79 8.84 7.30 10.42 6.50 7.79 35.40 30.80 15.38 17.48 9.73 9.75 2.68 2.77 10*KS 2.95 2.93 1.88 1.70 1.98 1.79 2.40 2.20 3.26 2.94 5.05 4.60 3.48 3.25 3.11 2.95 4.50 4.23 10846.48 17409.68 11516.70 18901.05' 10160.06 16479.82~1 10782.82 17868.54 8935.39 14007.18' 9477.26 15208.21 7339.12 9432.75 7865.83 10355.83 5207.67 6694.40 5688.48 7368.68mq 6900.58 9273.76 7297.50 9954.3F 6925.88 11049.77~ 7243.56 11731.66 4970.55 6305.0~ 5222.31 6651.56 PAGE 47 VCH AREA .01K 6.22 3499.60 4597.06 5.98 3640.58 4788.26 ' 5.35 4497.97 5251.69 5.12 4723.49 5548.8? 2.39 7850.71 11162.51 ' 2.28 8105.86 11625.05 8.02 3733.31 7.43 4010.27 4214.11 10.78 2287.90 4936.08 10.60 2329.60 5047.71 13.44 1703.79 6448.1~ 13.17 1740.83 6602.4~ 13.20 1737.87 6590.11 12.97 1770.00 5.45 4379.17 5637.6~ 5.63 3933.63 5461.19 7.36 2375.01 2830.7- 7.69 2234.04 2712.31 4.23 5618.54 5884.30 4.47 5296.95 5580.71 3.18 6328.80 5719.9~ 3.65 4106.89 5010.7:. 4.10 5678.59 5516.54 4.88 3076.87 4616.6.~m~ 3.29 4524.82 5842.8, 3.07 4859.01 5338.22 8.83 1687.64 2504.3~ 8.22 1812.25 2684.7 5.79 4199.71 3799.6~ 6.20 3287.52 3564.30 5.13 4803.56 5001.1 5.29 4558.66 4996.4 2.88 8014.38 9526.57 2.92 7281.98 9370.1~'m PAGE 48 VCH AREA .01K 3.35 7177.73 9075.33 3.43 6489.09 9108.82 * 39440.000 150.00 .00 .00 442.00 15600.00 466.71 .00 467.35 13.94 7.23 3523.42 4178.98 * 39440.000 150.00 .00 .00 442.00 15600.00 467.37 .00 468.08 13.63 7.35 3064.74 4225.09 39490.000 50.00 .00 39490.000 50.00 .00 39540.000 50.00 39540.000 50.00 40650.000 1110.00 40650.000 1110.00 48000.000 7350.00 48000.000 7350.00 51350.000 3350.00 51350.000 3350.00 * 53350.000 2000,00 * 53350.000 2000.00 * 55590.000 2240.00 * 55590.000 2240.00 56940.000 1350.00 56940.000 1350.00 i 16AUG96 13 .'46:18 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 442.00 15600.00 467.14 .00 442.00 15600.00 467.82 .00 442.00 15400.00 467.05 .00 442.00 15400.00 467.69 .00 440.00 10200.00 468.20 .00 440.00 10200.00 468.94 · 00 445.60 9800.00 470.69 · 00 445.60 9800.00 471.52 .00 446.50 9400.00 472.00 .00 446.50 9400.00 472.80 .00 448.00 9400.00 472.57 .00 448.00 9400.00 473.41 .00 452.40 9400.00 473.25 .00 452.40 9400.00 474.09 .00 449.00 9400.00 474.50 · 00 449.00 9400.00 475.37 .00 .00 .00 .00 467.44 468.17 467.55 468.30 8.04 8.27 11.09 11.70 4.60 4.77 6.54 6.90 .00 468.43 5.21 4.58 .00 469.21 5.32 4.75 · 00 470.78 2.97 3.38 · 00 471.62 2.93 3.46 4.95 4.99 2.17 2.26 .00 472.08 .00 472.91 .00 472.68 .00 473.54 2.63 2.83 3.31 3.34 .00 473.67 10.67 5.83 .00 474.57 10.75 6.00 .00 474.79 .00 475.68 6.68 6.47 5.06 5.10 3875.06 3386.21 3812.52 3147.97 3647.32 2981.78 6207.60 5588.97 4986.53 3949.21 5309.11 4459.21 3091.95 2340.01 3393.94 2569.67 PAGE 49 5501.90 5423.11 4624.13 4503.15 4470.26 4421.73 5688.88 5725.80 4224.83 4206.46 6377.59 6250.92 2878.28 2866.71 3638.08 3696.28 D~NTONCREEK, TEXAS STJ~V~RY ~I~O~ T~LE 150 SEC/qO Q CWSEL 25530.000 20600.00 453.52 25530.000 20600.00 454,11 25770.000 20600.00 453.97 25770.000 20600.00 454.51 26830.000 21300.00 454.69 26830.000 21300.00 455.08 26880.000 21300.00 454.71 26880.000 21300.00 455.38 27165.000 21300,00 455.24 27165.000 21300.00 455.80 27449.000 21300.00 455.35 27449.000 21300.00 455.89 27748.000 21300.00 455.42 27748.000 21300.00 455.95 27992.000 21300.00 455.48 27992.000 21300.00 455.99 28168.000 21300.00 455.53 28168.000 21300.00 456.03 28492.000 21300.00 455.57 28492.000 21300.00 456.07 28720.000 21300.00 455.62 28720.000 21300.00 456.11 28890.000 21300.00 455.65 28890.000 21300.00 456.13 29124.000 21300.00 455.70 29124.000 21300.00 456.19 29651.000 21300.00 456.24 29651.000 21300.00 456.62 29831.000 21300.00 456.33 29831.000 21300.00 456.70 30027.000 21300.00 456.38 30027.000 21300.00 456.74 DIFWSP DIFWSX DIFKWS TOPWID XLCH .00 .00 .00 235.67 .00 · 59 .00 .59 240.13 .00 .00 .45 .00 272.69 240.00 · 54 .40 .54 276.63 240.00 · 00 .72 .00 1199.25 1010.00 .39 .57 .39 438.77 1010.00 .00 .02 .00 1173.21 50.00 .67 .30 .67 1313.36 50.00 .00 .53 .00 1418.55 284.00 .56 .43 .56 1428.82 284.00 .00 .11 .00 1551.59 284.00 · 53 ~09 .53 1603.13 284.00 .00 .07 .00 1445.81 299.00 .52 .06 .52 1465.06 299.00 ~00 .06 .00 1344.42 244.00 .51 .05 .51 1356.80 244.00 .00 .05 .00 1313.08 176.00 .50 .04 .50 1332.72 176.00 .00 .04 .00 1220.21 324.00 .50 .04 .50 1239.28 324.00 .00 .05 .00 1095.73 228.00 .49 .04 .49 1108.64 228.00 .00 .03 .00 1077.66 170.00 .49 .03 .49 1091.73 170.00 .00 .06 .00 984.06 234.00 .49 .05 .49 993.63 234.00 .00 .54 .00 1020.00 527.00 .38 .43 .38 1047.29 527.00 .00 .09 .00 857.57 180.00 .37 .08 .37 867.61 180.00 .00 .05 .00 680.98 196.00 .36 .04 .36 700.64 196.00 I 16AUG96 13: 46:18 PAGE 50 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 30384.000 30384.000 30604.000 30604.000 30958.000 30958.000 31335.000 31335.000 32150.000 32150.000 32200.000 32200.000 32230.000 32230.000 32250.000 32250.000 32305.000 32305.000 32725.000 32725.000 33145.000 33145.000 33470.000 33470.000 34260.000 34260.000 34850.000 34850.000 34950.000 34950.000 36970.000 36970.000 38200.000 38200.000 16AUG96 SECNO 39290.000 39290.000 39440.000 39440.000 39490.000 39490.000 39540.000 39540.000 40650.000 40650.000 48000.000 48000.000 51350.000 51350.000 53350.000 53350,000 55590.000 55590.000 56940.000 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 15600.00 15600.00 15600.00 15600.00 13:46:18 Q 15600.00 15600.00 15600.00 156oo.oo 15600.00 15600.00 15400.00 15400.00 10200.00 10200.00 9800.00 9800.00 9400.00 9400.00 9400.00 9400.00 9400.00 9400.00 9400.00 456.74 457.07 457.42 457.69 457.93 458.15 457.83 458.09 457.91 458.12 457.71 457.93 457.91 458.10 460.31 460.36 460.15 460.17 461.22 461.36 461.54 461.69 461.70 461.88 462.27 462.84 462.29 463.02 463.41 463.85 465.98 466.63 466.70 467.39 CWSEL 466.98 467.68 466.71 467.37 467.14 467.82 467.05 467.69 468.20 468.94 470.69 471.52 472.00 472.80 472.57 473.41 473.25 474.09 474.50 .00 .32 .00 .27 .00 .22 .00 .26 .00 .21 .00 .22 .00 .19 .00 .OS .00 .02 .00 .14 .00 .15 .00 .18 .00 .57 .00 .73 . O0 .44 .00 .65 .00 .70 DIFWSP .00 .70 .00 .66 .00 .68 .00 .64 .00 .74 .00 .83 .00 .80 .00 .84 .00 .84 .00 .37 .32 .68 .63 .51 .46 -.10 -.06 .O8 .03 -.21 -.20 .2O .17 2.40 2.26 - .16 -.19 1.08 1.19 .31 .32 .17 .20 .57 .95 .02 .18 1.12 .83 2.56 2.78 .72 .76 uz~Wsx .29 .29 - .27 - .31 .44 .45 -.10 -. 14 1.15 1.25 2.49 2.59 1.31 1.28 .57 .61 .68 .68 1.25 .00 .32 .00 .27 .00 .22 .00 .26 .00 .21 .00 .22 .00 .19 .00 .05 .00 .02 .00 .14 .00 .15 .00 .18 .00 .57 .00 .73 .00 .44 .00 .65 .00 .70 DIFKWS .00 .70 .00 .66 .00 .68 .00 .64 .00 .74 .00 .83 .00 .80 .00 .84 .00 .84 .00 429.26 441.98 825.02 834.36 1140.63 1146.62 1022.21 1059.21 ,375.99 328.64 165.96 168.18 168.00 169.91 1263.17 998.25 506.02 479.26 1940.23 1601.11 2065.53 442.59 1465.11 394.11 588.43 599.57 164.42 177.89 1648.71 795.38 1083.23 945.00 1222.15 930.63 TOPWID 1026.64 704.00 847.68 537.85 550.98 339.31 872.51 534,44 826.37 431.64 1538.55 1123.58 1438.63 730.84 2182.27 1175.48 1412.60 644.24 1465.21 357.00 357.00 220.00 220.00 354.00 354.00 377.00 377.00 170.00 170.00 50.00 50.00 50.00 50.00 1.00 1.00 55.00 SS.O0 420.00 420.00 420.00 420.00 325.00 325.00 790.00 790.00 590.00 590.00 100.00 100.00 2020.00 2020.00 1230.00 1230.00 1090.00 1090.00 150.00 15o.o0 50.00 50.00 50.00 50.00 1110.00 1110.00 7350.00 7350.00 3350.00 3350.00 2000.00 2000.00 2240.00 2240.00 1350.00 PAGE 51 56940.000 9400.00 i 16AUG96 13: 46:18 475.37 .86 1.28 .86 481.63 1350.00 PAGE 52 $~¥ OF ERRORS ANDSPECIALNOTES WARNING SECNO- 27165.090 PROFILE- 2 CONVEYANCE CIiANGE OUTSIDE WAI~NING SECNO- 28890.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE WARNING SECNO- 28890.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE WARNING SECNO- 30027.000 PROFILE- I CONVEYANCE C~ANGE OUTSIDE WARNING SECNO- 30027.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE WARNING SECNO- 30958.000 PROFILE- i CONVEYANCE CHANGE OUTSIDE WARNING SECNO- 30958.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE WARNING SECNO- 31335.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE WARNING SECNO- 31335.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE WARNING SECNO- 32305.000 PROFILE- i CONVEYANCE CHANGE OUTSIDE ~ARNING SECNO- 32305.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE WARNING SE(~IO- 32725.000 PROFILE- i CONVEYANCE CHANGE OUTSIDE WARNING SECNO- 32725.000 PROFILE- 2 CONVEYANCE CI{ANGE OUTSIDE WARNING SECNO- 34850.000 PROFILE- I CONVEYANCE C}IANGE OUTSIDE WARNING SECNO- 34850.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE WARNING SECNO- 34950.000 PROFILE- i CONVEYANCE CHANGE OUTSIDE WARNING SECNO- 36970.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE WARNING SECNO- 38200.000 PROFILE- i CONVEYANCE CHANGE OUTSIDE WAI~NING SECNO- 38200.000 PROFILE- 2 CONVEYANCE C~IANGE OUTSIDE WARNING SECNO- 39440.000 PROFILE- i CONVEYANCE CHANGE OUTSIDE WARNING SECNO- 39440.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE WAI~NING SECNO- 53350.000 PROFILE- i CONVEYANCE CHANGE OUTSIDE WARNING SECNO- 53350.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE WARNING SECNO- 55590.000 PROFILE- I CONVEYANCE C}{ANGE OUTSIDE WAI~NING SECNO- 55590.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE I 16AUG96 13=46:18 ACCEPTABLE RANGE ACCEPTABLE IOtNGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTAELE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE ACCEPTABLE RANGE ACCEPTABLE P, ANGE ACCEPTABLE P, ANGE ACCEPTABLE RANGE ACCEPTABLE P~NGE ACCEPTABLE PJ~NGE ACCEPTABLE RANGE ACCEPTABLE P~%NGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE PAGE 53 FLOODWAY DATA, DENTON CREEK, TEXAS PROFILE NO. 2 STATION ....... FLOODWAY ....... WATER SURFACE ELEVATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AI~EA V~LOCITY FLOODWAY FLOODWAY 25530.000 240. 3141. 6.6 454.1 453.5 .6 25770.000 277. 3890. 5.3 454.5 454.0 .5 26830.000 571. 3677. 5.8 455.1 454.7 .4 26880.000 1632. 5155. 4.1 455.4 454.7 .7 27165.000 1602. 9316. 2.3 455.8 455.2 .6 27449.000 1705. 10657. 2.0 455.9 455.4 27748.000 1680. 11043. 1.9 455.9 455.4 27992.000 1533. 10765. 2.0 456.0 455.5 .5 28168.000 1434. 11517. 1.8 456.0 455.5 .5 28492.000 1346. 10783. 2.0 456.1 455.6 .5 28720.000 1220. 9477. 2.2 456.1 455.6 .5 28890.000 1214. 7866. 2.7 456.1 455.6 .5 29124.000 1071. 5688. 3.7 456.2 455.7 .5 29651.000 1401. 7297. 2.9 456.6 456.2 .4 29831.000 1253. 7244. 2.9 456.7 456.3 .4 30027.000 992. 5222. 4.1 456.8 456.4 .4 30384.000 930. 3641. 5.9 457.0 456.7 .3 30604.000 1118. 4723. 4.5 457.7 457.4 30958.000 1237. 8106. 2.6 458.1 457.9 .2 31335.000 1119. 4010. 5.3 458.1 457.8 .3 32150.000 997. 2330. 9.1 458.1 457.9 .2 32200.000 1000. 1741. 12.2 457.9 457.7 .2 32230.000 1001. 1770. 12.0 458.1 457.9 .2 32250.000 1360. 3934. 3.8 460.3 460.3 .0 32305.000 1157. 2234. 6.7 460.1 460.1 .0 32725.000 1998. 5297. 2.8 461.3 461.2 .1 33145.000 570. 4107. 3.6 461.7 461.5 .2 33470.000 468. 3077. 4.8 461.9 461.7 .2 34260.000 600. 4859. 3.1 462.9 462.3 .6 34850.000 178. 1812. 8.2 463.0 462.3 .7 34950.000 947. 3288. 4.5 463.8 463.4 .4 36970.000 945. 4559. 3.4 466.7 466.0 .7 38200.000 931. 7282. 2.1 467.4 466.7 .7 39290.000 704. 6489. 2.4 467.7 467.0 .7 39440.000 593. 3065. 5.1 467.4 466.7 .7 39490.000 339. 3386. 4.6 467.8 467.1 .7 39540.000 573. 3148. 4.9 467.6 467.0 .6 40650.000 432. 2982. 3.4 468.9 468.2 .7 48000.000 1124. 5589. 1.8 471.5 470.7 .8 S1350.000 731. 3949. 2.4 472.8 472.0 .8 53350.000 1466. 4459. 2.1 473..4 472.6 .8 55590.000 800. 2340. 4.0 474.0 473.2 .8 16AUG96 13:46:18 PAGE FLOODWAY DATA, DENTON CREEK, TEXAS PROFILE NO. 2 STATION ....... FLOODWAY ....... WATER SURFACE ELEVATION WIDTH SECTION MEAN WITH WITHOUT DIFFERE~CE AREA VELOCITY FLOODWAY FLOODWAY S6940.000 615. 2570. .3.7 475.4 474.5 .9 Appendix F Revised (proposed) Multi-Profile HEC-2 Model (PROPDC6.out) * H~C-2 WATER SURFACE PROFILES * * Version 4.6.2; May 1991 * * RUN DATE 16AUG96 TIME 13:42:54 * * U.S. ARMY CORPS OF EN~XNEERS * HYDROLO~XC ENGINEERIN~ CE~F~ER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616-4687 * (916) 756-1104 ************************************** I 16AUG96 13:42: 54 X X XXXXXXX X X X X X X XXXXXXX XXXX X X X X X X X X XXXXXXX X X X X X X X XXXXX XXXXX X X X XXXXX X X XXXXXXX PAGE i HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* Preliminary alternative approved by Kenneth M. Griffin, Assistant City Manager, on July 5, 1996, pending some revisions. T1 DENTON CREEK - PROPOSED CONDITIONS (AVO 15254) NATURAL RUN T2 D~NTON CREEK - 10 YR DISCHARGE PROFILE FIS T3 D~NTON CREEK, TEXAS FILE: PROPDC6.DAT T4 ANDREW BROWN JR. PARK WEST CLOMR 03/19/96 SBH J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q 0 2 0 0 0 0 0 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW i 0 -1 J3 VARIABLE CODES FOR S~Y PRINTOUT 110 150 MODEL DEVELOPED FROM FIS REPLICATION FILE DCBFL (89123N4F) WITH CROSS SECTIONS 268+80 THROUGH 313+35 INSERTED FROM PROPOSED GRADING PLAN FOR THE COPPELL CO~94UNITY PARK. (DCMODZ.HC2) QT 4 12800 18200 20600 36200 NC .055 .055 .035 .1 .3 X1 25530 45 2495.2 2742.67 700 560 700 X3 2494 470.0 2742 470.0 G~ 469.5 500 460.5 600 455.6 700 452.9 GR 449.9 1000 451.1 1100 450.6 1200 451.3 ~R 451 1500 451.4 1600 451.6 1700 451.5 GR 453.1 2000 453.4 2100 454.2 2200 454.3 GR 455.33 2495.2 436.63 2570 436.63 2627.2 434.5 GR 454.8 2742.67 453.5 2780 455.0 2880 456.5 GR 457.8 3240 457.8 3315 457.8 3395 457.2 GR 456.9 3680 458.0 3825 458.4 3905 458.7 GR 457 4200 456.5 4300 455.1 4400 454.9 X1 25770 40 2495.2 2780 240 240 240 X3 2495 470.0 2780 470.0 GR 469.5 500 460.5 600 455.6 700 452.9 GR 449.9 1000 451.1 1100 450.6 1200 451.3 GR 451 1500 451.4 1600 451.6 1700 451.5 GR 453.1 2000 453.4 2100 454.2 2200 454.3 GR 455.33 2495.2 436.73 2570 436.73 2650 434.6 1 16AUG96 13:42:54 THIS RUN EXECUTED 16AU~96 451.01 C~NIM ITRACE 800 1300 1800 2300 2630 3020 3540 4000 4500 800 1300 1800 2300 2660 450.4 450.8 452.7 455 434.40 456.8 455.9 457.7 453.8 450.4 450.8 452.7 455 434.60 13:42:54 9O0 1400 1900 2400 2670 3100 3620 4100 4600 9O0 1400 1900 2400 2710 GR 456.0 2780 456.8 2845 456.8 3060 457.6 3210 457.8 3230 GR 457.7 3370 457.7 3420 457.3 3445 457.3 3490 457.1 3515 GR 457.1 3540 456 3555 456 3590 459.6 3600 457.7 4360 PAGE QT 4 13300 18900 21300 36200 NH 5 .055 2619.58 .035 2818.65 .055 2900 NH 5200 NOTE: (IR POINTS 3500, 3650, AND 3920 CORRECTED PER DEWBERRY-DAVIS FIS UPDATE CORRSCTIONS PROVIDBD VERBALLY IN OCTOBER 1992. ARHA. X1 26830 42 2619.58 3100 1030 960 1010 X3 2619 470.0 5200 470.0 GR 464.9 SS0 461.9 600 459.1 700 455.9 C4~ 451.7 1000 451.3 1100 451.2 1200 450.9 G-'R 452.8 1500 452.8 1600 452.4 1700 453.2 (IR 453.3 2000 454.2 2100 454.4 2200 455.3 C.~R 455.9 2500 457.6 2600 457.35 2619.58 436.74 ~ 456.91 2818.65 457.8 2900 451.6 3000 448.7 GR 436.5 3062 452 3100 454 3200 452 6~ 452.0 3500 452 3650 452.0 3920 456.3 GR 461.9 5100 465 5200 AHHA CROSS SECTION - 16 APRIL '92 NOTE: SECTIONS 268+80 THRU 313+35 FROM PROPOSED GRADING PLAN FOR THE COPPSLL C(~giUNITY PARK. AHHA. BEGIN PROPOSED PARK IMPROVEMENTS .035 800 1300 1800 2300 2702 3005 3230 4000 3100 452.9 451.1 453.1 456 436.74 436.3 452 460 .055 900 1400 1900 2400 2738 3027 3290 4250 NH 6 .05 1060.0 .04 1241.0 .065 1444.0 .04 1521.0 .07 NH 1634.0 .045 2761.0 Xl 26880 35.0 1012.0 1585.0 32 479 50 GR 461.5 1012.0 455.0 1038.0 450.0 1060.0 436.76 1113.0 436.76 1188.0 GR 450.0 1241.0 455.0 1265.0 457.0 1276.0 458.0 1286.0 458.7 1304.0 GR 458.0 1371.0 455.0 1407.0 450.0 1444.0 436.2 1468.0 436.4 1488.0 GR 450.0 1521.0 455.0 1530.0 457.5 1585.0 457.0 1634.0 456.0 1666.0 GR 455.4 1708.0 455.3 1767.0 455.0 1820.0 454.0 1889.0 453,_8 2084.0 GR 454.0 2133.0 454.1 2214.0 454.0 2300.0 453.8 2327.0 454.0 2342.0 GR 454.2 2423.0 454.0 2481.0 454.0 2634.0 455.0 2683.0 459.0 2761.0 NH 4.0 .0500 1038.0 .0400 1189.0 .0700 1433.0 .0400 2658.0 Xl 27165 28.0 985.0 1308.0 240 201 284 GR 461.5 985.0 455.0 1011.0 450.0 1038.0 436.90 1090.0 436.1 GR 450.0 1189.0 455.0 1218.0 458.0 1239.0 458.5 1270.0 459.0 GR 459.0 1340.0 458.0 1381.0 455.0 1403.0 454.0 1408.0 453.0 ~ 452.0 1433.0 451.0 1558.0 450.0 1683.0 449.0 1808.0 448.5 G-~ 449.0 2050.0 449.5 2186.0 449.0 2260.0 449.0 2360.0 450.0 G'R 452.0 2505.0 455.0 2607.0 459.0 2658.0 1 i 16AUG96 13:42:54 1137.0 1308.0 1420.0 1909.0 2460.0 NH 8 .05 1054.0 .04 1199.0 .065 1427.0 .04 1499.0 .07 NH 1544.0 .04 2106.0 .035 2490.0 .040 2761.0 Xl 27449 39.0 1014.0 1534.0 240 248 284 (IR 460.3 1014.0 455.0 1035.0 450.0 1054.0 437.04 1104.0 437.04 1149.0 Git 450.0 1199.0 455.0 1220.0 456.0 1245.0 457.6 1280.0 455.0 1322.0 (~R 455.0 1354.0 456.4 1368.0 455.0 1413.0 450.0 1427.0 435.6 1470.0 GR 435.7 1485.0 450.0 1499.0 455.0 1521.0 457.5 1534.0 455.0 1544.0 ~ 453.0 1610.0 453.0 1668.0 452.0 1826.0 451.0 1944.0 450.0 2042.0 GR 449.0 2066.0 446.6 2106.0 446.6 2150.0 446.6 2183.0 446.6 2415.0 (IR 446.6 2430.0 446.6 2490.0 450.0 2590.0 451.0 2637.0 452.0 2657.0 GR 453.0 2687.0 454.0 2700.0 455.0 2734.0 459.0 2761.0 APPROXIMATE IX)CATION FIS SECTION 280+80 'n' VALUE LO~ERRDTHROUGHLAKB ~XPANSIONAREA NH 8 .05 1109.0 .04 1253.0 .065 1516.0 .04 1583.0 .07 NH 1616.0 .040 2252.0 .035 2629.0 .040 2789.0 X1 27748 39.0 1071.0 1606.0 324 262 299 GR 460.0 1071.0 455.0 1091.0 450.0 1109.0 437.18 1160.0 437.18 1202.0 GR 450.0 1253.0 455.0 1275.0 458.0 1286.0 458.0 1371.0 459.0 1426.0 GR 459.2 1441.0 455.0 1499.0 450.0 1516.0 435.2 1538.0 435.3 1557.0 GR 450.0 1583.0 455.0 1594.0 456.5 1606.0 455.0 1616.0 452.0 1644.0 GR 451.0 1666.0 450.7 1681.0 451.0 1696.0 452.0 1713.0 452.4 1728.0 G~ 452.0 1836.0 451.0 1948.0 450.0 2045.0 449.0 2083.0 448.0 2149.0 GR 446.6 2252.0 446.6 2258.0 446.6 2259.0 446.6 2629.0 448.0 2636.0 G'R 451.0 2683.0 452.0 2733.0 455.0 2765.0 459.0 2789.0 'n' VALUE LOWERED THROUGH LAKE EXPANSION AREA NH 8 .05 1081.0 .04 1224.0 .065 1391.0 .04 1482.0 .07 NH 1600.0 .040 2336.0 .035 2408.0 .040 2617.0 Xl 27992 42.0 1041.0 1543.0 213 309 244 GR 460.0 1041.0 455.0 1061.0 450.0 1081.0 437.28 1132.0 437.28 1173.0 GR 450.0 1224.0 455.0 1243.0 459.0 1265.0 459.7 1302.0 459.7 1339.0 ~ 459.0 1362.0 455.0 1375.0 450.0 1391.0 436.0 1410.0 435.6 1452.0 GR 450.0 1482.0 455.0 1508.0 458.0 1528.0 458.6 1543.0 458.0 1558.0 GR 455.0 1572.0 451.0 1600.0 450.0 1609.0 449.0 1631.0 448.0 1666.0 GR 447.4 1693.0 448.0 1721.0 449.0 1969.0 449.9 2050.0 449.9 2160.0 GR 449.0 2282.0 448.0 2322.0 446.6 2336.0 446.6 2340.0 446.6 2408.0 GR 448.0 2424.0 449.0 2444.0 450.0 2475.0 451.0 2526.0 452.0 2565.0 GR 455.0 2587.0 460.0 2617.0 NH 10 .05 1061.0 .04 1214.0 .065 1275.0 .04 1353.0 .07 NH 1419.0 .040 1566.0 .035 2024.0 .040 2218.0 .035 2297.0 .04 NH 2496.0 X1 28168 32.0 1021.0 1419.0 167 223 176 GR 460.0 1021.0 455.0 1041.0 450.0 1061.0 437.36 1112.0 437.36 1146.0 GR 450.0 1197.0 455.0 1214.0 459.2 1241.0 455.0 1265.0 450.0 1275.0 UR 436.6 1293.0 438.9 1328.0 450.0 1353.0 455.0 1375.0 458.8 1419.0 GR 455.0 1461.0 453.0 1488.0 449.0 1525.0 448.0 1555.0 446.6 1566.0 GR 446.6 2024.0 448.0 2040.0 448.4 2125.0 448.0 2198.0 446.6 2218.0 1 16AU~96 13:42:54 GR 446.6 2297.0 448.0 2319.0 GR 455.0 2468.0 460.0 2496.0 APPROXIMATE LOCATION FIS SECTION 288+70 449.0 2339.0 450.0 2384.0 451.0 PAGE 2437.0 QT 4 13300 18900 21300 36200 NH 8 .0S 1259.0 .04 1401.0 .065 1503.0 .04 1572.0 .07 NH 1605.0 .040 1842.0 .035 2384.0 .040 2599.0 X1 28492 32.0 1215.0 1605.0 406 307 324 GR 460.0 1215.0 460.0 1216.0 455.0 1237.0 450.0 1259.0 437.50 1309.0 GR 437.50 1351.0 450.0 1401.0 455.0 1416.0 457.0 1424.0 457.4 1439.0 GR 457.0 1465.0 455.0 1492.0 450.0 1503.0 437.6 1518.0 436.3 1536.0 GR 450.0 1572.0 455.0 1583.0 459.2 1605.0 455.0 1650.0 453.0 1689.0 GR 450.0 1735.0 449.0 1782.0 448.0 1822.0 446.6 1842.0 446.6 2384.0 GR 448.0 2447.0 449.0 2490.0 450.0 2522.0 451.0 2544.0 453.~ 2566.0 GR 455.0 2576.0 460.0 2599.0 NH 10 .05 1321.0 .04 1537.0 .065 1576.0 .04 1643.0 .07 NH 1689.0 .040 1830.0 .035 1945 .040 2150 .035 2350 .04 NH 2543.0 Xl 28720 40.0 1280.0 1689.0 173 338 228 GR 460.0 1280.0 460.0 1281.0 455.0 1301.0 450.0 1321.0 437.62 1372.0 GR 437.62 1415.0 450.0 1466.0 455.0 1483.0 458.0 1495.0 459.0 1509.0 GR 459.7 1537.0 459.0 1552.0 455.0 1565.0 450.0 1576.0 437.5 1597.0 GR 436.8 1609.0 450.0 1643.0 455.0 1657.0 458.6 1689.0 455.0 1711.0 GR 450.0 1746.0 449.0 1758.0 448.0 1806.0 446.6 1830.0 446.6 1945.0 GR 448.0 1985.0 449.0 2010.0 449.0 2115.0 448.0 2140.0 446.6 2150.0 GR 446.6 2350.0 450.0 2388.0 451.0 2417.0 452.0 2423.0 452.0 2443.0 GR 450.0 2456.0 450.0 2486.0 452.0 2501.0 455.0 2513.0 460.0 2543.0 NH 6 .05 1339.0 .04 1482.0 .065 1610.0 .04 1666.0 .075 NH 1699.0 .040 2703.0 X1 28890 45.0 1289.0 1696.0 153 194 170 X3 2526 470.0 GR 462.0 1289.0 460.0 1297.0 455.0 1317.0 450.0 1339.0 437.71 1388.0 GR 437.71 1433.0 450.0 1482.0 455.0 1499.0 459.0 1516.0 459.5 1539.0 UR 459.0 1564.0 456.0 1581.0 455.0 1596.0 450.0 1610.0 437.5 1633.0 GR 437.1 1637.0 450.0 1666.0 455.0 1677.0 460.0 1696.0 460.9 1699.0 GR 460.0 1709.0 455.0 1732.0 451.0 1749.0 450.0 1759.0 449.0 1775.0 GR 448.0 1802.0 449.0 1837.0 450.0 2012.0 451.0 2079.0 451.0 2236.0 GR 450.0 2253.0 448.0 2268.0 448.0 2273.0 450.0 2293.0 450.0 2411.0 GR 451.0 2457.0 451.2 2459.0 449.0 2495.0 449.0 2526.0 456.5 2526.0 GR 456.5 2555.0 453.6 2555.0 453.6 2571.0 455.0 2629.0 460.0 2703.0 SECTION 296+10 APPROXIMATE LOCATION FIS NH 4 .05 1318.0 .04 1542.0 .07 1654.0 .040 2490.0 X1 29124 29 1264.0 1620.0 161 337 234 UR 462.0 1264.0 460.0 1272.0 455.0 1293.0 450.0 1318.0 437.83 UR 437.83 1409.0 449.5 1456.0 437.4 1488.0 437.6 1512.0 450.0 GR 455.0 1577.0 459.0 1620.0 459.0 1654.0 455.0 1673.0 451.0 GR 450.5 1705.0 451.0 1715.0 452.0 1755.0 453.0 1846.0 453.8 1 453.0 16AU~96 13:42:54 GR 453.0 2184.0 452.0 2284.0 451.8 2318.0 452.0 2328.0 UR 454.0 2340.0 455.0 2345.0 459.0 2426.0 460.0 2490.0 1367.0 1542.0 1693.0 2015.0 2333.0 PA~E NH 10 .05 1219.0 .04 1410.0 .065 1529.0 .04 1597.0 .07 NH 1620.0 .040 1735.0 .040 1780.0 .040 2486.0 .075 2604.0 .045 NH 2777.0 Xl 29651 48.0 1168.0 1615.0 600 404 527 ~R 462.0 1168.0 460.0 1176.0 455.0 1196.0 450.0 1219.0 438.06 1267.0 GR 438.06 1320.0 450.0 1368.0 455.0 1387.0 459.0 1410.0 459.0 1427.0 GR 458.0 1471.0 455.0 1497.0 450.0 1529.0 438.8 1550.0 438.9 1571.0 GR 450.0 1597.0 455.0 1605.0 457.0 1610.0 457.4 1615.0 457.0 1620.0 GR 455.0 1625.0 450.0 1670.0 449.0 1710.0 449.0 1735.0 450.0 1780.0 GR 450.8 1932.0 450.0 2102.0 GR 449.9 2162.0 450.0 2170.0 GR 458.0 2403.0 455.0 2486.0 GR 457.0 2558.0 455.0 2566.0 GR 459.0 2604.0 459.0 2772.0 449.8 455.0 454.0 453.0 460.0 2115.0 2210.0 2494.0 2573.0 2777.0 449.7 457.0 454.0 453.0 2135.0 2228.0 2502.0 2577.0 449.8 458.0 457,0 455.0 2156,0 2331,0 2523.0 2585.0 NH 10 .05 1175.0 .04 1421.0 .065 1480.0 .04 1543.0 .07 NH 1654.0 .040 1770.0 .035 2090.0 ,045 2396.0 .075 2434.0 .045 NH 2771.0 Xl 29831 47 1147.0 1570.0 171 197 180 6IR 462.0 1147.0 460.0 1155.0 455.0 1175.0 450.0 1197.0 438.14 1244.0 GR 438.14 1296.0 450.0 1343.0 455.0 1361.0 460.0 1377.0 461.0 1386.0 OR 460.0 1421.0 459.0 1444.0 455.0 1462.0 450.0 1480.0 439.3 1498.0 GR 439.3 1518.0 450.0 1543.0 455.0 1552.0 457.0 1557.0 456.0 1570.0 GR 459.8 1586.0 455.0 1607.0 455,0 1654.0 451.0 1684.0 450.0 1712.0 GR 449.0 1735.0 447.9 1770.0 447.9 2090.0 450.0 2100.0 455.0 2127.0 OR 457.0 2139.0 458.0 2239.0 458.0 2277.0 457.0 2307.0 458.0 2343.0 GR 458.0 2388.0 455.0 2396.0 452.0 2400.0 452.0 2408.0 455.0 2415.0 GR 459.0 2434.0 459.0 2476.0 458.0 2536.0 457.3 2582.0 457.3 2725.0 GR 458.0 2763.0 460.0 2771.0 APPROXIMATB LOCATION FIS SECTION 305+70 NH 8 .05 1176.0 .04 1314.0 .065 1420.0 .04 1476.0 .07 NH 1672.0 .045 1940.0 .035 1975.0 .045 2190.0 X1 30027 34 1128.0 1525.0 148 299 196 GR 462.0 1128.0 460.0 1136.0 455.0 1156.0 450.0 1176.0 438.23 1223.0 OR 438.23 1267.0 450.0 1314.0 455.0 1340.0 458.2 1377.0 455.0 1409.0 GR 450.0 1420.0 439.8 1434.0 439.8 1453.0 450.0 1476.0 455.0 1493.0 OR 460.0 1525.0 460.5 1548.0 460.0 1578.0 459.6 1619.0 459.6 1672.0 OR 459.0 1740.0 457.0 1758.0 456.0 1780.0 455.0 1790.0 451.0 1821.0 OR 450.0 1908.0 447.9 1940.0 447.9 1975.0 450.0 2028.0 453.0 2088.0 OR 454.0 2116.0 455.0 2131.0 459.0 2159.0 460.0 2190.0 NH 9 .05 1095.0 .04 1225.0 .065 1320.0 .04 1377.0 .07 NH 1668.0 .045 1694.0 .07 1951.0 .045 1977.0 .07 2150.0 X1 30384 46.0 1045.0 1447.0 371 410 357 OR 462.0 1045.0 460.0 1053.0 455.0 1073.0 450.0 1095.0 438.14 1142.0 OR 438.14 1178.0 450.0 1225.0 455.0 1246.0 459.0 1270.0 460.0 1287.0 GR 455.0 1307.0 450.0 1320.0 446.0 1328.0 446.0 1333.0 447.0 1371.0 OR 450.0 1377.0 455.0 1391.0 459.0 1413.0 460.0 1447.0 460.7 1481.0 1 16AUG96 13:42:54 OR 460.0 1504.0 460,0 1570.0 459.8 1640.0 459.0 1650.0 455.0 1658.0 (IR 450.0 1668.0 445.0 1673.0 445.0 1689.0 450.0 1694.0 455.0 1697.0 OR 460.0 1716.0 460.0 1756.0 461.3 1788.0 461.0 1800.0 459.0 1815.0 OR 458.0 1888.0 455.0 1930.0 450.0 1951.0 445.0 1958.0 445.0 1967.0 OR 450.0 1977.0 455.0 1982.0 458.0 2004.0 458.0 2077.0 458.0 2096.0 GR 460.0 2150.0 APPROXIMATE LOCATION FIS SECTION 312+30 NH 10 .05 1063 .04 1187 .065 1247 .04 1301 .07 NH 1469 .045 1496 .07 1601 .040 1831 .045 1895 .07 NH 2395 Xl 30604 49 1014 1350 269 319 220 OR 461.0 1014 460.0 1022 455.0 1042 450.0 1063 438.55 1109 OR 438.55 1141 450.0 1187 455.0 1211 455.8 1220 455.0 1230 OR 450.0 1244 449.0 1247 448.0 1273 447.0 1276 446.0 1282 OR 446.0 1295 447.0 1297 450.0 1301 455.0 1316 460.0 1340 GR 461.0 1350 461.0 1454 460.0 1457 455.0 1464 450.0 1469 OR 446.0 1473 446.0 1488 450.0 1496 455.0 1506 460.0 1527 C~. 461.0 1582 461.0 1601 460.0 1618 455.0 1653 452.0 1730 (~HR. 452.0 1751 455.0 1796 458.0 1831 458.0 1863 455.0 1867 GR 450.0 1876 447.0 1885 447.0 1895 450.0 1898 455.0 1917 OR 456.0 2048 458.0 2191 459.0 2247 461.0 2395 NH 7.0 .0500 1093.0 .0400 1183.0 .0700 1346.0 .0400 2028.0 .0700 NH 2157 .045 2173 .07 2504.0 Xl 30958 33 1048.0 1285.0 303 302 354 OR 461.0 1048.0 460.0 1056.0 455.0 1076.0 450.0 1093.0 438.55 1134.0 OR 438.55 1142.0 450.0 1183.0 455.0 1192.0 460.0 1252.0 462.0 1285.0 GR 465.3 1298.0 450.0 1346.0 447.0 1362.0 446.5 1395.0 446.5 1456.0 GR 448.0 1496.0 448.0 1636.0 450.0 1682.0 451.5 1732.0 451.5 1800.0 GR 451.0 1940.0 453.0 1987.0 455.0 2000.0 458.0 2028.0 455.0 2071.0 OR 455.0 2146.0 448.0 2157.0 448.0 2173.0 450.0 2177.0 456.0 2196.0 OR 457.0 2232.0 459.0 2380.0 461.0 2504.0 NH 7.0 .0500 1094.0 .0400 1176.0 .0700 1283.0 .040 2090.0 .0700 NH 2103 .045 2124 .07 2193.0 X1 31335 32 1037.0 1204.0 377 344 377 OR 461.0 1037.0 460.0 1045.0 455.0 1065.0 450.0 1094.0 438.55 1130.0 OR 438.55 1140.0 450.0 1176.0 455.0 1184.0 460.0 1193.0 461.0 1204.0 GR 461.0 1228.0 460.0 1231.0 458.0 1250.0 458.0 1283.0 455.0 1310.0 OR 453.0 1342.0 453.0 1396.0 454.0 1486.0 455.0 1560.0 456.0 1600.0 PAGE GR 456.0 1739.0 456.0 1889.0 456.0 2029.0 GR 449.0 2103.0 449.0 2117.0 450.0 2124.0 GR 460.0 2180.0 461.0 2193.0 END AHH CROSS SECTION CONTRACTION AND EXPANSION COEFFICIENTS INCREASED TO CONTROL PROFILE DIPS OF GREATER THAN 0.50 FEET. i 16AUG96 13:42: 54 457.6 456.0 2090.0 2141.0 455.0 457.0 2097.0 2168.0 PAGE NC .055 .055 .035 .5 .7 X1 32150 40 3400 3525 160 180 170 X3 3040 470.0 6180 470.0 GR 470 1000 461 1600 461 1800 458 2000 459 2100 GR 457 2200 457 2220 459 2320 456.5 2620 455 2640 GR 457 2650 456.5 2680 459 2900 459 3100 460 3200 GR 461.5 3300 460.5 3400 437 3427 437 3440 437 3470 GR 437 3475 437 3489 447 3505 460 3525 461.5 3650 GR 458 3920 459 3980 458 4240 456 4280 456 4350 GR 452 4350 453.5 4380 457.5 4400 458 4520 461 4720 GR 461 5110 462 5200 462 5460 464 5800 470 6180 NC 0.055 0.055 0.015 0. 0. 0. NH 5. .055 3390.5 .01S 3539.5 .055 NH 5734. Xl 32200. 62. 3390.5 3539.5 50. 50. X3 3050 470.0 6260 BT -9. 3380. 465. 463. 3552. 465. BT 3740. 464. 3880. 463.6 BT 4190. 466. 4340. 466.9 GR 472. 900. 467. 1310. 462. 1700. GR 456.5 2201. 456.5 2221. 461.5 2222. GR 460.5 2610. 456.5 2611. 460.5 2635. GR 465. 3380. 460. 3381. 461.5 3390.5 GR 463.0 3432.01 463.0 3434.99 445. 3435. G'R 445. 3495. 463. 3495.01 463. 3497.99 GR 461.5 3539.5 460. 3550. 465. 3552. GR 463.6 3880. 464. 3960. 466. 4190. GR. 463.5 4340. 452.8 4365. 465.4 4365. GR 449.9 4380. 451.5 4389. 455.2 4396. GR 455.2 4397. 463.5 4411. 465.4 4411. GR 465.7 4534. 465.1 4634. 464. 4734. GR 464.4 5014. 466. 5734. Xl 32230. 0. 0. 0. 50. 50. X2 0. 0. 0. X3 3050 470.0 6260 QT 4. 9400. 13200. 14900. 36200. NC 0.055 0.055 0.045 0.1 0.3 0. Xl 32250. 41. 3400. 3525. 1. 1. X3 3040 470.0 6180 GR 470. 1000. 461. 1600. 461. 1800. GR 457. 2200. 457. 2220. 459. 2320. GR 457. 2650. 456.5 2680. 459. 2900. GR 461.5 3300. 461.5 3300. 460.5 3400. OR 437. 3470. 437. 3475. 437. 3489. (3R 461.5 3650. 458. 3920. 459. 3980. GT, 456. 4350. 452. 4350. 453.5 4380. GR 461. 4720. 461. 5100. 462. 5200. GR 470. 6180. 0. 0. 0. 0. 1 16AUG96 13:42:54 4366. 50. 470.0 463. 465.4 460.5 459.5 461.0 450. 435.0 446.5 466. 466.9 465.4 465.4 466.9 463.2 50. 1. 470.0 1. 470.0 458. 456.5 459. 437. 447. 458. 457.5 462. 0. 3600. 3960. 2000. 2430. 3000. 3425. 3455. 3498. 3600. 4340. 4366. 4396. 4834. 2000. 2620. 3100. 3427. 3505. 4240. 4400. 5460. 0. NH 6. 0.050 1323. 0.055 1740. 0.060 2110. .045 NH 3570. 0.050 4000. X1 32305. 53. 2110. 2325. 55. 55. 55. ~R 470. 50. 470. 50. 470. 50. 470. 50. GR 467. 50. 466. 135. 465. 220. 465. 1323. GR 461. 1740. 461. 1740. 461. 1740. 462. 1825. GR 464. 1975. 465. 2045. 465. 2110. 464. 2125. GR 460. 2160. 455. 2175. 450. 2204. 445. 2218. GR 437.7 2232. 438. 2239. 440. 2245. 445. 2253. GR 455. 2281. 460. 2325. 461. 3050. 460. 3140. GR 458. 3200. 457. 3218. 455. 3265. 452. 3283. GR 451. 3292. 452. 3308. 455. 3329. 459. 3350. OR 461. 3369. 462. 3400. 461. 3570. 462. 3910. .. GR 464. 3940. 465. 3970. 470. 4000. Begin Andrew Brown Jr. Park West improvements - CL0~R 3/96 Ground data modified per City of Coppell topograpphic map sta 2080-3859. Right bank modified from sta 2150 to 2110 - NH stations deleted to fit topo. 6. 0.050 1273. 0.055 1568. 0.060 1940. 0.045 2150. 0.055 ~ 3840. 0.050 3960. 466. 464. 466.8 461.5__ 459.5 462. 446.5 435. 450.0 464. 465.4 450.7 465.4 466.8 463.5 459 · 455. 460. 437. 460. 456. 458. 464. 0. 2325. 470. 461. 463. 463. 440. 450. 459. 451. 460. 463. 465.4 2200. 2520. 3280. 3432. 3475. 3505. 3740. 4340. 4366. 4397. 4434. 4934. 2100. 2640. 3200. 3440. 3525. 4280. 4520. 5800. O. PAGI~ O.OSS 50. 1335. 1890. 2140. 2225. 2263. 3180. 3289. 3360. 3930. proposed improvements for park sca 2861-2950 n-value lowered sca 2002-2750 for prop. asphalt · parking 1obi .055 to .040 proposed improvements for swiuwaing pool sca 2139-2501. NH 6 0,050 1273 0.0SS 1568 0.060 1940 0,045 2002 0,040 NH 2750 0,055 3859 Xl 32725 71 1940 2110 380 S20 420 X4 I 463,16 2750 GR 470. 0.0 470. 0.0 470. 0.0 470. 0.0 470. 0.0 (IR 465, 0,0 464, 90, 465. 180, 465, 1273, 461. 1285, GR 461, 1568. 453, 1592, 453. 1842. 464, 1895. 464, 1895. (IR 463, 1940, 460, 1960, 455, 1981, 450, 2002, 445, 2018, GR 440. 2025, 439, 2030, 438.2 2040. 439, 2050, 440, 2053, GR 445, 2070, 450. 2080, 450 2080 460 2102 462 2107 GR 462.1 2110 462 2119 462 2139 462 2460 462.0 2470 GR 462.0 2480 462.0 2485 462.0 2491 462.0 2501 462.0 2501 GR 462 2608 463 2730 .462 2779 460 2803 459.2 2855 (IR 459.5 2861 460.5 2867 461.5 2891 461.8 2902 461.5 2929 GR 460,25 2950 461 3140 460 3295 459,5 3360 460 3470 GR 460,3 3520 460 3555 458 3572 456 3590 454 3595 GR 453,5 3601 454 3608 456 3615 458 3620 460 3645 GR 462 3660 464 3668 466 3675 468 3688 469 3742 OR 468 3859 QT 4, 9400, 13200, 14900, 36200, ROB ground data modified per City of Coppell topographic map sca 1902-3030. Right bank modified from sca 1960 to 1935 - NH station modified to fit. 5, 0,050 1305,9 0,055 1420,6 0.060 1752, 0,045 1960, 0,055 3560. proposed improvements for park sca 2530-2885 proposed improvements for swimming pool sca 1957-2573. NH 5 0,.050 1305.9 0,055 1420,6 0.060 1752, NH 3560. I 16AUG96 13:42:54 Xl 33145 50 1390 1935 385 290 420 X3 10, GR 470, -175. 470, -175, 470, -175, 470, GR 465, 1305,9 460,33 1315, 460,55 1350,1 460,64 GR 452, 1485, 451,75 1515, 452, 1545, 453, OR 463. 1752. 462. 1779. 461. 1789. 460. GR 450. 1825. 445. 1835. 440. 1848. 439. GR 439. 1870. 440. 1878. 445. 1889. 450 GR 461 1957 462 1975 462 2241 462.0 GR 462.00 2530 462.0 2552 462.0 2573 461.6 GR 460 2830 460 2884 459.8 2885 459.8 GR 460.2 2990 460 3030 460 3500 462 ROB ground data modified per City of Coppe11 topographic map sca 1545-2181. Right bank raodified from sca 1603 to 1560 - NH station modified Co fiC. X3 deleted: BffecCive flow widened as a transition Co d/s conditions. rob n raised to balance Qs NH 4, 0,055 1310,0 0.060 1360, 0,045 1560. X1 33470, 41, 1135, 1560, 315, 260, 325. X3 GR 470. 0.0 GR 459.72 976.00 GR 462. 1360. GR 445. 1432. GR 440. 1491. GR 462 1578 ~R 458.0 1865 GR 457.5 2120 (JR 466. 2537 465, 0,0 465, 958,00 465,00 460,0 1010, 460.2 1135, 453. 461, 1382, 460, 1391, 455, 440. 1460, 439. 1465. 439.5 445. 1510. 450. 1520. 460 460 1599 458 1605 456,2 460 1892 460,2 1965 460 458 2145 460 2181 461,2 End Andrew Brown Jr. Park West improvements - NH 5. 0.055 1201, 0.060 1280. 0.045 NH 1845. Xl 34260. 34, 868. 1520. 830. 250, X3 10. 0. 0. 0. 0. 0. GR 470. 0.0 465. 0.0 465. 853. GR 452. 1000.0 451.5 1037.5 452. 1075. GR 453. 1166.4 461.64 1201.0 461.0 1280. GR 450. 1319. 445. 1328. 440. 1337. (IR 439. 1350. 440. 1357. 445. 1363. GR 460. 1392, 461, 1415, 462. 1445, (IR 461. 1620. 461, 1825. 462, 1530, NH 5, 0,050 648, 0.055 NH 1575, Xl 34850, 25. 1310, 1533. X3 10. O. 0. 0. GR 465. 0.0 465. 648. GR 462.0 1038. 463. 1210. GR 455. 1341. 450. 1380. 1005, 520. O. 461. 464. 445. 0.060 640. 0. 660. 1270. 1388. 1392, 790. 0. 461.2 452 460 439 450 463 466 1310, 590. 0. 461. 464.3 440. 0,045 -175, 1390, 1620, 1795, 1852, 1902 2262 2688 2885 3510 0.100 959.00 1220. 1419. 1475. 1545 1626 2039 2245, 0,055 868. 1075. 1291. 1340. 1372. 1472. 1845. 0. 045 0,0 0, 660, 1310, 1390, 1935, 465. 453. 463. 455. 438.4 460 462.0 461 460 470 2537, 465, 462. 450, 439. 462 456.2 458 461. 1825, 453. 452. 455. 438,8 455. 464, 1533, 0,0 0, 461, 460, 439,3 0,055 PAat~i: -175, 1420,6 1660, 1810, 1862, 1935 2335 2795 2925 3560 960,00 1310, 1432. 1485. 1560 1842 2080 2515 0.050 900,8 1075. 1304, 1345, 1520, O. OSS 0.0 O. 1005. 1338, 1394, OR OR 1 440. 462. 16AUG96 1410. 1484. 13:42:54 445. 464. 1428. 1533. 450. 465. 1435. 1548. 455. 466. 1442. 1560. 460. 467. 1470. 1575. PAGE 10 NH NH X1 GR GR GR GR GR GR QT NH Nit Xl GR GR GR GR GR GR NH NH Xl GR GR GR GR NH NH X1 GR GR GR NH NH Xl GR GR ~R 1 1575. 34950. 470. 463.48 462. 455. 440. 464. 6. 3960. 36970. 483. 473. 465. 442.7 466.5 463. 473. 3070. 38200. 473.2 468. 462. 464. 441. 462. 460. 451. 460. 470. 2310. 39290. 474. 464. 464. 441.88 458. 466. 4710. 39440. 502. 484. 477. 464. 16AUG96 462.5 481.5 485· .050 28. -380. 0. 1038. 1341. 1410. 1520. 10000. 0.060 0.0S0 31. 1000. 1810. 2900. 2970. 3140. 3670. 4070. .O5 49. 1000. 1540. 1930. 2125. 2185. 2295. 2480. 2560. 2720. 2840. .O5 30. 1000. 1275. 1525. 1580. 1750. 2180. 0.060 0.055 34. 1000 1800 3450 4000 13 4150. 4880. 5600. :42:54 355. 1310. 465. 463~. 463. 450. 445. 466. 13800. 1200. 4070. 2900. 477.5 474. 458. 450.6 465. 459. 0. 1540. 2100. 472. 466. 464. 462. 444. 462. 458. 452. · 462. 472. 1275. 1525. 472. 462. 462. 445. 458. 468. 1050. 6040. 4040. 491.6 483. 477.3 468. 468.5 483. 488. .055 1520. -380. 62. 1210. 1380. 1428. 1560. 15600. 0.050 0. 3060. 1050. 2155. 2930. 2975. 3280. 3740. 0. .06 2270. 1250. 1570· 2050. 2135. 2200. 2340. 2500. 2580. 2755. 2860. .055 1675. 1030. 1320. 1540. 1600. 1950. 2190. 0.060 0. 4150. 1050. 2000, 3610. 4025. 4210. 4970. 5730. NH 6 .05 1090 .05 NH 4950 .055 6200 Xl 39490 33 4030 4310 GR 502 1000 491.5 1090 GR 477.5 3060 478.2 3175 GR 465 3782 462.7 3885 GR 462.8 3985 467.5 4030 GR 442 4193 443.5 4217 GR 464 4635 478.2 4670 GR 495 5940 499 6120 QT 4 9900 13700 15400 NH 6 .05 1050 .055 NH 4710 .055 6040 Xl 39540 34 4040 4150 GR 502 1000 491.6 1050 GR 484 1800 483 2000 GR 477 3450 477.3 3610 GR 464 4000 468 4025 GR 462.5 4150 468.5 4210 GR 481.5 4880 483 4970 1005. 110. 464. 462. 464. 445. 450. 467. 36200. 2155. 0. 2020. 475. 469. 453.5 454. 462. 459. 0. 2100. 1150. 470. 464. 466. 460. 450. 464. 456. 454. 464. 474. 1540. 980. 470. 460.3 460. 450. 460. 470. 2000. 0. 150. 490. 480. 471.5 464. 462.8 484. 493.5 2380 5O 479 477 462.3 463 462.5 478.5 500 36200 2000 6O 49O 48O 471.5 464 462.8 484 .060 90. -260. 190. 1270. 1388. 1435. 1575. 0.060 0. 2020. 1200. 2360. 2930. 2985. 3400. 3870. 0. .045 950. 1360. 1600. 2070. 2142. 2215. 2390. 2515. 2600. 2780. 2950. .045 1110. 1070. 1345. 1550. 1615. 2000. 2200. 0.055 O. 280. 1160. 2100. 3730. 4040. 4400. 5080. 5830. .055 50 2380 3320 3895 4045 4257 4950 6200 .055 50 1160 2100 3730 4040 4400 5080 1310. 100. 463. 461. 464.3 440. 455. 2900. 0. 2020. 475. 466. 444. 456. 462. 461.5 0. 2270. 1230. 468. 462. 467.4 450. 460. 464. 454. 456. 466. 474.4 1675. 1090. 468. 462. 450. 460. 462. 472. 4040. 0. 150. 487. 480. 465. 444. 464. 482. 500. 3760 50 478.5 477 463 454.3 468.5 483,5 4O4O 50 487 480 465 444 464 482 .04S -240. 355. 1310. 1390. 1442. 0. 045 0. 1430. 2560. 2930. 2990. 3430. 3960. 0. .055 1400. 1650. 2100. 2160. 2255. 2440. 2530. 2620. 2800. 3070. .055 1115. 1400. 1560. 1675. 2150. 2240. 0.045 O. 1330. 2200. 3790. 4090. 4600. 5380. 6040. · 045 2480 3470 3914 4155 4310 5380 · 045 1330 2200 3790 4090 4600 5380 1520. 463. 461. 460. 439.3 460. 3060. 0. 473.8 466. 440. 465. 464.5 463.5 0. 2755. 468. 461. 466 .... 444. 462. 462. 452. 458. 468. 2175. 466. 464. 445. 460. 464. 474. 4150. 0. 487. 477. 463. 442. 466.5 482. 0. 4670 478 478 464 442 478.5 483.5 4150 487 477 463 442 466.5 482 .055 -70. 1005. 1338. 1394. 1465. 0.060 0. 1510. 2850. 2937. 3060. 3570. 3990. 0. .05 1450. 1760. 2120. 2170. 2270. 2460. 2535. 2670. 2820. .05 1200. 1450. 1565. 1710. 2175. 2310. 0.060 0. 1530. 2480. 3900. 4110. 4710. 5460. 0. PAGE .O5 2670 3760 3965 4183 4505 5520 .O5 1530 2480 3900 4110 4710 5460 11 (319, 485 5600 488 S730 493.S 5830 SO0 6040 Q'I' 4 6600 9100 10200 36200 NH 6 .06 1200 .055 3750 .06 4730 .045 4815 .045 NH 5410 .04 6200 X1 40650 32 4730 4815 1400 800 1110 GR 501 1000 497 1200 491.5 1800 489 2400 490.2 2700 GR 488.5 2950 489 3240 487.8 3750 480 4050 473 4180 GR 466.2 4320 465 4500 465 4600 465.5 4630 464.8 4730 GR 451.2 4770 440 4780 440 4800 449 4810 457.8 4815 GR 463 4860 467 4870 464 5080 465 5120 471 5170 GR 482.5 5410 484.2 5550 483.8 5790 486.8 5950 495.5 6130 GR 497.8 6150 499 6200 0T 4 5300 8000 9800 36200 NH 6 .06 1540 .055 2330 .055 2370 .045 2445 .06 NH 3350 .06 5200 X1 48000 32 2370 2445 5700 2900 7350 GR 503 1300 490 1450 482.2 1490 482.5 1540 474 1590 GR 465.6 1710 464.8 1740 464.5 1880 467.2 1890 469 2330 GR 459 2355 457 2370 445.6 2375 446 2385 446.8 2395 GR 448.5 2405 454 2410 462.3 2430 466.5 2445 471 2500 GR 465.5 2830 467.8 3060 467.8 3170 475 3240 474.5 3350 GR 487.8 3380 489 3570 491 3980 491 4330 488.5 4740 OR 498.4 5020 501.5 5200 1 16AUG96 13:42:54 ~ 4 4000 7000 9400 36200 NH 6 .05 1400 .05 2930 .055 4160 .045 4515 .058 NH 4585 .06 5420 Xl 51350 30 4160 4515 3600 3700 3350 GR 509 1000 504 1100 492.6 1400 490.5 1600 4.87 1850 GR 479 2030 474.5 2230 472.8 2470 472.5 2690 474 2930 GR 471.3 3140 469.6 3400 468.7 3600 468,5 3800 468.5 3870 Gq. 470.5 4000 470.5 4100 470.3 4160 446.5 4200 447.5 4238 GR 470.3 4280 471 4315 469.4 4415 470.2 4515 483.8 4585 GR 482 4615 484 4675 498 5215 500 5330 505.5 5420 NH 6 .05 1300 .0SS 3400 .05 5570 ,045 5670 .058 NH 6120 .055 6230 XZ 53350 34 5570 5670 1650 1750 2000 GR 510 1000 498 1200 492 1300 479 1850 476 1900 GR 474 2100 472.5 2500 474 2750 472 3400 467 3450 GR 469 3510 472.5 3700 472.5 3740 470 4000 472 4700 GR 475 5170 470 5300 473 5360 472 5470 456 5570 GR 450 5580 448 5590 450 5600 450 5620 451 5630 GR 460 5650 467 S670 473 5700 472 5900 473 6000 GR 478 6100 481.4 6120 490 6170 510 6230 NH 6 .04 1300 .OSS 1900 .06 4250 .045 4340 .06 Nil 4480 .055 4540 X1 55590 23 4250 4340 2000 2200 2240 GR 501.5 1000 493 1100 487 1300 484 1500 486 1550 Gl;. 489 1900 480 2000 475 2500 475 2600 471 3000 GR 472 3600 472 3900 473 4000 476 4240 470 4250 GR 452.4 4300 452.4 4325 472 4340 474 4390 472.5 4410 GR 473 4440 483 4480 502 4540 NH 6 .05 1850 .052 4120 .055 4335 .045 4415 .058 NH 4630 .06 4800 Xl 56940 33 4335 4415 1250 1250 1350 GR 502 1000 499.4 1070 494.5 1720 490.8 1850 477.8 2090 GR 474.5 2330 474.6 2480 472.4 2820 475.6 2980 473.6 3120 GR 472 3300 475 3640 475 3760 473.4 3850 469 3880 GR 469 3920 474 3930 475.8 3980 475.3 4120 472 4290 GR 462 4335 454.5 4340 451 4345 449.2 4355 449 4360 GR 452 4370 467 4400 474 4415 473 4440 473.8 4445 GR 476 4630 500 4760 502 4800 1 16AUG96 13:42:54 SEC/qO DEPTH CWSEL CRIWS WSELK EG }IV HL OLOSS O QLOB QCH QROB ALOB ACH AROB VOL T~A TIME VLOB VCH VROB XNL XNCH ~ WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP. AR TOPWID *PROF 1 0 .100 CEHV= .300 *SECNO 25530.000 t*.-BANK E~.EV R-BANK BLEV SSTA ENDST PAGE PAGB 12 13 3470 ENCROACHMENT STATIONS= 2494.0 2742.0 TYPE- i TARGET- 248.000 ELENCL= 470.00 ELENC~= 470.00 25530.000 16.61 451.01 .00 451.01 451.44 .43 12800.0 .0 12800.0 .0 .0 2433.1 .0 · 00 .00 5.26 .00 .000 .035 .000 · 000628 700. 700. 560. 0 0 0 .00 .00 455.33 .0 .0 470.00 .000 434.40 2512.48 .00 216.69 2729.17 *SECNO 25770.000 3470 ENCROAC/~MENT STATIONS= 2495.0 2780.0 TYPE- ELENCL~ 470.00 ELENCR- 470.00 25770.000 16.69 451.29 .00 .00 451.57 12800.0 .0 12800.0 .0 .0 3038.1 .02 .00 4.21 .00 .000 .035 .000367 240. 240. 240. 2 0 I TARGET- .28 .0 .000 0 285.000 · 11 .02 455.33 15.1.. 1.3 470.00 · 000 434.60 2511.44 .00 253.17 2764.60 1490 NH CARD USED *SEC/qO 26830.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3470 ~NCRO/~ STATIONS- 2619.0 5200.0 TYPE- EL~NCL- 470.00 ELENCR- 470.00 26830.000 15.41 451.71 .00 .00 452.16 13300.0 .0 13300.0 .0 .0 2464.9 .07 .00 5.40 .00 .000 .035 .000835 1030. 1010. 960. 2 0 1490 NH CARD USED i 16AU~96 13:42:54 KRATIO - I TARGET- .45 .0 .000 0 SECNO DEPTH CWSEL CRIWS WSELK ~G HV Q QLOB QCH QROB ALOB ACH ABOB TIME VLOB VCH VROB XNL XNCH ~ SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT *SECHO 26880.000 3265 DIVIDED FLOW 26880.000 15.68 451.88 .00 .00 452.21 13300.0 .0 13300.0 .0 .0 2875.9 · 07 .00 4.62 .00 .000 .037 .000674 32. 50. 479. 2 0 .33 .0 .000 0 .69 2581.000 .54 .05 457.35 78.9 7.2 452.00 .000 436.30 2642.14 .00 256.77 3099.29 HL O~OSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA COP. AR TOPWID ~lqDST .04 .01 461.50 81.9 7.5 457.50 .000 436.20 1051.73 .00 292.57 1524.38 PAGE 14 1490 NH CARD USED *SECHO 27165.000 3265 DIVIDED FLOW 27165.000 16.07 452.17 .00 .00 452.40 13300.0 .0 7998.5 5301.5 .0 1690.9 .09 .00 4.73 1.96 .000 .037 .000700 240. 284. 201. 2 0 1490 NH CARD USED *SECNO 27449.000 1530 MANNINGS N VALUES FOR C~J%NNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, .23 2706.8 .040 0 KRATIO - 27449.000 16.85 452.45 .00 .00 452.54 .09 13300.0 .0 6346.4 6953.6 .0 2434.2 3354.0 .12 .00 2.61 2.07 .000 .044 .036 .000308 240. 284. 248. 2 0 0 1490 NH CARD USED *SECHO 27748.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 27748.000 17.35 452.55 .00 .00 452.62 13300.0 .0 5983.3 7316.7 .0 2407.7 .16 .00 2.49 1.90 .000 .043 .07 3849.6 .036 .18 .01 461.50 103.1 11.5 459.00 .000 436.10 1026.27 · 00 1255.42 2510.86 1.51 · 12 .01 460.30 133.8 18.6 457.50 .000 435.60 1044.68 .00 1170.49 2670.60 .08 .00 460.00 172.0 26.4 456.50 .000 435.20 1099.83 .000269 324. 299. 262. 2 0 0 .00 1345.54 2738.82 16AUG96 13:42:54 SECNO DEPTH CWSEL CRIWS WSELK EG HV ItL OLOSS O QLOB QCH QROB ALOB ACH AROE VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCI{ XLOBR ITRIAL IDC ICONT CORAR TOPWID 1490 NH CARD USED *SBCNO 27992.000 3265 DIVIDED FLOW 27992.000 17.01 452.61 .00 .00 452.70 .09 .07 .00 13300.0 .0 7985.0 5315.0 .0 2782.2 3558.9 212.9 35.2 .19 .00 2.87 1.49 .000 .037 .039 .000 435.60 .000247 213. 244. 309. I 0 0 .00 1257.10 1490 NH CARD USED *SECNO 28168.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 28168.000 16.09 452.69 .00 .00 452.74 .05 .04 .00 13300.0 .0 4904.6 8395.4 .0 2387.8 4893.8 244.9 41.3 .22 .00 2.05 1.72 .000 .043 .036 .000 436.60 .000183 167. 176. 223. 2 0 0 .00 1210.32 1490 NH CARD USED *SECNO28492.000 1530 M~NNINGSN VALUES FOR CHANNELCOMPOSITED 3265 DIVIDED FLOW 28492.000 16.44 452.74 .00 .00 452.80 .06 .06 .00 13300.0 .0 5006.5 8293.5 .0 2350.3 4522.9 295.7 49.6 .27 .00 2.13 1.83 .000 .043 .036 .000 436.30 .000198 406. 324. 307. I 0 0 .00 1114.02 1490 NH CARD USeD *SECN028720.000 1530 MANNINGS N VALUES FOR ~L COMPOSITED 3265 DIVIDED FLOW 28720.000 16.00 452.80 .00 .00 452.88 .08 .07 .01 13300.0 .0 5911.2 7388.8 .0 2313.6 3637.9 339.6 57.2 .30 .00 2.55 2.03 .000 .042 .037 .000 436.80 .000283 173. 228. 338. 0 0 0 .00 1024.32 1 16AUG96 13: 42: 54 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TINE VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP. AR TOPNID L-BANK BLBV R-BANK RLRV SSTA ENDST 460.00 458.60 1070.55 2569.49 460.00 458.80 1050.24 2450.09 460.00 459.20 1246.88 2563.29 460.00 458.60 1309.83 2504.17 L-BANK ELEV R-BANK RLRV SSTA RNDST PAGE PAGE 15 16 1490 NH CARD USED *SBCNO 26890.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KP. ATIO - 3470 ENCROACI-B4ENT STATIONS- .0 2526.0 TYPE- I TARGET- 28890.000 15.70 452.80 .00 .00 452.99 .18 13300.0 .0 8561.4 4738.6 .0 2145.4 2218.0 .32 .00 3.99 2.14 .000 .044 .040 .000767 153. 170. 194. 2 0 0 1490 NH CARD USED *SECNO 29124.000 .61 2525.999 .08 .03 512.00 361.4 61.7 460.00 .000 437.10 1326.66 .00 1019.57 2526.00 3265 DIVIDED FLOW 29124.000 15.45 452.85 .00 13300.0 .0 13045.2 254.8 .33 .00 5.24 1.15 .000889 161. 234. 337. .00 453.27 .42 .21 .07 · 0 2489.7 221.3 383.2 67.1 · 000 .038 .040 .000 437.40 2 0 0 .00 540.02 1490 Ntt CARD USED *SECNO 29651.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 29651.000 15.44 453.50 .00 13300.0 .0 9521.1 3778.9 .37 .00 3.72 2.09 .000635 600. 527. 404. 462.00 459.00 1303.75 2332.25 1490 NH CARD USED *SECNO 29831.000 i 16AUG96 13:42:54 .00 453.67 .17 .38 .02 462.00 .0 2561.9 1808.6 423.2 74.3 457.40 .000 .044 .040 .000 438.06 1202.90 2 0 0 .00 841.65 2579.00 SECNO DEPTH CWSEL CRIWS WSELK BG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN BLMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP. AR TOPWID 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 29831.000 15.51 453.65 .00 ,00 453.77 13300.0 .0 7498.2 5801.8 .0 2467.4 .39 .00 3.04 2.49 .000 .042 .000390 171. 180. 197. 0 0 1490 NH CARD USED *SBCNO 30027.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3302 ItARNING: 30027.000 15.45 453.68 .00 .00 453.95 13300.0 .0 10268.7 3031.3 .0 2267.1 .41 .00 4.53 2.90 .000 .045 .001058 148. 196. 299. 2 0 1490 NH CARD USED *SECNO 30384.000 .12 2327.8 .036 0 KRATIO - .28 1045.4 .042 0 .09 443.0 .000 .00 .61 .14 465.2 .000 .00 .00 77.7 438.14 727.21 .05 81.5 438.23 555.16 3265 DIVIDED FLOW L-BANK ELEV R-BANK ELEV SSTA ENDST 462.00 458.00 1180.99 2411.82 462.00 460.00 1161.29 2106.98 30384.000 15.81 453.95 .00 .00 454.42 .48 .41 .06 462.00 13300.0 .0 11557.9 1742.1 .0 2010.8 458.9 489.8 85.4 460.00 · 43 .00 5.75 3.80 .000 .036 .046 .000 438.14 1077.61 .001169 371. 357. 410. 0 0 0 .00 325.16 1980.95 .00 87.6 438.55 447.02 .00 454.78 .45 .36 · 0 1949.4 583.9 503.6 .000 .047 .046 .000 2 0 0 .00 1490 NH CARD USED *SECNO 30604.000 1530 MANNINGS N VALUES FOR CHANNEL COt4POSITBD 3265 DIVIDED FLOW 30604.000 15.78 454.33 .00 13300.0 .0 11002.3 2297.7 5.64 3.93 .44 .00 .002051 269. 220. 319. 461.00 461.00 1044.82 1914.45 17 i 16AUG96 13:42: 54 SEC}lO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS O QLOB QCE QROB ALOE ACH AROB VOL TWA TIME VLOB VCH t/ROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP. AR TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST PAGE 18 1490 NH CARD USED *SECNO 30958.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 30958.000 16.40 454.95 .00 .00 455.08 .13 13300.0 .0 3826.6 9473.4 .0 1070.5 3809.2 .47 .00 3.57 2.49 .000 .037 .041 .000424 303. 354. 302. 2 0 0 1490 NH CAR.D,US]~:) *SECNO 31335.000 1530 MANNXNC~S N VALUES FOR CHANNEL COMPOSXTED 3265 DIVIDRD ~ 2.20 .27 .03 461.00 531.1 92.3 462.00 .000 438.55 1076.16 · 00 831.58 2192.68 3301 HV CHANGED MOPE THAN HVINS 7185 MINIM~4SPECIFICENEI~3Y 3720 CRITICAL UEPTHA~ST~4ED 31335.000 15.68 454.23 454.23 .00 456.41 2.18 13300.0 .0 11723.2 1576.8 .0 939.9 291.8 .48 .00 12.47 5.40 .000 .044 .045 .008800 377. 377. 344. 5 11 0 CCHV- ~ .500 CEHV- .700 *SECNO 32150.000 3265 DIVIDED FLON 3301 HV CHANGED MOPE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCRPTABZ,R RANGB, 16AU~96 13:42:54 ](RATIO SEC~IO DEPTH CWSEL CRIWS WSELK EG }IV Q OLOB QCH QROB ALOB ACS AROB TIME VLOB VCH VROB XNL XNCH SI.&)PE XLOBL XLCH XLOBR ITRIAL IDC ICONT 3470 ENCROACHMENT STATIONS- 3040.0 6180.0 TYPE- i TARGET- BL~NCL- 470.00 EI~NCR- 470.00 32150.000 19.60 456.60 .00 .00 457.45 .85 13300.0 .0 13029.1 270.9 .0 1740.0 184.7 .49 .00 7.49 1.47 .000 .035 .055 .000962 160. 170. 180. 2 0 0 1490 NH CARD USeD *SRCNO 32200.000 3265 DIVIDED F~OW 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD- 463.60 MAX ELLC- ******** 3470 ENCROACI~4ENT STATIONS- 3050.0 6260.0 TYPE- 1 TARGET- ELENCL- 470.00 ELENCR- 470.00 32200.000 21.50 456.50 .00 .00 457.80 1.31 13300.0 .0 12521.4 778.6 .0 1331.9 178.3 .49 .00 9.40 4.37 .000 .015 .021 · 000554 50. 50. 50. 2 0 0 *SECNO 32230.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD- 3470 ENCROACHMENT STATIONS- 3050.0 463.60 MAX ELLC- ******** 6260.0 TYPE- i TARGET- .41 .62 461.00 556.0 97.0 461.00 .000 436.55 1069.46 .00 332.36 2135.99 3.02 HL OLOSS L-BANK ELEV VOL TNA R-BANK ELEV WTN ELMIN SSTA CORAR TOI~ID ENDST 3140.000 .37 .66 460.50 562.2 98.1 460.00 · 000 437.00 3404.48 · 00 242.69 4395.48 3210.000 · 04 .32 461.50 564.2 98.4 461.50 .000 435.00 3405.51 .00 153.82 4399.19 3210.000 PAGE 19 ELI'~qCL- 470.00 ELF~CR- 470.00 32230.000 21.54 456.54 .00 .00 457.84 13300.0 .0 12516,3 783.7 .0 1336,2 .49 .00 9.37 4.36 .000 .015 · 000549 50. 50. SO. 0 0 1,30 179.8 ,021 0 ,03 .00 461.50 565.9 98.5 461.50 .000 435.00 3405.40 .00 154.20 4399.25 i 16AUG96 13:42:54 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB 0CH QROB ALOB ACH AROB TIME VLOE VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CCHV- .100 CEHV- .300 *SECNO 32250.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE P,A/qGE, 3470 ENCROACHMENT STATIONS- 3040.0 6180.0 TYPE- ELENCL- 470.00 ELENCH- 470.00 32250.000 20.58 457.58 .00 .00 457.93 9400.0 .0 8978.2 421.8 .0 1855.5 .49 .00 4.84 1.30 .000 .045 · 000631 1. 1. 1. 2 0 KRATIO - TARGET- .35 324.0 .055 0 HL OLOSS L-BANK ELEV VOL TWA R-BANKELEV WTN ET~4IN SSTA COP, AR TOPWID ENDST .66 3140.000 .00 .10 460.50 566.0 98.5 460,00 .000 437.00 3403,35 .00 290.55 4420.87 PAGE 2O 1490 NH CARD USED *SECNO 32305.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 32305.000 19.69 457.39 .00 .00 458.11 9400.0 .0 7956.6 1443.4 .0 1101.3 .49 .00 7.22 3.78 .000 .045 .003107 55. 55. 55, 2 0 1490 NH CARD USED *SECNO 32725.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, I 16AU(~96 13:42:54 KRATIO - .72 382.3 .055 0 KRATIO - SECHO DEPTH CWSEL CHIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH %/ROB XNL XNCH XIgR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 32725.000 20.26 458.46 .00 .00 458.68 .22 9400.0 2837.6 6349.0 213.3 1482.5 1446.3 138.7 · 53 1.91 4.39 1.54 .060 .041 .055 · 000660 380. 420. 520. 2 0 0 .45 .07 .11 465.00 568.3 98,9 460.00 .000 437.70 2167.83 .00 264.81 3341.55 2.17 HL OLOSS L-BANKELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA COP, AR TOPWID ENDST .52 .05 463.00 590.1 102.6 462.10 .000 438.20 1575.61 .00 482.60 3625.79 PAGE 21 1490 NH CARD USED *SECNO 33145.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 460.64 ELREA- 33145.000 20.45 458,85 .00 .00 459.01 .16 9400,0 .0 9400.0 .0 .0 2936.2 .0 · 56 .00 3.20 .00 .000 .055 .000 .000927 385. 420. 290. 2 0 0 460.00 .32 .01 460.64 618.3 106.5 460.00 ,000 438.40 1397.17 .00 379.00 1931.21 1490 NH CARD USED *SEC:NO 33470. 000 3265 DIVIDED FLOW 33470.000 20.05 459.05 .00 .00 459.30 .25 .26 .03 460.20 9400.0 .0 8812.3 587.7 .0 2136.5 815.6 639.6 110.1 462.00 .58 .00 4.12 .72 .000 .036 .100 .000 439.00 1148.59 .000705 315. 325. 260. 2 0 0 .00 660.85 2163.87 1490 NH CARD USED *SEC:NO 34260.000 3265 DIVIDED FLOW 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLF, A- 461.20 ELREA- 464.00 34260.000 20.89 459.69 .00 .00 459.82 .13 .51 .01 461.20 9400.0 .0 9400.0 .0 .0 3257.0 .0 690.9 117.5 464.00 · 66 .00 2.89 .00 .000 .049 .000 .000 438.80 874.04 .000618 830. 790. 250. 2 0 0 .00 418.65 1391.32 I 16AU~96 13: 42: 54 SECNO DEPTH CWSEL CRIWS WSELK BG HV HL OLOSS L-BANK ELI[V Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK RLEV TIME VLOB VCH VROB XNL XNCH XNR ~ RLMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP. AR TOPWID ENDST 1490 NH CARD USED *SECNO 34850. 000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVBY~CH CHANGE OUTSIDE OF ACCEPTABLE RANGE, KP. ATIO - .53 3495 OVERBANKAREAASSUMED NON-EFFECTIVE, E?.I.~R. 464.30 ELREA- 464.00 34850.000 20.58 459.88 .00 .00 460.63 .75 .63 .19 464.30 9400.0 .0 9400.0 .0 .0 1351.1 .0 722.1 121.3 464,00 · 68 .00 6.96 .00 .000 .045 .000 .000 439.30 1338.07 · 002233 520. 590. 640. 2 0 0 .00 131.25 1469.32 1490 NH CARD USED *SE(]~*O 34950.000 34950.000 20.82 460.12 .00 .00 460.85 .73 .22 .00 464.30 9400.0 .0 9400.0 .0 .0 1369.7 .0 725.2 121.6 464.00 .69 .00 6.86 .00 .000 .045 .000 .000 439.30 1337.23 .002101 110. 100. 90. 2 0 0 .00 129.41 1466.63 1490 NH CA.RDUSED *SBCNO 36970.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANC~ CHANGE OUTSIDE OF ACC~PTABI~ RANGE, KI~TIO - 1.42 36970.000 23.62 463.62 .00 .00 463.96 .34 3.08 .04 465.00 10000.0 .0 7521.8 2478.2 .0 1421.0 1308.9 820.3 140.6 465.00 · 81 .00 5.29 1.89 .000 .040 .060 .000 440.00 2905.91 · 001172 2020. 2020. 2020. 2 0 0 .00 691.39 3991.02 1490 NH CARD USED *SBCNO 38200.000 i 16AUG96 13:42:54 SEClqO DEPTH CWSEL CRIWS WSELK EG }IV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANKELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAI~ IDC ICONT COP. AR TOPWID ENDST PAGE PAGE 22 23 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.09 38200.000 23.47 464.47 .00 .00 464.54 .08 .55 .03 467.40 10000.0 823.3 4708.7 4468.0 1080.9 1735.4 2594.6 921.7 162.4 462.00 · 96 .76 2.71 1.72 .060 .045 .055 .000 441.00 1593.06 .000267 1150. 1230. 950. 2 0 0 .00 1122.35 2784.63 1490 NH CARD USED *SECNO 39290.000 39290.000 22.88 464.76 .00 .00 464.86 .10 .31 .01 464.00 10000.0 456.5 5621.7 3921.8 524.6 1839.0 2647.1 1051.2 187.3 460.00 1.09 .87 3.06 1.48 .055 .043 .055 .000 441.88 1246.40 .000298 980. 1090. 1110. 2 0 0 .00 930.51 2176.91 1490 NH CARD USED *SEC/qO 39440.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .45 39440.000 22.47 464.47 .00 .00 465.13 .66 .10 .17 464.00 10000.0 148.2 9581.6 270.2 157.6 1441.7 284.8 1067.5 191.1 462.50 1.10 .94 6.65 .95 .055 .045 .060 .000 442.00 3819.14 .001454 150. 150. 280. 2 0 0 .00 591.62 4620.69 1490 NH CARD USED *SECNO 39490.000 3265 DIVIDED FLOW i 16AUG96 13: 42: 54 SECNO DEPTH CWSEL CRIWS WSELK EG HV IlL OLOSS L-BANK ELEV O QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC XCONT CORAR TOPWXD ENDST PAGE 24 3302 WARNING= CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KI~ATIO - 1.47 39490.000 22.98 464.98 .00 .00 465.22 .23 .05 .04 467.50 10000.0 357.9 9639.2 2.9 316.4 2444.9 5.5 1070.2 191.8 468.50 .045 .045 .000 442.00 3782.68 1.10 1.13 3.94 .53 .045 .000675 50. 50. 50. 2 0 0 .00 475.07 4637.43 1490 NH CARD USED *SECNO 39540,000 3265 DIVIDED FLOW 39540.000 22.80 464.80 .00 .00 465.36 .56 .04 .10 464.00 9900.0 227.3 9199.3 473.4 222.3 1478.0 387.1 1072.9 192.4 462.50 1.10 1.02 6.22 1.22 .055 .045 .050 .000 442.00 3801.01 .001234 50. 50. 50. 2 0 0 .00 641.84 4635.19 1490 NH CARD USED *SECNO 40650.000 3265 DIVIDED FLOW 40650.000 26.07 466.07 .00 .00 466.31 .25 .92 .03 464.80 6600.0 137.6 5651.4 811.0 254.9 1327.7 483.7 1124.4 208.1 457.80 1.18 .54 4.26 1.68 .060 .045 .045 .000 440.00 4439.99 .000534 1400. 1110. 800. 2 0 0 .00 621.26 5128.89 1490 NH CARD USED *SECNO 48000.000 3265 DIVIDED FLOW 48000.000 23.16 5300.0 1434.5 468.76 .00 .00 468.85 .09 2.52 .02 457.00 3305.8 559.7 1360.5 1116.7 945.4 1483.8 310.1 466.50 2.02 1.05 2.96 .59 .055 .045 .060 .000 445.60 1664.86 .000269 5700. 7350. 2900. 3 0 0 .00 1293.39 3179.33 i 16AUG96 13:42:54 SECNO DEPTH CWSEL CRI#S WSELK EG HV HL OLOSS L-BANK BLRV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK BLRV TIME VLOB VCH I/ROB XNL XNCH XNR ~ EI, MIN SSTA SLOPE XLOBL XLCH X~OBR ITRI/~L IDC ICONT CORAR TOPWID ENDST 1490 NH CARD USED *SECHO 51350.000 3265 DIVIDED FLOW 51350.000 23.04 469.54 .00 .00 469.62 .07 .76 .00 470.30 4000.0 119.5 3880.5 .0 380.2 1753.5 .0 1706.3 391.4 470.20 2.46 .31 2.21 .00 .055 .045 .000 .000 446.50 3410.06 · 000181 3600. 3350. 3700. 3 0 0 .00 673.17 4433.89 1490 NH CARDUSED *SEC/~O 53350.000 3265 DIVIDED FLOW 53350.000 21.83 469.83 .00 .00 469.86 .06 .26 .00 456.00 4000.0 721.1 3272.4 6.5 765.3 1587.6 20.0 1805.1 411.5 467.00 2.75 .94 2.06 .33 .050 .045 .058 .000 448.00 3421.74 .000105 1650. 2000. 1750. 2 0 0 .00 333.61 5684.13 1490 NH CARD USED *SECNO 55590.000 3302 WARNING: CONVEYANCH CHANGE OUTSIDE OF AC~'~PTABLE RANGE, I(RATIO - .40 55590.000 17.77 470.17 .00 .00 470.41 .24 .47 .06 470.00 4000.0 .0 4000.0 .0 .0 1013.5 .0 1890.0 421.7 472.00 2.91 .01 3.95 .00 .060 .045 .000 .000 452.40 4249.72 .000654 2000. 2240. 2200. 2 0 0 .00 68.88 4338.60 1490 NH CARD USED *SECNO 56940.000 3265 DIVIDED FLOW 56940.000 21.92 470.92 .00 .00 471.10 .18 .68 .01 462.00 4000.0 334.8 3665.2 .0 271.7 1034.5 .0 1925.7 425.6 474.00 3.02 1.23 3.54 .00 .054 .045 .000 .000 449.00 3866.93 .000402 1250. 1350. 1250. 2 0 0 .00 170.42 4408.39 i 16AUG96 13:42:54 71 DENTON CRRPK - PROPOSED CONDITIONS (AVO 15254) NATURAL RUN 72 Di~C~ON CREEK - 50 YR DISCHARGE PROFILE FIS 73 DENTON CREEK, TEXAS FILE: PROPDC6.DAT 74 ANDREW BROWN JR. PARK WEST CLOt~ 03/19/96 SBH J1 IC~IECK INQ NINV IDIR STRT METRIC 0 3 0 0 0 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN 2 0 -1 HVINS Q WSEL Fi} 0 0 452.29 ALLDC IBW CHNIM ITRACR 16At~396 13:42:54 SECNO DEPTH CWSEL CRIWS WSELK EG Q QLOB QCH OROB ALOE ACH TIME VLOB VCH VROB XNL liNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC HV ItL OLOSS L-BANK ELRV AROB VOL TWA R-BANK ELEV XNR WTN ELMIN SSTA ICONT COP. AR TOPWID ~NDST *PROF 2 0 PAGE 25 PAGE 26 PAGE CCHV- .100 CI~HV- .300 *SECNO 25530.000 3470 ~NCROAC~MENT STATIONS- 2494.0 2742.0 TYPE- 1 TARGET- ELBNCL- 470.00 ELENCR- 470.00 25530.000 17.89 452.29 .00 452.29 452.99 .70 18200.0 .0 18200.0 .0 .0 2716.7 .0 · 00 .00 6.70 .00 .000 .035 .000 · 000933 700. 700. 560. 0 0 0 248.000 .00 .00 455.33 .0 .0 470.00 .000 434.40 2507.36 .00 226.37 2733.73 *SECNO 25770.000 3470 ENCROAChMeNT STATIONS- 2495.0 2780.0 TYPE- I TARGET- ELENCL- 470.00 ELENCR- 470.00 25770.000 18.14 452.74 .00 .00 453.18 .44 18200.0 .0 18200.0 .0 .0 3411.2 .0 .01 .00 5.34 .00 .000 .035 .000 .000533 240. 240. 240. 2 0 0 285.000 .17 .03 455.33 16.9 1.4 470.00 .000 434.60 2505.63 .00 263.69 2769.32 1490 NH CAP/) USED *SBCNO 26830.000 3265 DIVIDED F~OW 3470 ENCROACHMENT STATIONS~ 2619.0 5200.0 TYPE- i TAROETt EL~NCL~ 470.00 ELENCR- 470.00 26830.000 17.10 453.40 .00 .00 453.94 .54 18900.0 .0 17809.2 1090.8 .0 2933.1 1044.1 .06 .00 6.07 1.04 .000 .035 .055 .001017 1030. 1010. 960. 2 0 0 2581.000 .73 .03 457.35 101.9 16.8 452.00 .000 436.30 2635.40 .00 1104.81 3945.96 1490 NH CARDUSED *SECNO 26880.000 3265 DIVIDED FLOW I 16AUG96 13:42:54 SECNO DEPTH CWSRL CRIWS WSELK EG HV O QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR S~OPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 26880.000 17.31 453.51 .00 .00 454.00 .49 18900.0 .0 18900.0 .0 .0 3378.6 .0 · 06 .00 5.59 .00 .000 .036 .000 · 000851 32. 50. 479. 2 0 0 }iL OLOSS L-BANKELEV VOL TWA R-BANKEL~V WTN ELMIN SSTA COP, AR TOPWID ~NDST .06 .01 461.50 111.3 21.5 457.50 .000 436.20 1044.54 .00 322.64 1527.32 PAGE 28 1490 NH CARD USED *SECNO 27165. 000 3265 DIVIDED PLOW 27165.000 17.93 454.03 .00 .00 454.19 .16 18900.0 .0 8509.2 10390.8 .0 2036.1 4794.8 · 09 .00 4.18 2.17 .000 .036 .040 .000465 240. 284. 201. 2 0 0 .16 .03 461.50 140.0 25.9 459.00 · 000 436.10 1016.23 · 00 1362.34 2574.04 1490 NH CARD USED *SRCNO 27449.000 1530 MANNINGS N VALUES FOR CHANNEL CO, POSITED 3265 DIVIDED FLOW 27449.000 18.61 454.21 .00 .00 454.29 .09 18900.0 .0 7298.3 11601.7 .0 2901.3 5207.8 .12 .00 2.52 2.23 .000 .046 .037 .000283 240. 284. 248. 0 0 0 .09 .01 460.30 184.6 34.0 457.50 .000 435.60 1038.04 · 00 1417.15 2706.76 1490 NH CARD USED *SEC~0 27748.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 27748.000 19.09 454.29 .00 .00 454.37 .08 18900.0 .0 6833.2 12066.8 .0 2857.2 5800.3 .15 .00 2.39 2.08 .000 .045 .037 .000243 324. 299. 262. 2 0 0 .07 .00 460.00 237.5 42.8 456.50 .000 435.20 1093.55 .00 1404.20 2757.44 1490 NH CARD USED i 16AIX]96 13: 42: 54 SECNO DEPTH CWSEL CRTWS WSELK EG HV Q QLOB QCH QROB /e/OB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT *SECNO 27992. 000 3265 DIVIDED FLOW 27992.000 18.75 454.35 .00 18900.0 .0 9578.2 9321.8 · 19 .00 2.91 1.76 · 000221 213. 244. 309. .00 454.44 .09 · 0 3287.5 5287.0 · 000 .036 .039 i 0 0 1490 NH CArD USED *SRCNO 28168.000 1S30 MANNINGS N VALUES FOR CHANNEL CO~4POSITED 3265 DIVIDED FLOW 28168.000 17.82 454.42 .00 18900.0 .0 5856.4 13043.6 .22 .00 2.06 1.98 .000175 167. 176. 223. .00 454.48 .06 .0 2842.3 6580.7 .000 .044 .036 2 0 0 1490 NH CARD USED *SECNO 28492.000 1530 MANNINGS N VALUES FOR CHANNEL COt4POSITED 3265 DIVIDED FLOW 28492.000 18.17 454.47 .00 .00 454.54 .07 18900.0 .0 6019.5 12880.5 .0 2787.3 6059.7 .26 .00 2.16 2.13 .000 .045 .036 .000193 406. 324. 307. i 0 0 1490 NH CARD USED *SECNO 28720.000 1530 MANNINGS N V/sLUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 28720.000 17.72 454.52 .00 18900.0 .0 7147.7 11752.3 .29 .00 2.59 2.35 .000272 173. 228. 338. .00 454.61 .09 .0 2756.8 4993.7 .000 .043 .037 0 0 0 i 16AUG96 13: 42: 54 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH ~ SLOPE XLOBI3 XLCH XLOBR IT~IAL IDC XCONT 1490 NH CARD USED *SECN0 28890. 000 1530 MANNINGS N VALUES FOR CHANREr. CO, POSITeD 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCH CHAN~E OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 3470 ENCHOACHMENT STATIONS- .0 2526.0 TYPE- i TARGET- 28890.000 17.45 454.55 .00 .00 454.71 .16 18900.0 .0 9547.7 9352.3 .0 2575.9 3597.2 .31 .00 3.71 2.60 .000 .045 .040 .000634 153. 170. 194. i 0 0 1490 NH CARD USED *SECHO 29124.000 3265 DIVIDED FLOW HL OLOSS L-BANK SLEV VOL TWA R-BANK ELEV ~ ELMIN SSTA COP, AR TOPWID ENDST .07 .00 460.00 294.0 52.0 458.60 .000 435.60 1063.59 .00 1310.22 2582.25 .04 .00 460.00 336.7 58.2 458.80 .000 436.60 1043.33 .00 1269.55 2463.48 .06 .00 460.00 402.2 67.0 459.20 .000 436.30 1239.30 .00 1177.01 2573.38 .07 .01 460.00 459.6 75.0 458.60 .000 436.80 1302.95 .00 1064.62 2511.05 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA COI~%R TOPWID ENDST .66 2525.999 .07 .02 512.00 489.2 79.6 460.00 · 000 437.10 1318.96 .00 1049.40 2526.00 PAUSE PA%3~ 29 3O 29124.000 17.13 454.53 .00 .00 455.00 18900.0 .0 16893.4 2006.6 .0 2941.9 .32 .00 5.74 1.76 .000 .037 .000912 161. 234. 337. 2 0 1490 NH CARD USED *SECNO 29651.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW .46 1142.3 .040 0 .20 522.3 .000 .00 .O9 86.6 437.40 945.77 462.00 459.00 1295.33 2342.67 29651.000 17.16 455.22 .00 .00 455.39 .17 .37 .03 462.00 18900.0 .0 11421.6 7478.4 .0 3058.6 2842.4 577.1 96.2 457.40 .36 .00 3.73 2.63 .000 .045 .040 .000 438.06 1195.12 .000614 600. 527. 404. 2 0 0 .00 942.76 2586.05 1490 NH CARD USED *SECNO 29831.000 I 16AUG96 13:42:54 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL Xl~CH XNR WTN ELMIN SLOPB XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW L-BANK ELEV R-BANK ELEV SSTA ENDST 29831.000 17.20 455.34 .00 .00 455.49 .15 .09 .00 462.00 18900.0 .0 9442.7 9457.3 .0 2925.2 3166.3 603.0 100.1 458.00 · 38 .00 3.23 2.99 .000 .043 .036 .000 438.14 1173.64 .000410 171. 180. 197. 2 0 0 .00 825.86 2416.61 1490 NH CARD USED *SECNO 30027.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW KRATIO - .31 1607.6 .043 0 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, .59 .16 632.1 .000 .00 30027.000 17.15 455.38 .00 .00 455.69 18900.0 .0 12971.1 5928.9 .0 2713.6 .39 .00 4.78 3.69 .000 .047 .001192 148. 196. 299. 2 0 .05 104.4 438.23 627.76 1490 NH CARD USED *SECNO 30384.000 1530 MANNINC, S N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 462.00 460.00 1154.47 2133.68 30384.000 17.64 455.78 .00 .00 456.35 .58 .58 .08 462.00 18900.0 .0 15413.1 3486.9 .0 2477.7 628.8 663.9 108.9 460.00 .41 .00 6.22 5.55 .000 .047 .047 .000 438.14 1069.90 .002158 371. 357. 410. 2 0 0 .00 384.19 1987.69 1490 NH CARD USED *SECNO 30604.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW i 16AUG96 13:42: 54 SECNO DEPTH CWSEL CRIWS WSBLK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID [,-BANK ELEV R-BANK ELEV SSTA ENDST 30604.000 17.89 456.44 .00 .00 456.87 .42 .50 .02 461.00 18900.0 .0 14003.6 4896.4 .0 2514.7 1227.8 683.3 112.3 461.00 .42 .00 5.57 3.99 .000 .049 .046 .000 438.55 1036.22 .001946 269. 220. 319. 2 0 0 .00 721.55 2079.83 PAGE PAGE 31 32 1490 NH CARD USBD *SECNO 30958. 000 1530 MANNINGS N VALUES FOR CHANNEL CO~POSITED 3265 DIVIDED FLOW 3302 WARNING= CONVEYANCE C/4ANGE OUTSIDE OF ACCEPTABLE RANGE, ](RATIO - 30958.000 18.48 457.03 .00 .00 4S7.14 .12 18900.0 .0 3454.2 15445.9 .0 1343.9 5525.7 .46 .00 2.57 2.80 .000 .049 .041 .000403 303. 354. 302. 2 0 0 1490 NH CARD USED *SRCNO 31335.000 1530 MANNINGS N VALUES FOR CHANNEL COMP O SITED 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS CONVEYANCE CHANCE OUTSIDE OF ACCEPTABLE RANGE, 3302 WARNING: IQ~ATIO - 31335.000 18.09 456.64 .00 .00 457.81 1.17 18900.0 .0 12454.9 6445.1 .0 1233.5 1326.5 · 47 .00 10.10 4.86 .000 .046 .043 · 005089 377. 377. 344. 3 0 0 CCHV- .500 CEHV- *SBCNO 32150.000 i 16AU~96 13:42:54 .700 2.20 .28 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGB OUTSIDE OF ACCepTABLE RANGE, KRATIO - 1.69 3470 ENCROACI~4ENT STATIONS- 3040.0 6180.0 TYPE- I TARGET- ELENCL- 470.00 ELENCR- 470.00 32150.000 19.99 456.99 .00 .00 458.60 1.61 18900.0 .0 18413.9 486.1 .0 1785.9 237.2 .47 .00 10.31 2.05 .000 .035 .055 .001786 160. 170. 180. 2 0 0 1490 NH CARD USED · *SECNO 32200.000 3265 DIVIDED FLOW 3301 HV CHANG'ED MOPE THAN HVINS 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD- 463.60 MAX ELI, C- ******** 3470 ENCROACHMENT STATIONS- 3050.0 6260.0 TYPE- i TARGeT- BI, ENCY. 470.00 ELENCR- 470.00 32200.000 21.80 456.80 .00 .00 459.29 2.49 18900.0 .0 17736.3 1163.7 .0 1366.2 190.8 .47 .00 12.98 6.10 .000 .015 .021 .001046 50. 50. 50. 2 0 0 *SECNO 32230.000 3265 DIVIDED FLOW .25 .03 461.00 722.4 11Q.6 462.00 .000 438.55 1067.90 .00 1035.29 2233.90 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD- 463.60 MAX ELLC- ******** .35 .32 461.00 760.6 126.6 461.00 .000 438.55 1058.40 .00 953.24 2158.56 OLOSS L-BANK ELEV /MA R-BANK ELEV ELMIN SSTA TOP'ID BNDST 3140.000 .48 .31 460.50 769.7 129.0 460.00 .000 437.00 3404.03 · 00 253.67 4397.46 3210.000 · 07 .62 461.50 771.8 129.3 461.50 · 000 435.00 3404.61 · 00 156.84 4399.69 PAGE 33 16AUG96 13:42:54 PAGE 34 SECNO DEPTH CWSEL CRIWS WSELK EG NV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH I/ROB XNL liNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT ItL OLOSS L-BANKELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWXD ENDST 3470 ~NCROACHMENT STATIONS- 3050.0 6260.0 TYPE- i TARGET- ELENCL- 470.00 ELENCR- 470.00 32230.000 21.98 456.98 .00 .00 459.38 2.40 18900.0 .0 17702.6 1197.4 .0 1387.0 198.4 .48 .00 12.76 6.03 .000 .015 .021 .001006 50. 50. 50. 2 0 0 CCHV- .100 CEHV- .300 *SECNO 32250.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVlNS 3470 ENCROACI~i~NT STATIONS- 3040.0 6180.0 TYPE- I TARGET- ELENCL- 470.00 ELENCR- 470.00 32250.000 22.11 459.11 .00 .00 459.58 .47 13200.0 1.2 11814.7 1384.2 6.9 2037.7 1008.8 .48 .17 5.80 1.37 .055 .045 .055 .000841 1. 1. 1. 3 0 0 1490 NH CARD USED *SECNO 32305.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE P. ANGB, KRATIO - 32305.000 21.24 458.94 .00 .00 459.77 .83 13200.0 .0 10434.0 2766.0 .0 1323.0 613.0 · 48 .00 7.89 4.51 .000 .045 .055 .003417 55. 55. 55. 2 0 0 1490 NH CARD USED *SECNO 32725.000 I 16AUG96 13:42:54 SECNO DEPTH CWSEL CRIWS WSELK EG HV O QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE ICI~OBL XLCH XLOBR ITRIAL IDC ICONT 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3301 HV CIfJtNGEDM01~ THAN HVlN$ 3302 WARNING: CONVEYANCE CHAN~E OUTSIDE OF ACCEPTABLE RANGE, KP, ATIO - 32725.000 21.95 460.15 .00 .00 460.40 .24 13200.0 4689.6 7981.1 529.3 1987.7 1678.6 376.1 .51 2.36 4.75 1.41 .060 .041 .055 .000712 380. 420. 520. 2 0 0 1490 NH CARD USED *SECNO 33145.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA~ 460.64 3210.000 .05 .04 461.50 773.6 129.5 461.50 .000 435.00 3404.07 .00 158.65 4400.00 3140.000 .00 .19 460.50 773.6 129.5 460.00 .000 437.00 3040.00 .00 951.58 4593.71 .5O .08 .11 465.00 776.8 130.3 460.00 .000 437.70 2163.19 .00 320.89 3349.67 HL OLOSS L-BANKELBV VOL TWA R-BANK ELEV ~ ELMIN SSTA CORAR TOPWID ENDST 2.19 .57 .06 463.00 805.8 136.4 462.10 .000 438.20 1570.55 .00 845.48 3646.13 460.00 .00 460.74 .20 .34 .00 460.64 33145.000 22.14 460.54 .00 13200.0 .0 12999.2 200.8 .0 3596.9 364.9 842.5 144.1 460.00 .54 .00 3.61 .55 .000 .054 .055 .000 438.40 1390.40 PA~E 35 .000974 385. 420. 290. S 0 0 .00 1106.53 3502.70 1490 NH CARD USED '$EOqO 33470.000 3265 DIVIDED FLOW 33470.000 21.78 460.78 .00 .00 461.04 .25 .28 .02 460.20 13200.0 74.5 11491.6 1633.9 119.4 2666.4 1668.7 872.4 151.4 462.00 · 56 .62 4.31 .98 .055 .038 .100 .000 439.00 972.76 · 000788 3~5. 325. 260. i 0 0 .00 1124.47 2223.06 16AUG96 13:42:54 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS O QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOE VCH VROE XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP. AR TOPWID 1490 NH CARD USeD *SECNO 34260.000 3265 DIVIDED FLOW 3495 OVERBANK AREA ASSUMED NON-EFFeCTIVE, ELLEA- 461.20. ELREA- 464.00 34260.000 22.64 461.44 .00 .00 461.60 .17 .56 .01 13200.0 .0 13200.0 .0 .1 4049.0 .0 939.2 162.6 .63 .17 3.26 .00 .055 .045 .000 .000 438.80 .000685 830. 790. 250. 2 0 0 .00 534.92 1490 NH CARD USED *SECHO 34850.000 3301 IF/ CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHAN(]E OUTSIDE OF ACCEPTABLE RANG~, )(RATIO - .47 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA- 34850.000 22.25 461.55 .00 .00 13200.0 .0 13200.0 .0 .0 .6S .00 8.31 .00 .000 .003110 520. 590. 640. 2 464.30 El,REA- 464.00 462.62 1.07 .75 .27 464.30 1587.7 .0 977.4 167.2 464.00 · 045 .000 .000 439.30 1327.91 0 0 .00 152.93 1480.85 1490 NH CARD USED *SECNO 34950.000 3265 DIVIDED FLOW 34950.000 22.95 462.25 .00 .00 13200.0 1412.5 11787.5 .0 974.1 .65 1.45 6.97 .00 .055 .002332 110. 100. 90. 3 462.93 .68 .27 .04 464.30 1692.2 .0 982.4 168.8 464.00 .045 .000 .000 439.30 157.48 0 0 .00 1096.88 1495.99 I 16AUG96 13: 42: 54 SECNO DEPTH CWSEL CRIWS WSELK Q QLOE QCH OROB ALOE TIME VLOB VCH VEOB XNL SLOPE XLOBL X~CH XLOBR ITRIAL L-BANK BLSV R-BANK ELBV SSTA BNDST 1490 NH CARD USED *SECNO 36970.000 3265 DIVIDED FLOW 461.20 464.00 867.07 1428.06 BG HV }IL OLOSS L-BANK BLBV ACH AROE VOL TWA R-BANK ELBV XNCH XNR ~ ELMIN SSTA IDC ICO~T CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RARGE, KRATIO - 1.64 36970.000 25.53 465.53 .00 .00 465.79 13800.0 2.3 8480.1 5317.6 7.1 1715.7 .80 .32 4.94 2.03 .060 .041 .000942 2020. 2020. 2020. 3 0 .26 2.82 .04 465.00 2620.4 1144.9 217.2 465.00 .060 .000 440.00 2873.27 0 .00 992.25 4007.13 PAGE PAGE 36 37 1490 NH CARD USED *SECNO 38200. 000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.95 38200.000 25.22 466.22 .00 .00 466.29 .07 .48 .02 467.40 13800.0 1939.8 5558.1 6302.1 1927.1 1995.2 3510.3 1289.7 243.3 462.00 .95 1.01 2.79 1.80 .060 .045 .055 .000 441.00 1566.81 .000249 1150. 1230. 950. 2 0 0 .00 1192.90 2802.13 1490 NH CARD USED *SECNO 39290.000 39290.000 24.61 466.49 .00 .00 466.58 .10 .29 .01 464.00 13800.0 1158.8 6684.1 5957.1 1060.8 2097.4 3515.7 1464.0 269.9 460.00 1.07 1.09 3.19 1.69 .055 .044 .055 .000 441.88 1179.37 .000279 980. 1090. 1110. 2 0 0 .00 1003.06 2182.43 1490 NH CARD USED *SECNO 39440.000 3265 DIVIDED FLOW ~'~ i 16A1~96 13:42:54 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK Q QLOB QCH QROB ALOB ACH ABOB VOL TWA R-BANK~L~V TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA .... SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID ~NDST PAGE 38 3301 HV CHANGED MORE TI{AN HVINS 3302 WARNING: CONVEYANCE CHANGB OUTSIDE OF ACCEPTABLE RANGE, I(P, ATIO g .46 39440.000 24.21 466.21 .00 .00 466.84 .63 .10 .16 464.00 13800.0 965.2 11362.4 1472.4 546.5 1633.6 934.3 1487.5 274.4 462.50 1.08 1.77 6.96 1.58 .055 .045 .060 ' .000 442.00 3778.79 .001348 150. 150. 280. 2 0 0 .00 801.80 4697.46 1490 NH C~l%RDUSED *SEC~O 39490.000 3265 DIVIDED FLOW 39490.000 24.65 466.65 .00 .00 466.92 .27 .05 .04 467.50 13800.0 1322.7 12434.2 43.1 706.2 2863.8 40.3 1491.4 275.2 468.50 1.09 1.87 4.34 1.07 .045 .045 .045 .000 442.00 3779.20 .000738 50. 50. 50. 2 0 0 .00 533.96 4641.55 1490 NH CARDUSED *SECNO 39540.000 3265 DIVIDED FLOW 39540.000 24.53 466.53 .00 .00 467.04 .50 .04 .07 464.00 13700.0 1078.2 10654.2 1967.6 625.5 1668.9 1082.5 1495.4 276.0 462.50 1.09 1.72 6.38 1.82 .055 .045 .050 .000 442.00 3775.83 .001104 50. 50. 50. 2 0 0 .00 834.81 4710.40 1490 NH CARl) USED *SECNO 40650.000 40650.000 27.68 467.68 .00 .00 467.92 .24 .85 .03 464.80 9100.0 770.1 6557.8 1772.1 796.6 1464.9 969.9 1577.0 296.0 457.80 1.17 .97 4.48 1.83 .060 .045 .045 .000 440.00 4349.15 .000518 1400. 1110. 800. 2 0 0 .00 793.19 5142.35 16A~96 13:42:54 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R-BANK ELEV TIME VLOB VCE VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID ENDST PAGE 39 1490 NH CARD USED *SECNO 48000.000 3265 DIVIDED FLOW 48000.000 24.54 470.14 .00 .00 470.22 .08 2.29 .02 8000.0 2699.2 3841.5 1459.3 2342.1 1220.5 1815.5 2101.6 415.5 2.01 1.15 3.15 .80 .055 .045 .060 .000 445.60 .000270 5700. 7350. 2900. 3 0 0 .00 1485.76 1490 NH CARD USED *SECNO 51350.000 3302 WARNING: CONVEYANC~ CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .67 51350.000 24.83 471.33 .00 .00 471.40 .07 1.17 .00 7000.0 1666.0 5332.8 1.2 1782.8 2252.6 3.3 2482.9 533.6 2.48 .93 2.37 .37 .055 .045 .058 .000 446.50 · 000458 3600. 3350. 3700. 2 0 0 .00 1382.92 1490 NH CARDUSBD *SECNO 53350.000 3265 DIVIDED FLOW IQ~ATIO = 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 1.64 53350.000 23.81 471.81 .00 .00 471.91 .09 .50 .01 7000.0 1888.8 5077.0 34.2 2160.7 1786.2 57.9 2651.5 S88.0 2.71 .87 2.84 .59 .050 .045 .058 .000 448.00 .000170 1650. 2000. 1750. 2 0 0 .00 1389.42 1490 NH CARDUSED *SECNO 55590.000 3265 DIVIDED FLOW 16ALIG96 13:42:54 SEC~O DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .41 55590.000 19.93 472.33 .00 .00 472.76 .43 .75 .10 7000.0 441.3 6558.4 .3 694.5 1206.6 1.4 2795.5 647.3 2.83 .64 5.44 .24 .060 .045 .060 .000 452.40 .001014 2000. 2240. 2200. 2 0 0 .00 1167.94 1490 NH CARD USED *SECNO 56940.000 3265 DIVIDED FLOW 457.00 466.50 1645.10 3192.78 470.30 470.20 3137.88 4520.80 456.00 467.00 3401.88 5694.06 --. L-BANK BLEV R-BANK RLEV SSTA ENDST 470.00 472.00 2867.09 4348.23 56940.000 24.52 473.52 .00 .00 473.79 .27 1.01 .02 462.00 7000.0 1348.3 5650.6 1.1 1012.4 1232.8 4.2 2857.9 676.8 474.00 2.92 1.33 4.58 .25 .054 .045 .058 .000 449.00 2647.09 .000585 1250. 1350. 1250. 2 0 0 .00 876.02 4443.24 PAGE 4O 16AUG96 13:42:54 T1 DENTON CREEK - PROPOSED CONDITIONS (AVO 15254) NATURAL RUN T2 DEITTON CREEK - 100 YR DISCHARGE PROFILE FIS T3 DENTON CREEK, TEXAS FILE: PROPDC6.DAT T4 ANDREW BROWN JR. PARK W~ST CLOMR 03/19/96 SBH J1 ICHECK INQ NINV IDIR STRT METRIC 0 4 0 0 0 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN 3 0 -1 HVINS 0 0 IBW WSEL 0 453.5205 CHNIM FQ PAGE 41 i 16AUG96 13:42:54 PAGE 42 SECNO DEPTH CWSEL CRIWS WSELK EG HV }IL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME V~OB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *PROF 3 0 CCHV- .100 CEHV- .300 *SECN0 25530.000 3470 ENCROACHMENT STATIONS- 2494.0 ELENCL- 470.00 ELENCR- 470.00 25530.000 19.12 453.52 .00 20600.0 .0 20600.0 .0 .00 .00 6.86 .00 .000906 700. 700. 560. *SECNO 25770.000 3470 ENCROAC}~4ENT STATIONS- 2495.0 ELENCL- 470.00 ELENCR- 470.00 25770.000 19.37 453.97 .00 20600.0 .0 20600.0 .0 .01 .00 5.50 .00 .000525 2'40. 240. 240. 2742.0 TYPE- I TARGET- 453.52 454.25 .73 .0 3001.0 .0 .000 .035 .000 0 0 0 2780.0 TYPE- i TARGET- .00 454.44 .47 .0 3742.1 .0 .000 .035 .000 2 0 0 248.000 .00 .00 455.33 .0 .0 470.00 .000 434.40 2502.44 .00 235.67 2738.11 285.000 .16 .03 455.33 18.6 1.4 470.00 .000 434.60 2500.67 .00 272.69 2773.36 1490 NH CARD USED *SECNO 26830.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 2619.0 ELENCL- 470.00 ELENCR- 470.00 26830.000 18.39 454.69 .00 21300.0 .0 18285.6 3014.4 .07 .00 5.48 1.41 .000789 1030. 1010. 960. 5200.0 TYPE- 1 TARGET- .00 455.09 .40 .0 3337.9 2139.2 .000 .035 .055 0 0 0 1490 NH CARD USED *SECNO 26880.000 3265 DIVIDED FLOW I 16AUG96 13:42: 54 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 26880.000 18.51 454.71 .00 21300.0 .0 20894.0 406.0 .07 .00 5.53 .72 .000762 32. 50. 479. .00 455.17 .47 .0 3777.4 563.6 .000 .036 .045 2 0 0 1490 NH CARl) USED *SECNO 27165.000 3265 DIVIDED FLOW 27165.000 19.14 455.24 .00 .00 455.35 .10 21300.0 .0 7005.5 14294.5 .0 2282.1 6236.7 .10 .00 3.07 2.29 .000 .046 .040 · 000389 240. 284. 201. 3 0 0 1490 NH CARl) USED *SECNO 27449.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 27449.000 19.75 455.35 .00 21300.0 .0 6474.6 14825.4 .13 .00 1.99 2.26 .00 455.43 .07 .0 3252.2 6562.2 .000 .050 .037 2S81.000 .64 .01 457.35 124.2 18.0 452.00 .000 436.30 2630.24 .00 1199.25 3969.96 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA COP, AR TOPWID ENDST .07 .02 461.50 143.2 27.7 457.50 .000 436.20 1039.28 .00 1173.21 2668.71 .14 .04 461.50 178.6 34.2 459.00 .000 436.10 1010.03 .00 1418.55 2610.10 .08 .00 460.30 233.1 42.9 457.50 .000 435.60 1033.60 PAGE 43 · 000248 240. 284. 248. 2 0 0 .00 1551.59 2736.39 1490 NH CARD USED *SECNO 27748.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 27748.000 20.22 455.42 .00 21300.0 .0 6740.9 14559.1 .17 .00 2.13 2.05 .000197 324. 299. 262. .00 .0 .000 2 1490 NH CARD USED i 16A~96 13:42: 54 455.49 3171.9 .047 0 .O7 7095.8 .037 0 .06 296.2 .000 .00 .00 52.2 435.20 1445.81 SBCNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL · TNA TIME VLOB VCH VROB XNL INCH X~R WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID *SE(NO 27992.000 1530 MANNINGS N VALUES FOE CHANNEL COMPOSITED 3265 DIVIDED FLOW 27992.000 19.88 455.48 .00 21300.0 .0 8458.9 12641.1 .21 ,00 2.32 2.00 .000226 213. 244. 309. .00 .0 .000 0 1490 NH CARD USED *SEC~qO 28168. 000 1530 MANNINGS N VALUES FOR CHA~TEL COMPOSITED 3265 DIVIDED FLOW 28168.000 18.93 455.53 .00 21300.0 .0 5923.5 15376.5 .24 .00 1.88 2.00 .000150 167. 176. 223. .00 .0 .000 0 1490 NH CARD USED *SECIqO 28492.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 28492.000 19.27 455.57 .00 21300.0 .0 6096.4 15203.6 .28 .00 1.98 2.15 .000167 406. 324. 307. .00 .0 .000 2 1490 Nil CARD USED *SBCNO 20720.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 455.55 3641.4 .047 0 455.59 3156.0 .045 0 455.64 3086.1 .046 0 455.71 3060.0 .044 0 28720.000 18.82 455.62 .00 21300.0 .0 7338.4 13961.6 · 31 .00 2.40 2.38 .000231 173. 228. 338. .07 6429.2 .039 0 .06 9690.5 .037 O' .07 7073.9 .036 0 .09 5875.4 .037 0 I 16AU696 13:42: 54 .06 363.3 .000 .00 .04 413.1 .000 .00 .05 488.4 .000 .00 .06 554.7 .000 .00 .00 .0 .000 0 .00 61.6 435.60 1344.42 .00 68.1 436.60 1313.08 .00 77.1 436.30 1220.21 .01 85.4 436.80 1095.73 SECNO DEPTH CWSEL CRIWS WSELK EG HV }iL OLOSS O OLOB QC~ 0ROB ALOB ACH AROB VOL TWA TIM~ VI,OB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ZTRIAL ZDC ICONT COP. AR TOPWID 1490 NH CARD USED *SECNO 28890.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 460.00 456.50 1089.31 2767.54 L-BANK ELEV R-BANK ELEV SSTA ENDST 460.00 458.60 1059.08 2589.88 .... 460.00 458.80 1038.92 2470.91 460.00 459.20 1234.59 2578.64 460.00 458.60 1298.55 2516.67 L-BANK ELEV R-BANK ELEV SSTA ENDST PAGE PAGE 44 3302 WARNING.' CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .67 3470 ENCROACHMENT STATIONS- .0 2526.0 TYPE- i TARG~T- 28890.000 18.55 455.65 .00 .00 455.78 .13 21300.0 .0 9353.7 11946.3 .0 2869.3 4469.9 .33 .00 3.26 2.67 .000 .047 .040 .000510 153. 170. 194. 0 0 0 2525.999 .06 .01 512.00 $89.3 90.1 460.00 .000 437.10 1314.39 .00 1077.65 2526.00 1490 NH CARD USED *SECNO 29124.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 29124.000 18.30 455.70 .00 .00 456.03 .33 21300.0 .0 16547.2 4752.8 .0 3275.8 1931.9 · 35 .00 5.05 2.46 .000 .046 .040 .001012 161. 234. 337. 2 0 0 1490 NH CARD USED *SECNO 29651.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 29651.000 18.18 456.24 .00 .00 456.39 .15 21300.0 .0 11744.2 9555.8 .0 3378.7 3521.9 · 39 .00 3.48 2.71 .000 .046 .040 .000528 600. 527. 404. 2 0 0 1490 NH CARD USED i 16AUG96 13:42:54 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ;%LOB ACH AROB TIME VLOB VCH VROB XNL XNCH ~ SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT *SECNO 29831.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 29831.000 18.19 456.33 .00 .00 456.48 .15 21300.0 .0 10000.0 11300.0 .0 3210.6 3715.3 · 41 .00 3.11 3.04 .000 .044 .036 .000372 171. 180. 197. 2 0 0 · 19 .06 462.00 630.6 97.4 459.00 · 000 437.40 1290.05 .00 984.06 2359.22 · 35 .02 462.00 696.1 107.5 457.40 .000 438.06 1191.04 .00 1020.00 2590.89 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA COP, AR TOPWID ENDST .08 .00 462.00 726.1 111.7 458.00 .000 438.14 1169.68 .00 857.57 2421.32 PA~E 46 1490 NH CARD USED *SECNO 30027.000 1530MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED P~W 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 30027.000 18.15 456.38 .00 .00 456.67 .29 21300.0 .0 13549.0 7751.0 .0 3008.1 1962.5 .42 .00 4.50 3.95 .000 .049 .043 .001141 148. 196. 299. 2 0 0 1490 NH CARD USED *SECNO 30384.000 1530 MANNINGS N VALUES FOR CHANNEL CO, POSITED 3265 DIVIDED FLOW 30384.000 18.60 456.74 .00 .00 457.32 .58 21300.0 .0 17098.6 4201.4 .0 2749.8 749.8 .44 .00 6.22 5.60 .000 .049 .048 .002147 371. 357. 410. 2 0 0 1490 NH CARD USED *SECNO 30604.000 i 16AUG96 13:42:54 .57 .15 .04 462.00 759.6 116.2 460.00 .000 438.23 1150.49 .00 680.98 2140.64 .57 .09 462.00 795.9 121.1 460.00 .000 438.14 1066.03 .00 429.26 1994.78 PAGE 47 SECNO DEPTH CWSEL CRIWS WSELK E(I HV Q QI~OB QCH QI~OB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1530 MANNINGS N VALUES FOR CHANNEL C0911K)SITED 3265 DIVIDED FLOW 30604.000 18.87 457.42 .00 .00 457.80 .38 21300.0 .0 14980.5 6319.5 .0 2799.0 1699.0 .46 .00 5.35 3.72 .000 .0S0 .047 .001645 269. 220. 319. 2 0 0 1490 Nil CARD USED *SECNO 30958. 000 1530 MANNINGS N VALUF~ FOR ~t COIIPO~IT~D 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 30958.000 19.38 457.93 .00 .00 458.04 .12 21300.0 .0 3543.0 17757.0 .0 1484.2 6366.5 .49 .00 2.39 2.79 .000 .051 .041 .000364 303. 354. 302. 2 0 0 1490 NH CARD USED *SECNO 31335.000 1530 MAI~NINGSN VALUES FOR CHANNEL COtiPOSITED 3265 DIVIDED FLOW 3301 HV CHANGED NOPE THAN HI/INS 3302 WARNING: CONVEYANCE CHAN~E OUTSIDE OF ACCEPTABLE RANGE, KRATIO - IlL OLOSS L-BANKRLRV VOL TWA R-BANKRLEV WTN ELMIN SSTA CORAR TOPWID ENDST .46 .02 461.00 818.9 125.0 461.00 .000 438.55 1032.31 .00 825.02 2149.69 2.13 .22 .03 461.00 864.3 132.1 462.00 .000 438.55 1064.29 .00 1140.63 2300.64 .35 31335.000 19.28 457.83 .00 .00 458.49 .66 .29 .16 461.00 21300.0 .0 11147.4 10152.6 .0 1389.3 2344.1 911.1 140.7 461.00 .$0 .00 8.02 4.33 .000 .047 .042' .000 438.55 1053.68 .003020 377. 377. 344. 3 0 0 .00 1022.21 2171.32 16AU(~96 13:42:54 SECNO DEPTH CWSEL CRIWS WSELK EG HV O OLOB QCH (}ROE ALOB ACH AROB TIME VLOB VCH t/ROE XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CCHV- .500 CEHV- .700 *SECNO 32150.000 3265 DIVIDSD FLOW 3301 HV CHANGED NOPE THAN HVINS 3470 ENCROACL~4ENT STATIONS- 3040.0 6180.0 TYPE- i TARGET- ELENCL- 470.00 ELENCR- 470.00 32150.000 20.91 457.91 .00 .00 459.64 1.73 21300.0 .0 20414.3 885.7 .0 1894.0 393.9 · 51 .00 10.78 2.25 .000 .035 .055 · 001862 160. 170. 180. 2 0 0 1490 NH CARD USBD *SECNO 32200.000 3265 DIVIDED FLOW 3301 HV CHANGED ~tORE THAN HVINS HL OLOSS L-BANK ELEV VOL TWA R-B~iNK ELRV ~ ELMIN SSTA COP, AR TOPWID ENDST 3140.000 .40 .TS 460.50 923.2 143.6 460.00 .000 437.00 3402.97 .00 375.99 4498.93 PA~I 48 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD- 463.60 MAX ELLC- ******** 3470 ENCROACHMENT STATIONS- 3050.0 6260.0 TYPE- i TARGET= ELENCL= 470.00 ELENCR= 470.00 32200.000 22.71 457.71 .00 .00 460.36 2.66 21300.0 .0 19803.7 1496.3 .0 1473.1 230.7 .51 .00 13.44 6.49 .000 .015 .021 .001091 50. S0. 50. 2 0 0 *SECNO 32230.000 3265 DIVIDED FLOW 1 164UG96 13:42: 54 SECN0 DEPTH CWSET. CRIWS WSELK EG HV Q QLOB QCH QROB ALOB AC~ AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 3210.000 .07 .65 461.50 925.5 143.9 461.50 .000 435.00 3401.88 .00 165.96 4401.23 HL OLOSS L-BANKELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST PAGE 49 3370 NOI~ALBRIDGE, NRD= 9 MIN ELTRD- 463.60 MAX ELI, C= ******** 3470 ENCROACHMENT STATIONS= 3050.0 6260.0 TYPE= i TARGET= ELENCL= 470.00 ELENCR= 470.00 32230.000 22.91 457.91 .00 .00 460.46 2.55 21300.0 .0 19764.4 1535.6 .0 1497.8 240.1 .51 .00 13.20 6.40 .000 .015 .021 .001045 50. 50. 50. 2 0 0 CCHV= .100 CEHV= .300 *SECNO 32250.000 3265 DIVIDED FLOW 3301 HV CHANG-SD MORE THAN HVINS 3470 ENCROACHMENT STATIONS- 3040.0 6180.0 TYPE- 1 TARGET= ELENCL= 470.00 ELENCR- 470.00 32250.000 23.31 460.31 .00 .00 460.68 .37 14900.0 116.9 11910.5 2872.5 162.6 2186.4 2030.2 .51 .72 S.45 1.41 .055 .045 .055 .000699 1. 1. 1. 3 0 0 1490 NH CAP, DUSE/) *SECNO 32305.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, Ki~ATIO - 32305.000 22.45 460.15 .00 .00 460.85 .70 14900.0 .0 11155.9 3744.1 .0 1515.7 859.3 .51 .00 ?.36 4.36 .000 .045 .055 .002771 55. 55. 55. 2 0 0 164UG96 13:42:54 SSCNO DEPTH CWSEL CRIWS WSELK EG HV O QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1490 NH CARD USED *SECNO 32725.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 32725.000 22.98 461.18 .00 .00 461.39 .21 14900.0 5528.4 8214.3 1157.3 2359.4 1831.4 1036.2 .55 2.34 4.49 1.12 .060 .042 .055 .000617 380. 420. 520. 2 0 0 3210.000 .05 .05 461.50 927.4 144.1 461.50 .000 435.00 3401.27 .00 168.00 4401.57 3140.000 .00 .22 460.50 927.5 144.1 460.00 .000 437.00 3040.00 .00 1263.17 4673.93 .5O .07 .10 465.00 931.8 145.2 460.00 .000 437.70 2159.03 .00 506.02 3361.31 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA COIU~R TOPWID ENDST 2.12 .49 .05 463.00 969.5 156.3 462.10 .000 438.20 1284.45 .00 1563.96 3653.87 PAGE 5O 1490 NH CARD USED *SECNO 33145. 000 1530 MANNINGS N VALUES FOR CHANNEL CO~4PO~'rTED 3265 DIVIDED FT.,OH 33145.000 23.10 461.50 .00 .00 461.67 .17 .28 14900.0 56,4 13787.8 1055.8 74.9 3990.1 1088.0 1015.4 · 58 .75 3.46 .97 .055 .054 .055 .000 .000803 385. 420. 290. 2 0 0 .00 1490 NH CARl) USED *SECNO 33470.000 3265 DIVIDED FLOW .00 167.5 438.40 1325.54 460.64 460.00 1312.71 3507.51 33470.000 22.71 461.71 .00 .00 461.93 .22 .24 .01 460.20 14900.0 275.8 12204.8 2419.3 271.0 2986.8 2442.2 1053.2 176.5 462.00 · 61 1.02 4.09 .99 .055 .039 .100 .000 439.00 969.95 .000726 315. 325. 260. 0 0 0 .00 1465.95 2518.15 461.20 ELRBA- 464.00 1490 NH CARD USED *SECNO 34260.000 3495 OVERBANK AR~A ASSUMED NON-EFFECTIVE, i 16AUG96 13: 42: 54 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL INCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR XTRIAL XDC ICONT COI~ TOPNXD 34260.000 23.48 462.28 .00 .00 462.45 .17 .51 .00 461.20 14900.0 1.0 14899.0 .0 2.3 4528.6 .0 1131.0 189.4 464.00 .67 .45 3.29 .00 .055 .044 .000 .000 438.80 863.75 .000648 830. 790. 250. 2 0 0 .00 588.75 1452.50 1490 NH CARD USED *SECHO 34850.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KEATIO - .43 3495 OVERBANKAREAASSUMED NON-EFFECTIVE, ET.t.RR- 464.30 ELREA- 464.00 34850.000 23.02 462.32 .00 .00 463.50 1.18 .75 14900.0 .0 14900.0 .0 .0 1710.4 .0 1173.3 .69 .00 8.71 .00 .000 .045 .000 .000 .003499 520. 590. 640. 2 0 0 .00 1490 NH C~USED *SECNO 34950.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, IGRATIO - 1.49 .3O 194.6 439.30 168.92 .08 196.8 439.30 1661.70 34950.000 24.12 463.42 .00 .00 463.80 .38 .23 14900.0 4025.0 10875.0 .0 2325.3 1906.5 .0 1180.3 .70 1.73 5.70 .00 .054 .045 .000 .000 .001566 110. 100. 90. 3 0 0 .00 1490 NH CARD USED *SECHO 36970.000 i 16AUG96 13:42:54 SECHO DEPTH CWSEL CHIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP. AR TOPWID 464.30 464.00 1322.90 1491.82 464.30 464.00 -248.31 1511.96 L-BANK ELEV R-BANK ELEV SSTA ENDST PAGE PAGE 51 52 3265 DIVIDED FLOW 36970.000 25.99 465.99 .00 .00 466.25 .27 2.44 .01 465.00 15600.0 11.7 9157.7 6430.6 24.3 1788.1 3000.6 1390.1 260.5 465.00 · 84 .48 5.12 2.14 .060 .041 .060 .000 440.00 2850.66 · 000969 2020. 2020. 2020. 3 0 0 .00 1085.02 4010.94 1490 NH CARD USED *SECNO 38200.000 3265 DIVIDED FLOW 3302 WARNING: ~ONVEYANCE CHANGE oUTsIDE OF ACCEPTABLE RANGE, KP, ATIO - 1.90 38200.000 25.70 466.70 .00 .00 466.78 .08 .51 .02 467.40 15600.0 2431.2 5966.7 7202.1 2179.2 2071.6 3771.2 1547.5 288.0 462.00 · 98 1.12 2.88 1.91 .060 .045 .055 .000 441.00 1559.49 .000268 1150. 1230. 950. 2 0 0 .00 1222.53 2807.01 1490 NH CARD USED *SECNO 39290.000 39290.000 25.11 466.99 .00 .00 467.09 .11 .30 .01 464.00 15600.0 1486.1 7263.7 6850.1 1239.7 2172.7 3771.2 1735.1 315.3 460.00 1.10 1.20 3.34 1.82 .055 .044 .055 .000 441.88 1158.03 .000295 980. 1090. 1110. 2 0 0 .00 1026.91 2184.94 1490 NH CARD USED *SECNO 39440.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RAI~3E, KRATIO - .46 39440.000 24.71 466.71 .00 .00 467.36 .64 .10 .16 464.00 15600.0 1348.8 12193.5 2057.7 670.9 1688.8 1169.3 1761.0 320.0 462.50 1.11 2.01 7.22 1.76 .055 .045 .060 ~ .000 442.00 3774.16 .001390 150. 150. 280. 2 0 0 .00 848.16 4712.45 16AUG96 13:42:54 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST PAGE 53 1490 NH CARD USED *SECNO 39490.000 3265 DIVIDBD FLOW 39490.000 25.15 467.15 .00 .00 467.44 .30 .05 .03 467.50 15600.0 1769.8 13759.4 70.7 827.2 2993.9 56.7 1765.2 320.8 468.50 1.12 2.14 4.60 1.25 .045 .045 .045 .000 442.00 3778.36 .000803 50. 50. 50. 2 0 0 .00 551.15 4642.76 1490 NH CARD USED *SECNO 39540.000 3265 DIVIDED FLOW 39540.000 25.05 467.05 .00 .00 467.55 .50 .05 .06 464.00 15400.0 1449.8 11279.1 2671.1 756.7 1725.6 1334.9 1769.6 321.6 462.50 1.12 1.92 6.54 2.00 .055 .045 .050 .000 442.00 3771.07 · 001106 50. 50. 50. 2 0 0 .00 872.92 4716.25 1490 NH CJ%RDUSED *SECN0 40650.000 40650.000 28.20 468.20 .00 .00 468.43 .23 .85 .03 464.80 10200.0 1078.8 6899.9 2221.3 1000.7 1508.8 1140.0 1861.8 342.5 457.80 1.20 1.08 4.57 1.95 .060 .045 .045 .000 440.00 4320.11 .000520 1400. 1110. 800. 2 0 0 .00 826.54 5146.65 1490 NH CARD USED *SECNO 48000.000 3265 DIVIDED FLOW 48000.000 25.09 470.69 .00 .00 470.78 .09 2.33 .01 457.00 9800.0 3511.7 4258.0 2030.2 2742.4 1261.6 2204.5 2451.8 466.2 466.50 1.99 1.28 3.37 .92 .055 .045 .060 .000 445.60 1637.26 .000297 5700. 7350. 2900. 3 0 0 .00 1538.61 3198.12 1490 NH CARD USED 16AUG96 13:42:54 SECNO DEPTH CWSEL CRIWS WSELK E~ HV HL OLOSE L-BANK EL~V Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELBV TIME VLOB VCH VROB XNL XNCH XNR MTN ELMXN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP. AR TOP~XD ENDST *SECNO 51350.000 51350.000 25.50 472.00 .00 .00 472.08 .08 1.30 .00 470.30 9400.0 2838.3 6557.4 4.4 2487.3 2491.2 8.3 2906.2 588.9 470.20 2.43 1.14 2.63 .52 .055 .045 .058 .000 446.50 3085.61 .000495 3600. 3350. 3700. 2 0 0 .00 1438.65 4524.26 1490 NH CARD USED *SECNO 53350,000 3265 DIVIDED FLOW 3302 WARNING: CONVlSYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.51 53350.000 24.57 472.57 .00 .00 472.68 .12 .59 .01 456.00 9400.0 3181.6 6153.3 65.1 3321.8 1861.9 126.0 3118.8 659.5 467.00 2.64 .96 3.30 .52 .050 .045 .058 .000 448.00 2481.73 · 000217 1650. 2000. 1750. 2 0 0 .00 2182.61 5956.85 1490 NH CARD USED *SICNO 55590.000 3265 DIVIDED FLOW 3302 WARNINg: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .45 55590.000 20.85 473.25 .00 .00 473.67 .42 .90 .09 470.00 9400.0 1865.8 7513.4 20.8 1764.2 1289.5 38.4 3320.7 743.1 472.00 2.77 1.06 5.83 .54 .060 .045 .060 .000 452.40 2775.02 .001066 2000. 2240. 2200. 2 0 0 .00 1412.63 4441.00 PAGE 54 1490 NH CARD USED *SE(NO 56940.000 3265 DIVIDED FLOW 56940.000 25.50 474.50 .00 .00 474.79 .29 1.10 .01 462.00 9400.0 2736.9 6635.6 27.5 2031.0 1311.4 51.6 3416.8 784.6 474.00 2.86 1.35 5.06 .53 .053 .045 .058 .000 449.00 2329.63 · 000668 1250. 1350. 1250. 2 0 0 .00 1465.27 4504.29 16AUG96 13:42:54 T1 DENTON CP~EEK - PROPOSED CONDITIONS (AVO 15254) NATURAL RUN T2 Dl~rfON CREEK - S00 YR DISCHARGE PROFILE FIE T3 DBNTON CREEK, TEXAS FILE: PROPDC6.DAT T4 ANDREW BROWN JR. PARK~EST CLOt4R 03/19/96 SBH J1 ICH~CK INQ NINV IDIR STET METRIC 0 5 0 0 0 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN 15 0 -1 HVINS O WSEL FQ 0 0 455.89 AT.T.nC IBW CHNIM IT~ACE PAGE 55 1 PAGE 56 16AUG96 13:42:54 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XIgL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA COEAR TOPWID ENDST *PROF 4 0 CCHV- .100 CEHV- .300 *SECNO 25530.000 3280 CROSS SECTION 25530.00 EXTENDED 3470 ENCROACHMENT STATIONS- 2494.0 ELENCL- 470.00 ELENCR= 470.00 25530.000 21.49 455.89 .00 36200.0 .4 36199.6 .0 .00 .58 10.12 .00 .001669 700. 700. 560. *SECNO 25770.000 3301 HV CHANGEDMORE THAN HVINS 3470 ENCROACHMENT STATIONS- 2495.0 ELANCO- 470.00 ELE~CR- 470.00 25770.000 22.25 456.85 .00 36200.0 .1 36199.9 .0 .01 .25 7.95 .00 .000899 240. 240. 240. 1490 NH CARD USED *SECHO 26830.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCHOAC~MENT STATIONS- 2619.0 ELENCL= 470.00 ELENCR= 470.00 26830.000 22.01 458.31 .00 36200.0 .2 24509.6 11690.2 .08 .33 5.15 2.12 .000580 1030. 1010. 960. 2.09 FEET 2742.0 TYPE= 455.89 457.48 .7 3577.1 .055 .035 0 0 i TARGET- 1.59 .0 .000 0 2780.0 TYPE- .00 457.83 .3 4551.1 .055 .035 2 0 I TARGET- .98 .0 .000 0 5200.0 TYPE= I TARGET- .00 458.61 .30 .6 4759.6 5513.3 .055 .032 .055 2 0 0 248.000 .00 .00 455.33 .0 .0 470.00 .000 434.40 2494.00 .00 248.00 2742.00 285.000 .29 .06 455.33 22.4 1.5 470.00 .000 434.60 2495.00 .00 285.00 2780.00 2581.000 .71 .07 457.35 191.1 21.8 452.00 .000 436.30 2619.00 .00 1516.80 4135.80 i 16AU~96 13: 42: 54 SECNO DEPTH CWSEL CRIWS WSELK EG HV O OLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1490 NH CARD USED *SECNO 26880.000 1530 MANNINGS N VALUES FOR C~ANNEL COMPOSITED 3265 DIVIDED FLOW 26880.000 22.35 458.55 .00 .00 458.77 36200.0 .0 22982.0 13218.0 .0 5403.2 .09 .00 4.25 2.86 .000 .053 .001124 32. 50. 479. 2 0 1490 NH CARD USED *SECNO 27165.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, .22 4613.9 .045 0 KRATIO - HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN EI~MIN SSTA CORAR TOPWID ENDST .16 .01 461.50 252.6 34.5 457.50 .000 436.20 1023.80 .00 1710.09 2752.21 1.94 27165.000 22.70 458.80 .00 .00 458.91 .11 .12 .01 461.50 36200.0 .0 7182.7 29017.3 .0 3115.5 10673.4 315.7 42.9 459.00 .11 .00 2.31 2.72 .000 .053 .040 .000 436.10 995.80 .000297 240. 284. 201. 2 0 0 .00 1604.14 2655.44 PAGE 57 1490 NH CARDUSED *SECNO 27449.000 1530 MANNINGS N VALUES FOR CHANNEL CO~4POSITED 27449.000 23.28 458.88 .00 .00 36200.0 .0 8413.5 27786.5 .0 .14 .00 1.71 2.56 .000 .000201 240. 284. 248. 2 1490 NH CARD USeD *SECNO 27748. 000 1530 MANNINGS N VALUES FOR CHANNEL CO%4POSITED 3265 DIVIDED FLOW 458.97 4910.8 .054 0 .09 10837.1 .037 0 .06 403.0 .000 .00 .00 52.8 435.60 1740.59 460.30 457.50 1019.62 2760.21 27748.000 23.73 458.93 .00 .00 459.03 .09 .05 .00 460.00 36200.0 .0 7106.9 29093.1 .0 4455.2 11207.7 501.5 63.5 456.50 · 18 .00 1.60 2.60 .000 .054 .037 .000 435.20 1075.26 · 000196 324. 299. 262. 2 0 0 .00 1691.04 2788.60 i 164UG96 13:42:54 1490 NH CARD USED *SECNO 27992.000 1530 MANNINGS N VALUES FOR CHANNEL CO~4POSITED 3265 DIVIDED FLOW 27992.000 23.39 458.99 .00 .00 459.09 .09 .06 .00 36200.0 .0 10869.3 25330.7 .0 4904.5 10078.7 603.2 74.0 .21 .00 2.22 2.51 .000 .050 .040 .000 435.60 .000211 213. 244. 309. 0 0 0 .00 1468.71 1490 NH CARD USED *SECNO 28168. 000 1530 MANNINGS N VALUES POR C/~.ANNEL COt4POSITED 3265 DIVIDED FLOW 28168.000 22.44 459.04 .00 .00 459.12 .09 .04 .00 36200.0 .0 7734.3 28465.7 .0 4371.2 11360.2 676.6 81.1 · 23 .00 1.77 2.51 .000 .050 .037 .000 436.60 .000151 167. 176. 223. 0 0 0 .00 1463.68 1490 NH CARD USED *SEC~O 28492. 000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 28492.000 22.78 459.08 .00 .00 459.18 .10 .05 .00 36200.0 .0 8009.2 28190.8 .0 4291.0 10443.7 785.9 91.3 .27 .00 1.87 2.70 .000 .051 .036 .000 436.30 .000172 406. 324. 307. 2 0 0 .00 1372.92 1490 NH CARl) USED *SECNO 28720.000 1530 MANNINGS N VALUES FOR CHANNELC0t4POSITED 3265 DIVIDED FLOW 28720.000 22.32 459.12 .00 .00 459.25 .12 .06 .01 36200.0 .0 9935.9 26264.1 .0 4192.7 8786.1 882.7 100.4 .30 .00 2.37 2.99 .000 .047 .037 .000 436.80 .000232 173. 228. 336. 0 0 0 .00 1217.36 I 16AUG96 13:42: S4 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOE QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP. AR TOPWID L-BANK BLEV R-BANK ELEV SSTA BNDST 460.00 458.60 1045.06 2610.91 460.00 458.80 1024.87 2490.58 460.00 459.20 1219.88 2594.76 460.00 458.60 1284.53 2537.70 L-BANK ELEV R-BANK ELEV SSTA ENDST PAGE PAGE 58 59 1490 NH CARD USED *SE~O 28890.000 1530 MANNINGS N VALUES FOR CHANNEL CO{4POSITED 3265 DIVIDED FLOW 2526.0 TYPEB i TARGET- 2525.999 3470 ENCROAC"~MENT STATIONS- .0 459.32 .16 .06 .01 512.00 28890.000 22.05 459.15 .00 .00 36200.0 .0 11678.2 24521.8 .0 3973.3 7290.7 934.4 105.5 460.00 .32 .00 2.94 3.36 .000 .051 .040 .000 437.10 1300.37 .000435 153. 170. 194. 0 0 0 .00 1172.57 2526.00 1490 NH CARD USED *SECNO 29124.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED .00 459.51 .27 .17 .03 462.00 29124.000 21.85 459.25 .00 4411.0 4537.3 1002.7 113.7 459.00 36200.0 .0 20273.4 15926.6 .0 .040 .000 437.40 1275.19 .34 .00 4.60 3.51 .000 .049 .000783 161. 234. 337. 1 0 0 .00 1166.19 2441.38 1490 NH CARD USED *SECNO 29651.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 29651.000 21.59 459.65 .00 .00 459.81 .16 .29 .01 462.00 36200.0 .0 14812.2 21387.8 .0 4661.3 6651.6 1109.4 127.6 457.40 .38 .00 3.18 3.22 .000 .050 .041 .000 438.06 1177.39 .000498 600. 527. 404. 2 0 0 .00 1597.87 2775.26 1490 NH CARD USED *SECN0 29831.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 29831.000 21.59 459.73 .00 36200.0 .0 13612.3 22587.7 .39 .00 3.15 3.29 .000384 171. 180. 197. .00 459.89 .16 .08 .00 462.00 .0 4320.3 6865.0 1158.6 134.6 458.00 .000 .047 .038 .000 438.14 1156.07 2 0 0 .00 1561.92 2769.93 16AUG96 13:42:54 SECNO DEPTH CWSEL CRIWS Q QLOB OCH QROB TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR WSELK EG HV HL OLOSS L-BANK ELEV ALOB ACH AROB VOL TWA R-BANK ELEV XNL XNCH XNR WTN ELMIN SSTA ITRIAL IDC ICONT COP, AR TOPWID ENDST 1490 NH CARD USED *$ECNO 30027.000 1530 W,%ITRINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CON~YANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 30027.000 21.52 459.7S .00 .00 460.11 36200.0 .0 19570.1 16629.9 .0 4217.3 .41 .00 4.64 4.94 .000 .052 .001144 148. 196. 299. 2 0 1490 NH CARD USED *SECNO 30384.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3280 CROSS SECTION 30384.00 EXTENDED .20 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 30384.000 22.06 460.20 .00 .00 460.84 36200.0 .0 26476.4 9723.6 .0 3898.0 .42 .00 6.79 5.45 .000 .053 .002880 371. 357. 410. 2 0 1490 NH CARD USED *SECNO 30604.000 KRATIO - .35 3367.9 .043 0 ](RATIO .65 1783.1 .052 0 .58 .16 1212.9 .000 .00 .63 .65 1270.4 .000 .00 .06 142.4 438.23 965.40 .09 151.2 438.14 1011.48 462.00 460.00 1136.99 2182.33 462.00 460.00 1052.22 2150.00 PAGE 6O 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3280 CROSS SECTION 30604.00 EXTENDED .01 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, K~ATIO - 30604.000 22.46 461.01 .00 .00 461.34 .33 36200.0 .0 20512.5 15687.5 .0 3919.5 4259.9 .44 .00 5.23 3.68 .000 .051 .050 .001263 269. 220. 319. 2 0 0 i 16AT3G96 13: 42: 54 SECNO DEPTH CWSEL CRIWS WSE, LK EG HV O QLOB QCH QROB ALOE ACH ABOE TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICo{Tr 1490 NH CARD USED *SECNO 30958.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3280 CROSS SECTION 30958.00 EXTENDED .41 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, ](~ATIO - 1.51 .47 .03 461.00 1312.3 159.2 461.00 .000 438.55 1014.00 .00 1381.00 2395.00 }IL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN EI, MIN SSTA CORAR TOPWID ENDST 1.94 30958.000 22.86 461.41 .00 .00 461.55 .14 .19 .02 461.00 36200.0 .0 4713.6 31486.4 .0 2156.0 10204.7 1387.1 169.2 462.00 .47 .00 2.19 3.09 .000 .055 .042 .000 438.55 1048.00 .000337 303. 354. 302. 2 0 0 .00 1421.05 2504.00 PAGE i 61 1490 NH CARD USED *$ECNO 31335.000 1530 MA~NIN~SN VALUES FOR CHANNEL COMPOSITED 3280 CROSS SECTION 31335.00 EXTENDED .47 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, ](RATIO - 31335.000 22.92 461.47 .00 .00 461.82 .35 36200.0 .0 10525.4 25674.6 .0 1932.7 5787.5 · 49 .00 5.45 4.44 .000 .049 .042 .001321 377. 377. 344. 2 0 0 CCHV- .500 CEHV- .700 *SEC~qO 32150.000 3265 DIVIDED FLOW 3301 ~ CHANG'ED ]~K)RE THAN HVINS 3470 ENCROAC~D4ENT STATIONS- 3040.0 6180.0 TYPE- I TARG'ET- ELENCL- 470.00 ELENCR- 470.00 32150.000 24.35 461.35 459.95 .00 463.00 1.64 36200.0 682.2 27272.6 8245.2 423.5 2316.7 3291.2 .49 1.61 11.77 2.51 .055 .035 .055 .001832 160. 170. 180. 4 5 0 i 16AUG96 13:42: 54 SECEO DEPTH CWSEL CRIWS WSELK EG HV O QLOB QCH QROB ALOE ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1490 NH CARD USED *SECNO 32200.000 3265 DIVIDED FLOW 3301 HV C~IANGED MORE THAN HVINS .51 .21 .06 461.00 1467.9 179.5 461.00 .000 438.55 1037.00 .00 1156.00 2193.00 3140.000 .27 .91 460.50 1495.8 186.1 460.00 .000 437.00 3040.00 .00 2053.18 5141.66 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SETA CORAR TOPWID ENDST PAC~--_ 62 3370 NORMAL BRIDGE, NRD- 9 MIN ELTP. D- 463.60 MAX ELLC- ******** 3470 ENCROACHMENT STATIONS- 3050.0 6260.0 TYPE- I TARGET- 3210.000 ELENCL- 470.00 ELENCR- 470.00 32200.000 25.56 460.56 .00 .0O 465.15 4.59 .09 2.06 461.50 36200.0 .5 32832.3 3367.2 1.0 1841.5 378.9 1500.5 187.4 461.50 .49 .47 17.83 8.89 .055 .015 .022 .000 435.00 3380.89 .001751 50. 50. 50. 2 0 0 .00 202.51 4406.05 *SEC~O 32230.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD- 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 463.60 MAX ELLC- ******** 3470 ENCROAC}D4ENT STATIONS- 3050.0 6260.0 TYPE- i TARGET~ 3210.000 EI~ENCLm 470.00 ELENCRm 470.00 466.28 2.50 .09 1.05 461.50 32230.000 28.79 463.79 459.20 .00 36200.0 1024.6 29655.7 5519.6 578.1 2186.8 683.0 1503.7 187.9 461.50 · S0 1.77 13.56 8.08 .055 .015 .023 .000 435.00 3050.00 .001723 50. 50. 50. 24 16 0 -133.24 823.63 4958.63 .3OO CCHVm .100 CEHVm *SECNO 32250.000 i 16AUG96 13:42:54 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 0 QLOB OCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID ENDST PAGE 63 3301 HV CHANGED MORE THAN I{VINS 3302 WARNING: CONVEYANC~ CHAN~E OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.64 3470 ENCROACHMENT STATIONSm 3040.0 6180.0 TYPE- i TARGET- 3140.000 ELENCL- 470.00 ELENCR- 470.00 32250.000 29.42 466.42 .00 .00 466.52 .10 .00 .24 460.50 36200.0 3208.7 11661.9 21329.4 2245.3 2949.9 14245.9 1S04.0 188.0 460.00 .045 .055 .000 437.00 3040.00 .50 1.43 3.95 1.50 .055 .000247 1. 1. 1. 3 0 0 .00 2913.10 5953.10 1490 NH CARD USED *SECNO 32305.000 32305.000 28.75 466.45 .00 .00 466.54 .09 .02 .00 465.00 36200.0 6537.4 9848.2 19814.4 5090.6 2727.7 9986.8 1527.S 192.3 460.00 .50 1.28 3.61 1.98 .055 .045 .054 .000 437.70 96.99 .000425 55. 55. 55. 2 0 0 .00 3881.69 3978.68 1490 NH CARD USED *SECNO 32725.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 32725.000 28.41 466.61 .00 .00 466.69 .08 .15 .00 463.00 36200.0 12640.5 9712.4 13847.1 7959.3 2738.3 8805.2 1723.0 230.6 462.10 .56 1.59 3.55 1.57 .058 .042 .050 .000 438.20 .00 .000261 380. 420. 520. i 0 0 .00 3678.92 3678.92 1490 NH CARD USED *SEC~O 33145.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 33145.000 28.33 466.73 .00 .00 466.80 .08 .11 .00 460.64 36200.0 2954.5 18144.7 15100.8 3065.4 6668.9 9056.6 1876.5 260.1 460.00 .055 .000 438.40 -175.00 .61 .96 2.72 1.67 .051 .055 .000365 385. 420. 290. i 0 0 .00 3714.57 3539.57 1490 NH CARD USED 1 16AUG96 13:42:54 PAGE 64 SP. CNO DEPTH CWSEL CRIWS WS~'LK I~G }IV }iL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACIt AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SHOPS XI~OBL XLCI{ XLOBR ITRIAL IDC iCONT CORAR TOPWID · ENDST *SECNO 33470. 000 3280 CROSS SECTION 33470.00 ~XTENDED .79 FEET 33470.000 27.79 466.79 .00 .00 466.97 .18 .14 .03 460.20 36200.0 4208.3 21594.4 10397.2 2861.9 5128.0 7355.0 1990.9 281.2 462.00 .64 1.47 4.21 1.41 .055 .043 .100 .000 439.00 .00 .000567 315. 325. 260. 2 0 0 .00 2537.00 2537.00 1490 NH CARD USED *SECNO 34260.000 3280 CROSS SECTION 34260.00 BXTElqDED 1.18 FEET 34260.000 28.38 467.18 .00 .00 467.38 .21 .41 .01 461.20 36200.0 2193.3 30126.5 3880.2 1916.4 7656.0 1809.4 2178.7 313.8 464.00 .69 1.14 3.94 2.14 .055 .048 .055 .000 438.80 .00 · 000619 830. 790. 250. 2 0 0 .00 1845.00 1845.00 1490 NH CARD USED *SECNO 34850.000 3280 CROSS SECTION 34850.00 ~XTENDED 2.53 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .62 34850.000 28.23 467.53 .00 .00 468.01 .47 .54 .08 464.30 36200.0 16413.9 19624.2 161,9 5384.4 2824.4 85.2 2307.1 335.4 464.00 .72 3.05 6.95 1.90 .055 .045 .055 .000 439.30 .00 .001616 520. 590. 640. i 0 0 .00 1575.00 1575.00 1490 NH CARDUSED *SECNO 34950.000 3280 CROSS SECTION 34950.00 EXTENDED 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.58 468.14 .17 .10 .03 464.30 34950.000 28.67 467.97 .00 .00 36200.0 22869.0 13144.1 186.9 9843.3 2857.3 140.7' 2333.1 339.8 464.00 .73 2;32 4.60 1.33 .054 .045 .055 .000 439.30 -380.00 .000647 110. 100. 90. 2 0 0 .00 1955.00 1575.00 i 16AUG96 13:42:54 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB (}CH QROB ~JuOB ACH AROB VOL TWA R-BANK RLRV TIME VI, OB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRLAL IDC ICONT COP. AR TOPWID RND~T 1490 NH CARD USED *SECNO 36970.000 36970.000 29.50 469.50 .00 .00 469.80 .31 1.62 .04 465.00 36200.0 2754.1 14397.7 19048.2 1616.8 2349.3 6368.3 2870.5 424.6 465.00 .87 1.70 6,13 2.99 .060 .043 .059 .000 440.00 2339.74 .001027 2020. 2020. 2020. 2 0 0 .00 1700.74 4040.48 1490 NH CARD USED *SECNO 38200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 38200.000 29.34 470.34 .00 .00 470.49 36200.0 8726.4 10990.1 16483.4 4581.8 2686.4 .97 1.90 4.09 2.85 .060 .045 .000412 1150. 1230. 950. 2 0 KRATIO - 1.58 .15 .67 .02 467.40 5790.4 3156.0 463.6 462.00 .055 .000 441.00 1341.44 0 .00 1501.93 2843.37 1490 NHCARDUSED *SECNO 39290.000 .00 470.97 .21 .47 .02 464.00 39290.000 28.89 470.77 .00 36200.0 6213.8 13177.4 16808.8 2853.4 2739.8 5739.1 3454.4 495.6 460.00 1.05 2.18 4.81 2.93 .054 .044 .055 .000 441.88 1054.64 .000462 980. 1090. 1110. 2 0 0 .00 1160.72 2215.36 1490 NH CARD USED PAGE 65 · SECNO 39440.000 3301 HV CHAN~ED ~K)RE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .53 39440.000 28.54 470.54 .00 .00 471.29 .75 .16 .16 464.00 36200.0 6385.4 19062.1 10752.5 1747.8 2109.8 3336.2 3499.8 501.0 462.50 1.06 3.65 9.03 3.22 .055 .045 .060 .000 442.00 3738.83 .001617 150. 150. 280. 2 0 0 .00 1017.00 4755.83 1490 NH CARD USeD I 16AU~96 13:42:54 SECNO DEPTH CWSEL CEIWS WSELK EG HV }IL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN EI24IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COllAR TOPWID ENDST *SECNO 39490.000 3265 DIVIDED FLOW 39490.000 28.73 470.73 .00 .00 471.38 .65 .07 .01 467.50 36200.0 7611.6 27830.7 757.7 1739.4 3989.2 307.7 3507.4 502.0 468.50 1.06 4.38 6.98 2.46 .045 .045 .045 .000 442.00 3772.30 .001343 50. 50. 50. 2 0 0 .00 658.20 4651.59 1490 NH CA~DUSED *SECNO 39540.000 39540.000 28.85 470.85 .00 .00 471.45 .60 .07 .00 464.00 36200.0 6181.5 17486.4 12532.1 1841.0 2143.7 3523.3 3515.2 503.0 462.50 .045 .050 .000 442.00 3735.98 1.06 3.36 8.16 3.56 .055 .001290 50. S0. 50. 2 0 0 .00 1023.33 4759.32 1490 NH CARD USED *SECNO 40650.000 40650.000 32.24 472.24 .00 .00 472.85 .62 1.40 .01 464.80 36200.0 8765.6 15564.7 11869.7 2894.5 1852.2 2557.3 3698.1 527.9 457.80 1.12 3.03 8.40 4.64 .060 .045 .045 ~ .000 440.00 4202.24 .001336 1400. 1110. 800. 2 0 0 .00 993.58 5195.82 1490 NH CArD USED *SECNO 48000.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 48000.000 30.54 476.14 .00 .00 476.26 36200.0 15900.7 7609.6 12689.7 6933.5 1670.8 1.67 2.29 4.55 1.92 .055 .045 .000371 5700. 7350. 2900. 3 0 1490 NH CARD USED *SBCNO 51350.000 51350.000 30.94 477.44 .00 .00 477.53 36200.0 21833.1 14217.8 149.1 12183.3 4422.4 2.09 1.79 3.21 1.11 .054 .045 .000343 3600. 3350. 3700. 3 0 KRATIO - 1.90 .12 3.36 .05 457.00 6605.2 4943.3 670.7 466.50 .060 .000 445.60 1577.36 0 .00 1776.35 3353.72 .09 1.26 .00 470.30 134.9 6253.8 845.3 470.20 .058 .000 446.50 2099.36 0 .00 2452.90 4552.26 PAGE 66 16AUG96 13:42:54 SECNO DEPTH CWSEL CRIWS WSELK EG Q QLOB QCH QROB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC 1490 NH CARD USED *SECNO 53350.000 3302 WARNING: CON~r~ANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 53350.000 29.88 477.88 .00 .00 477.93 36200.0 26112.5 8039.5 2048.0 21020.4 2392.8 2.38 1.24 3.36 .98 .051 .045 .000161 1650. 2000. 1750. 2 0 h"~ }IL OLOSS L-BANK ELEV AROB VOL TWA R-BANK ELEV XNR WTN ELMIN SSTA ICONT COP, AR TOPWID ENDST KI~ATIO = 1.46 .06 .40 .00 456.00 2087.5 7083.7 974.2 467.00 .058 .000 448.00 1868.71 0 .00 4228.85 6097.55 PAGE 67 1490 NH CARD USED *SEC:NO 55590.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABL~ RANGE, 55590.000 25.99 478.39 .00 .00 478.63 36200.0 24046.7 10900.3 1253.0 10696.8 1752.1 2.55 2.25 6.22 2.09 .060 .045 .000808 2000. 2240. 2200. 2 0 1490 NH CARDUSED *SECNO 56940.000 56940.000 30.30 479.30 .00 .00 479.47 36200.0 25404.1 9137.5 1658.4 12081.1 1695.2 2.67 2.10 5.39 1.63 .052 .045 .000538 1250. 1350. 1250. 2 0 KRA?IO . .45 .24 .64 .05 470.00 599.6 7986.3 1125.9 472.00 .060 .000 452.40 2161.02 0 .00 2300.54 4461.56 .16 .83 .01 462.00 1018.5 8389.8 1196.2 474.00 .058 .000 449.00 2062.27 0 .00 2585.62 4647.89 16AUG96 13:42:54 ************************************* HEC-2 WATER SURFACE PROPILES Version 4.6.2; May 1991 ************************************* THIS RUN l~O~.v~'~a.~ 16AUG96 NOT~- ASTERISK (*) AT LEFT OF CROSS-SECTION ITOI~3ER INDICATES MESSAGE IN SU~94ARY OF ERRORS LIST DENTON CREEK, TEXAS SZ~4MARY PRINTOUT TABLE 110 SECNO CWSEL DIFKWS BG TOPWID QLOB QCH QROB PERENC STENCL 25530.000 451.01 .00 451.44 216.69 .00 12800.00 .00 25530.000 452.29 .00 452.99 226.37 .00 18200.00 .00 25530.000 453.52 .00 454.25 235.67 .00 20600.00 .00 25530.000 455.89 .00 457.48 248.00 .39 36199.61 .00 PAGE 68 25770.000 451.29 .00 451.57 253.17 .00 12800.00 .00 25770.000 452.74 .00 453.18 263.69 .00 10200.00 .00 25770.000 453.97 .00 454.44 272.69 .00 20600.00 .00 25770.000 456.85 .00 457.83 285.00 .08 36199.93 .00 -26830.000 451.71 .00 452.16 256.77 .00 13300.00 .00 26830.000 453.40 .00 453.94 1104.81 .00 17809.16 1090.84 26830.000 454.69 .00 455.09 1199.25 .00 18285.60 3014.40 26830.000 458.31 .00 450.61 1516.80 .10 24509.63 11690.19 26880.000 451.88 .00 452.21 292.57 .00 13300.00 .00 26880.000 453.51 .00 454.00 322.64 .00 18900.00 .00 26880.000 454.71 .00 455.17 1173.21 .00 20894.04 405.96 26880.000 458.55 .00 458.77 1710.09 .00 22981.99 13218.01 27165.000 452.17 .00 452.40 1255.42 .00 7998.49 S301.51 27165.000 454.03 .00 454.19 1362.34 .00 8509.23 10390.77 27165.000 455.24 .00 455.35 1418.55 .00 7005.48 14294.52 27165.000 458.80 .00 458.91 1604.14 .00 7182.69 29017.30 27449.000 452.45 .00 452.54 1170.49 .00 6346.40 6953.60 27449.000 454.21 .00 454.29 1417.15 .00 7298.35 11601.65 27449.000 455.35 .00 455.43 1551.59 .00 6474.64 14825.36 27449.000 458.88 .00 458.97 1740.59 .00 8413.46 27786.54 27748.000 452.55 .00 452.62 1345.54 .00 5983.33 7316.67 27748.000 454.29 .00 454.37 1404.20 .00 6833.15 12066.65 27748.000 455.42 .00 455.49 1445.61 .00 6740.86 14559.14 27748.000 458.93 .00 459.03 1691.04 .00 7106.93 29093.07 16AUG96 13:42:54 13:42:58 248.00 2494.00 2495.20 2742.67 2742.0~ l 248.00 2494.00 2495.20 2742.67 2742.0~ 248.00 2494.00 2495.20 2742.67 2742.~D 248.00 2494.00 2495.20 2742.67 2742.0~D 285.00 2495.00 2495.20 2780.00 2780.01 'I 285.00 2495.00 2495.20 2780.00 2780.0L.~ 285.00 2495.00 2495.20 2780.00 2780.~D 285.00 2495.00 2495.20 2780.00 2780.GI0 2581.00 2619.00 2619.58 3100.00 5200.O]~ 2581.00 2619.00 2619.58 3100.00 5200.0L.j 2581.00 2619.00 2619.58 3100.00 5200.Ol0 2581.00 2619.00 2619.58 3100.00 5200.0]0 .00 .00 1012.00 1585.00 .00 .00 1012.00 1585.00 .OL~ .00 .00 1012.00 1585.00 .010 .00 .00 1012.00 1585.00 .OI0 .o0 .00 98S.00 1308.00 .o .00 .00 985.00 1308.00 .O:l, .00 .00 985.00 1308.00 .~]0 .00 .00 985.00 1308.00 .010 .00 .00 1014.00 1534.00 .0! .00 .00 1014.00 1534.00 .00 .00 1014.00 1534.00 .0]0 .00 .00 1014.00 1534.00 .00 .00 1071.00 1606.00 .00 .00 1071.00 1606.00 .0]~ .00 .00 1071.00 1606.00 .010 .00 .00 1071.00 1606.00 .010 STCHL 1041.00 1041.00 1041.00 1041.00 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENC~ 27992.000 452.61 .00 452.70 1257.10 .00 7984.99 5315.01 .00 .00 27992.000 454.35 .00 454.44 1310.22 .00 9578.19 9321.81 .00 .00 27992.000 455.48 .00 455.55 1344.42 .00 8458.92 12841.08 .00 .00 27992.000 458.99 .00 459.09 1468.71 .00 10869.34 25330.66 .00 .00 PAGE 69 STCHR 1543.00 1543.00 1543.00 1543.00 STENC~ · 0:0 ' .OlO 28168.000 28168.000 28168.000 28168.000 28492.000 28492.000 28492.000 28492.000 28720.000 28720.000 28720.000 28720.000 28890.000 28890.000 28890.000 28890.000 29124.000 29124.000 29124.000 29124.000 29651.000 29651.000 29651.000 29651.000 29831.000 29831.000 29831.000 29831.000 30027.000 30027.000 30027.000 30027.000 30384.000 30384.000 30384.000 30384.000 16AUG96 SECNO 30604.000 30604.000 30604.000 30604.000 30958.000 30958.000 30958.000 30958.000 31335.000 31335.000 31335.000 31335.000 32150.0q0 32150.000 32150.000 32150.000 32200.000 32200.000 32200.000 32200.000 32230.000 32230.000 32230.000 32230.000 32250.000 32250.000 32250.000 32250.000 32305.000 32305.000 452.69 454.42 455.53 459.04 452.74 454.47 455.57 459.08 452.80 454.52 455.62 459.12 452.80 454.55 455.65 459.15 452.85 454.53 455.70 459.25 453.50 455.22 456.24 459.65 453.65 455.34 456.33 459.73 453.68 455.38 456.38 459.75 453.95 455.78 456.74 460.20 13:42:54 CWSEL 454.33 456.44 457.42 461.01 454.95 457.03 457.93 461.41 454.23 456.64 457.83 461.47 456.60 456.99 457.91 461.35 456.50 456.80 457.71 460.56 456.54 456.98 457.91 463.79 457.58 459.11 460.31 466.42 457.39 458.94 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 DIFKWS .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 452.74 454.48 455.59 459.12 452.80 454.54 455.64 459.18 452.88 454.61 455.71 459.25 452.99 454.71 455.78 459.32 453.27 455.00 456.03 459.51 453.67 455.39 456.39 459.81 453.77 455.49 456.48 459.89 453.95 455.69 456.67 460.11 454.42 456.35 457.32 460.84 EG 454.78 456.87 457.80 461.34 455.08 457.14 458.04 461.55 456.41 457.81 458.49 461.82 457.45 458.60 459.64 463.00 457.80 459.29 460.36 465.15 457.84 459.38 460.46 466.28 457.93 459.58 460.68 466.52 458.11 459.77 1210.32 1269.55 1313.08 1463.68 1114.02 1177.01 1220.21 1372.92 1024.32 1064.62 1095.73 1217.36 1019.57 1049.40 1077.65 1172.57 540.02 945.77 984.06 1166.19 841.65 942.76 1020.00 1597.87 727.21 825.86 857.57 1561.92 555.16 627.76 680.98 965.40 325.16 384.19 429.26 1011.48 TOPWID 447.02 721.55 825.02 1381.00 831.58 1035.29 1140.63 1421.05 332.36 953.24 1022.21 1156.00 242.69 253.67 375.99 2053.18 153.82 156.84 165.96 202.51 154.20 158.65 168.00 823.63 290.55 951.58 1263.17 2913.10 264.81 320.89 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 QLOB .00 . O0 .00 .00 .00 .00 .00 .00 .00 .00 .00 . O0 .00 .00 .00 682 · 16 .00 .00 .00 .49 .00 .00 .00 1024.61 .00 1.17 116.95 3208.71 .00 .00 4904.60 5856.45 5923.54 7734.27 5006.55 6019.54 6096.39 8009.23 5911.16 7147.71 7338.39 9935.91 8561.37 9547.67 9353.65 11678.25 13045.19 16893.40 16547.19 20273.36 9521.14 11421.57 11744.22 14812.16 7498.20 9442.72 10000.05 13612.30 10268.69 12971.14 13549.02 19570.11 11557.92 15413.09 17098.64 26476.39 11002.26 14003.59 14980.47 20512.48 3826.59 3454.15 3542.99 4713.60 11723.24 12454.94 11147.37 10525.38 13029.12 18413.92 20414.29 27272.62 12521.37 17736.25 19803.74 32832.32 12516.32 17702.58 19764.42 29655.74 8978.24 11814.65 11910.53 11661.86 7956.56 10433.99 8395.40 13043.55 15376.46 28465.73 8293.45 12880.46 15203.61 28190.77 7388.84 11752.29 13961.61 26264.09 4738.63 9352.33 11946.35 24521.76 254.81 2006.60 4752.81 15926.64 3778.86 7478.43 9555.78 21387.84 5801.80 9457.28 11299.95 22587.90 3031.31 5928.86 7750.98 16629.89 1742.08 3486.91 4201.36 9723.60 QROB 2297.74 4896.41 6319.53 15687.52 9473.41 15445.85 17757.01 31486.40 1576.76 6445.06 10152.63 25674.62 270.88 486.08 885.70 8245.22 778.63 1163.75 1496.26 3367.19 783.68 1197.42 1535.58 5519.65 421.76 1384.18 2872.52 21329.44 1443.44 2766.01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 2526.00 2526.00 2526.00 2526.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 PBRENC .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 3140.00 3140.00 3140.00 3140.00 3210.00 3210.00 3210.00 3210.00 3210.00 3210.00 3210.00 3210.00 3140.00 3140.00 3140.00 3140.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 . O0 .00 .00 .00 .00 .00 .00 .00 ,00 .00 .00 --- .00 .00 .00 .00 .00 .00 .00 .00 STENCL .00 .00 .00 .00 .00 .00 ,00 .00 ,00 .00 .00 .00 3040.00 3040.00 3040.00 3040.00 3050.00 3050.00 3050.00 3050.00 3050.00 3050.00 3050.00 3050.00 3040.00 3040.00 3040.00 3040.00 .00 .00 1021.00 1021.00 1021.00 1021.00 1215.00 1215.00 1215.00 1215.00 1280.00 1280.00 1280.00 1280.00 1289.00 1289.00 1289.00 1289.00 1264.00 1264.00 1264.00 1264.00 1168.00 1168.00 1168.00 1168.00 1147.00 1147.00 1147.00 1147.00 1128.00 1128.00 1128.00 1128.00 1045.00 1045.00 1045.00 1045.00 STCHL 1014.00 1014.00 1014.00 1014.00 1048.00 1048.00 1048.00 1048.00 1037.00 1037.00 1037.00 1037.00 3400.00 3400.00 3400.00 3400.00 3390.50 3390.50 3390.50 3390.50 3390.50 3390.50 3390.50 3390.50 3400.00 3400.00 3400.00 3400.00 2110.00 2110.00 1419.00 1419.00 1419.00 1419.00 1605.00 1605.00 1605.00 1605.00 1689.00 1689.00 1689.00 1689.00 1696.00 1696.00 1696.00 1696.00 1620.00 1620.00 1620.00 1620.00 1615.00 1615.00 1615.00 1615.00 1570.00 1570.00 1570.00 1570.00 1525.00 1525.00 1525.00 1525.00 1447.00 1447.00 1447.00 1447.00 PAGE 70 STC"rm 1350.00 1350.00 1350.00 1350.00 1285.00 1285.00 1285.00 1285.00 1204. O0 1204.00 1204.00 1204.00 3525.00 3525.00 3525.00 3525.00 3539.50 3539.50 3539.50 3539.50 3539.50 3539.50 3539.50 3539.50 3525.00 3525.00 3525.00 3525.00 2325.00 2325.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 2526.00 2526.00 2526.00 2526.00 .00 .00 .00 .00 .00 . O0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 STENCR .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 6180.00 6180.00 6180.00 6180.00 6260.00 6260.00 6260.00 6260.00 6260.00 6260.00 6260.00 6260.00 6180.00 6180.00 6180.00 6180.00 .00 .00 * 32305.000 32305.000 * 32725.000 * 32725.000 * 32725.000 32725.000 460.15 466.45 458.46 460.15 461.18 466.61 33145.000 458.85 .00 33145.000 460.54 .00 33145.000 461.50 .00 33145.000 466.73 .00 i 16AU~96 sec~o 13:42:54 CWSEL DIFKWS 33470.000 459.05 .00 33470.000 460.78 .00 33470.000 461.71 .00 33470.000 466.79 .00 34260.000 459.69 .00 34260.000 461.44 .00 34260.000 462.28 .00 34260.000 467.18 .00 * 34850.000 459.88 .00 * 34850.000 461.55 .00 * 34850.000 462.32 .00 * 34850.000 467.53 .00 34950.000 460.12 .00 34950.000 462.25 .00 * 34950.000 463.42 .00 * 34950.000 467.97 .00 * 36970.000 463.62 .00 * 36970.000 465.53 .00 36970.000 465.99 .00 36970.000 469.50 .00 * 38200.000 464.47 .00 * 38200.000 466.22 .00 * 38200.000 466.70 .00 * 38200.000 470.34 .00 39290.000 464.76 .00 39290.000 466.49 .00 39290.000 466.99 .00 39290.000 470.77 .00 * 39440.000 464.47 .00 * 39440.000 466.21 .00 * 39440.000 466.71 .00 * 39440.000 470.54 .00 · 00 460.85 506.02 .00 11155.87 3744.13 .00 466.54 3881.69 6537.39 9848.21 19814.40 · 00 458.68 482.60 2837.65 6349.04 213.31 · 00 460.40 845.46 4689.57 7981.08 529.35 .00 461.39 1563.96 5528.39 8214.34 1157.27 · 00 466.69 3678.92 12640.46 9712.42 13847.12 459.01 379.00 .00 9400.00 .00 460.74 1106.53 .00 12999.24 200.76 461.67 1325.54 56.39 13787.78 1055.83 466.80 3714.57 2954.50 18144.66 15100.83 EG TOPWID QLOB QCH QROB 459.30 660.85 .00 8812.29 587.71 461.04 1124.47 74.53 11491.59 1633.89 461.93 1465.95 275.83 12204.82 2419.34 466.97 2537.00 4208.31 21594.44 10397.25 459.82 418.65 .00 9400.00 .00 461.60 534.92 .02 13199.98 .00 462.45 588.75 1.02 14898.98 .00 467.38 1845.00 2193.26 30126.51 3880.22 460.63 131.25 .00 9400.00 .00 462.62 152.93 .00 13200.00 .00 463.50 168.92 .00 14900.00 .00 468.01 1575.00 16413.88 19624.20 161.92 460.85 129.41 .00 9400.00 .00 462.93 1096.88 1412.54 11787.46 .00 463.80 1661.70 4024.99 10875.01 .00 468.14 1955.00 22868.97 13144.08 186.94 463.96 691.39 .00 7521.82 2478.18 465.79 992.25 2.25 8480.12 5317.63 466.25 1085.02 11.72 9157.70 6430.58 469.80 1700.74 2754.12 14397.66 19048.22 464.54 1122.35 823.25 4708.74 4468.01 466.29 1192.90 1939.79 5558.07 6302.14 466.78 1222.53 2431.18 5966.7.3 7202.09 470.49 1501.93 8726.44 10990.12 16483.44 464.86 930.51 456.49 5621.72 3921.79 466.58 1003.06 1158.78 6684.08 5957.14 467.09 1026.91 1486.15 7263.70 6850.15 470.97 1160.72 6213.81 13177.40 16808.79 465.13 591.62 148.23 9581.56 270.21 466.84 801.80 965.19 11362.36 1472.45 467.36 848.16 1348.84 12193.45 2057.70 471.29 1017.00 6385.41 19062.07 10752.52 * 39490.000 464.98 .00 465.22 39490.000 466.65 .00 466.92 39490.000 467.15 .00 467.44 39490.000 470.73 .00 471.38 39540.000 464.80 .00 39540.000 466.53 .00 39540.000 467.05 .00 39540.000 470.85 .00 1 16AUG96 13:42:54 SECNO CWSEL DIFKWS 40650.000 466.07 .00 40650.000 467.68 .00 40650.000 468.20 .00 40650.000 472.24 .00 48000.000 48000.000 48000.000 48000.000 468.76 470.14 470.69 476.14 475.07 357.87 9639.21 2.92 533.96 1322.69 12434.24 43.06 551.15 1769.83 13759.44 70.73 658.20 7611.61 27830.70 757.69 465.36 641.84 227.32 9199.26 473.42 467.04 834.81 1078.17 10654.21 1967.63 467.55 872.92 1449.78 11279.07 2671.15 471.45 1023.33 6181.55 17486.37 12532.08 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ~ PERENC .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0o .00 .00 .00 .00 EG TOPWID QLOB QCH QROB PERENC 621.26 137.63 5651.41 810.96 793.19 770.08 6557.83 1772.09 826.54 1078.82 6899.89 2221.29 993.58 8765.61 15564.72 11869.67 466.31 467.92 468.43 472,85 .00 468.85 1293.39 1434.50 3305.79 559.70 · 00 470.22 1485.76 2699.23 3841.50 1459.27 · 00 470.78 1538.61 3511.74 4258.03 2030.23 .00 476.26 1776.35 15900,73 7609.58 12689.69 51350.000 469.54 .00 51350.000 471.33 .00 51350.000 472.00 .00 51350.000 477.44 .00 469.62 673.17 119.54 3880.46 .00 471.40 1382.92 1666.04 5332.75 1.21 472.08 1438.65 2838.26 6557.36 4.37 477.53 2452.90 21833.11 14217.76 149.13 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 2110.00 2325.00 .00 2110.00 2325.00 .00 1940.00 2110.00 .00 1940.00 2110.00 .00 1940.00 2110.00 .00 1940.00 2110.00 .00 1390.00 1935.00 .00 1390.00 1935.00 .00 1390.00 1935.00 .00 1390.00 1935.00 PA(IB 71 .00 1135.00 1560.00 .00 1135.00 1560.00 .00 1135.00 1560.00 .00 1135.00 1560.00 .00 868.00 1520.00 .00 868.00 1520.00 .00 868.00 1520.00 .00 868.00 1520.00 .00 1310.00 1533.00 .00 1310.00 1533.00 .00 1310.00 1533.00 .00 1310.00 1533.00 .00.__ 1310.00 1520.00 .00 1310.00 1520.00 .00 1310.00 1520.00 .00 1310.00 1520.00 .00 2900.00 3060.00 .00 2900.00 3060.00 .00 2900.00 3060.00 .00 2900.00 3060.00 .00 2100.00 2270.00 .00 2100.00 2270.00 .00 2100.00 2270.00 .00 2100.00 2270.00 .00 1525.00 1675.00 .00 1525.00 1675.00 .00 1525.00 1675.00 .00 1525.00 1675.00 .00 4040.00 4150.00 .00 4040.00 4150.00 .00 4040.00 4150.00 .00 4040.00 4150.00 .00 4030.00 4310.00 .00 4030.00 4310.00 .00 4030.00 4310.00 .00 4030.00 4310.00 .00 4040.00 4150.00 .00 4040.00 41S0.00 .00 4040.00 4150.00 .00 4040.00 4150.00 PAGE 72 STENCL STCHL STCHR · 00 4730.00 4815.00 .00 4730.00 4815.00 .00 4730.00 4815.00 .00 4730.00 4815.00 .00 2370.00 2445.00 .00 2370.00 2445.00 .00 2370.00 2445.00 .00 2370.00 2445.00 .00 4160.00 4515.00 .00 4160.00 4515.00 .00 4160.00 4515.00 .00 4160.00 4515.00 .00 .00 .0 · 00 .~ .00 .00 .00 , .00 . OOJ"~ .00. .00 .00 .Oo .0 .00 .00 .00 oo'~ .00 .00 .oo~ .oo .00 .00 .oo~ .00 .00~ ~ .00 .00 .00 .0~ ~ .00 .oc~ .0¢~ .00 .o~ .or .00 .00 .0( .OG .- .00 .oo~ .Or .0[ ~ .00 .00 .OL ~ .00 .00 53350.000 469.83 .00 469.88 333.61 53350.000 471.81 .00 471.91 1389.42 53350.000 472.57 .00 472.68 2182.61 53350.000 477.88 .00 477.93 4228.85 55590.000 470.17 .00 470.41 88.88 55590.000 472.33 .00 472.76 1167.94 55590.000 473.25 .00 473.67 1412.63 55590.000 478.39 .00 478.63 2300.54 56940.000 470.92 .00 471.10 170.42 56940.000 473.52 .00 473.79 876.02 56940.000 474.50 .00 474.79 1465.27 56940.000 479.30 .00 479.47 2585.62 i 16AUG96 13: 42: 54 DENTON CREEK, TEXAS Sb~qARY PRINTOUT TABLE 150 721.11 1888.77 3181.59 26112.49 .00 441.28 1865.85 24046.68 334.76 1348.35 2736.91 25404.13 3272.39 5076.98 6153.32 8039.46 4000.00 6558.40 7513.38 10900.29 3665.24 5650.60 6635.63 9137.46 SECNO XLCH ELTRD ELLC EI~4IN Q CWSEL 25530.000 .00 .00 .00 434.40 25530.000 .00 .00 .00 434.40 25530.000 .00 .00 .00 434.40 25530.000 .00 .00 .00 434.40 25770.000 240.00 .00 .00 434.60 25770.000 240.00 .00 .00 434.60 25770.000 240.00 .00 .00 434,60 25770.000 240.00 .00 .00 434.60 26830.000 1010.00 .00 .00 436.30 26830.000 1010.00 .00 .00 436.30 26830.000 1010.00 .00 .00 436.30 26830.000 1010.00 .00 .00 436.30 26880.000 50.00 .00 .00 436.20 26880.000 50.00 .00 .00 436.20 26880.000 50.00 .00 .00 436.20 26880.000 50.00 .00 .00 436,20 27165.000 284.00 .00 ,00 436.10 27165.000 284.00 .00 .00 436.10 27165.000 284.00 .00 .00 436.10 * 27165.000 284.00 .00 .00 436,10 27449.000 284.00 .00 .00 435.60 27449.000 284.00 .00 .00 435.60 27449.000 284.00 .00 .00 435.60 27449.000 284.00 .00 .00 435.60 27748.000 299.00 .00 .00 435.20 27748.000 299.00 .00 .00 435.20 27748.000 299.00 .00 .00 435.20 27748.000 299.00 .00 .00 435.20 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 27992.000 244.00 .00 .00 435.60 27992.000 244.00 .00 .00 435.60 27992.000 244.00 .00 .00 435.60 27992.000 244.00 .00 .00 435.60 28168.000 176.00 .00 .00 436.60 28168.000 176.00 .00 .00 436.60 28168.000 176.00 .00 .00 436.60 28168.000 176.00 .00 .00 436.60 i 16AU~96 13: 42: 54 SECNO XLCH EL/RD ELLC ELMIN Q 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 28492.000 324.00 .00 .00 436.30 28492.000 324.00 .00 .00 436.30 28492.000 324.00 .00 .00 436.30 28492.000 324.00 .00 .00 436.30 28720.000 228.00 .00 .00 436.80 28720.000 228.00 .00 .00 436.80 28720.000 228.00 .00 .00 436.80 28720.000 228.00 ,00 .00 436.80 * 28890.000 170.00 .00 .00 437.10 451.01 452.29 453.52 455.89 451.29 452.74 453.97 456.85 451.71 453.40 454.69 458.31 451.88 453.51 454.71 458.55 452.17 454.03 455.24 458.80 452.45 454.21 455.35 458.88 452.55 454.29 455.42 458.93 452.61 454.35 455.48 458.99 452.69 454.42 455.53 459.04 CWSEL 452.74 454.47 455.57 459.08 452.80 454.52 455.62 459.12 452.80 6.50 34.25 65.10 2048.05 .00 .32 20.77 1253.03 .00 1.06 27.46 1658.41 C~IWS .00 .00 .00 .00 .00 .00 ,00 .00 .00 .00 .00 .00 .00 .00 ,00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ,00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 451.44 452.99 454.25 457.48 451.57 453.18 454.44 457.83 452.16 453.94 455.09 458.61 452.21 454.00 455.17 458.77 452.40 454.19 455.35 458.91 452.54 454.29 455,43 458.97 452.62 454.37 455.49 459.03 452.70 454.44 455.55 459.09 452.74 454.48 455.59 459.12 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 10*KS 6.28 9.33 9.06 16.69 3.67 S.33 5.25_ 8.99 8.35 10.17 7.89 5.80 6.74 8.51 7.62 11.24 7.00 4.65 3.89 2.97 3.08 2.83 2.48 2.01 2.69 2.43 1.97 1.96 2.47 2.21 2.26 2.11 1.83 1.75 1.50 1.51 5570.00 5570.00 5570.00 5570.00 4250.00 4250.00 4250.00 4250.00 4335.00 4335.00 4335.00 4335.00 5670.00 .00 5670.00 .00 5670.00 .00 5670.00 .00 4340.00 .00 4340.00 .00 4340.00 .00 4340.00 .00 4415.00 .00 4415.00 .00 4415.00 .00 4415.00 .00 PAGE 73 VCH AREA .01K 5.26 2433.14 5105.79 6.70 2716.70 5957.31 6.86 3000.97 6843.65 10.12 3577.77 8860.49 4.21 3038.09 6682.62 5.34 3411.19 7884.46 5.50 3742.11 8992.90 7.95 4551.38 12075.56 5.40 2464.86 4602.21 6.07 3977.25 5927.09 5.48 5477.10 7583.05 5.15 10273.40 15029.79 4.62 2875.93 5122.77 5.59 3378.64 6478.99 5.53 4341.02 7717.00 4.25 10017.14 10799.85 4.73 4397.73 5028.57 4.18 6830.90 8769.29 3.07 8518.81 10794.94 2.31 13788.93 20993.43 2.61 5788.23 7572.46 2.52 8109.07 11241.65 1.99 9814.38 13531.77 1.71 15747.87 25537.71 2.49 6257.29 8104.71 2.39 8657.44 12122.07 2.13 10267.72 15167.97 1.60 15662.89 25853.45 2.87 6341.18 8456.04 2.91 8574.51 12704.22 '2.32 10070.53 14159.87 2.22 14983.22 24924.34 2.05 7281.66 9820.41 2.06 9422.91 14271.77 1.88 10846.48 17409.68 1.77 15731.42 29417.87 PAGE 74 CRIWS EG 10*KS VCH ~ .01K 452.80 454.54 455.64 459.18 452.88 454.61 455.71 459.25 .00 .00 .00 .00 .00 .00 .00 .00 2.13 2.16 1.98 1.87 2.55 2.59 2.40 2.37 3.99 .00 452.99 1.98 1.93 1.67 1.72 2.83 2.72 2.31 2.32 7.67 6873.19 9453.20 8847.05 13592.46 10160.06 16479.82 14734.64 27630.93 5951.54 7903.87 7750.48 11463.76 8935.39 14007.18 12978.79 23754.98 4363.35 4801.90 * 28890.000 * 28890.000 28890.000 29124.000 29124.000 29124.000 29124.000 29651.000 29651.000 29651.000 29651.000 29831.000 29831.000 29831.O0O 29831.000 * 30027.000 * 30027.000 * 30027.000 * 30027.000 30384.000 30384.000 30384.000 * 30384.000 30604.000 30604.000 30604.000 * 30604.000 * 30958.000 30958.000 * 30958.000 * 30958.000 i 16AUG96 SECNO * 31335.000 * 31335.000 * 31335.000 * 31335.000 * 32150.000 * 32150.000 32150.000 32150.000 32200.000 32200.000 32200.000 32200.000 32230.000 32230.000 32230.000 32230.000 * 32250.000 32250.000 32250.000 * 32250.000 * 32305.000 * 32305.000 * 32305.000 32305.000 * 32725.000 * 32725.000 * 32725.000 32725.000 33145.000 33145.000 33145.000 33145.000 33470.000 33470.000 33470.000 33470.000 170.00 170.00 170.00 234.00 234.00 234.00 234.00 527.00 527.00 527.00 527.00 180.00 180.00 180.00 180.00 196.00 196.00 196.00 196.00 357.00 357.00 357.00 357.00 220.00 220.00 220.00 220.00 354.00 354.00 354.00 354.00 13:42:54 377.00 377.00 377.00 377.00 170.00 170.00 170.00 170.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 $0.00 1.00 1.00 1.00 1.00 55.00 55.00 55.00 55.00 420.00 420.00 420.00 420.00 420.00 420.00 420.00 420.00 325.00 325.00 325.00 325.00 · 00 .00 437.10 18900.00 · 00 .00 437.10 21300.00 · 00 .00 437.10 36200.00 · 00 .00 437.40 13300.00 · 00 .00 437.40 18900.00 · 00 .00 437.40 21300.00 · 00 .00 437.40 36200.00 .00 .00 438.06 13300.00 .00 .00 438.06 18900.00 · 00 .00 438.06 21300.00 · 00 .00 438.06 36200.00 · 00 .00 438.14 13300.00 .00 .00 438.14 18900.00 · 00 .00 438.14 21300.00 · 00 .00 438.14 36200.00 · 00 .00 438.23 13300.00 · 00 .00 438.23 18900.00 · 00 .00 438.23 21300.00 .00 .00 438.23 36200.00 · 00 .00 438.14 13300.00 .00 .00 438.14 18900.00 · 00 .00 438.14 21300.00 · 00 .00 438.14 36200.00 .00 .00 438.55 13300.00 .00 .00 438.55 18900.00 .00 .00 438.55 21300.00 .00 .00 438.55 36200.00 .00 .00 438.55 13300.00 .00 .00 438.55 18900.00 .00 .00 438.55 21300.00 .00 .00 438.55 36200.00 ELTRD EL~ ELMIN .00 .00 438.55 .00 .00 438.55 .00 .00 438.55 .00 .00 438.55 .00 .00 437.00 .00 .00 437.00 .00 .00 437.00 .00 .00 437.00 463.60-999999.00 435.00 463.60-999999.00 435.00 463.60-999999.00 435.00 463.60-999999.00 435.00 463.60-999999.00 435.00 463.60-999999.00 435.00 463.60-999999.00 435.00 463.60-999999.00 435.00 .00 .00 437.00 .00 .00 437.00 .00 ,00 437,00 .00 .00 437.00 .00 .00 437.70 .00 .00 437.70 .00 .00 437.70 .00 .00 437.70 .00 .00 438.20 .00 .00 438.20 .00 .00 438.20 .00 .00 438.20 · 00 .00 438.40 · 00 .00 438.40 · 00 .00 438.40 · 00 .00 438.40 · 00 .00 439.00 · 00 .00 439.00 · 00 .00 439.00 · 00 .00 439.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 9400.00 13200.00 14900.00 36200.00 9400.00 13200.00 14900.00 36200.00 9400.00 13200.00 14900.00 36200.00 9400.00 13200.00 14900.00 36200.00 9400.00 13200.00 14900.00 36200.00 454.55 455.65 459.15 452.85 454.53 455.70 459.25 453.50 455.22 456.24 459.65 453.65 455.34 456.33 459.73 453.68 455.38 456.38 459.75 453.95 455.78 456.74 460.20 454.33 456.44 457.42 461.01 454.95 457.03 457.93 461.41 CWSEL 454.23 456.64 457.83 461.47 456.60 456.99 457.91 461.35 456.50 456.80 457.71 460.56 456.54 456.98 457.91 463.79 457.58 459.11 460.31 466.42 457.39 458.94 460.15 466.45 458.46 460.15 461.18 466.61 458.85 460.54 461.50 466.73 459.05 460.78 461.71 466.79 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CRIWS 454.23 .00 .00 .00 .00 .00 .00 459.95 .00 .00 .00 .00 .00 .00 .00 459.20 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 454.71 455.78 459.32 453.27 455.00 456.03 459.51 453.67 455.39 456.39 459.81 453.77 455.49 456.48 459.89 453.95 455.69 456.67 460.11 454.42 456.35 457.32 460.84 454.78 456.87 457.80 461.34 455.08 457.14 458.04 461.55 456.41 457.81 458.49 461.82 457.45 458.60 459.64 463.00 457.80 459.29 460.36 465.15 457.84 459.38 460.46 466.28 457.93 459.58 460.68 466.52 458.11 459.77 460.85 466.54 458.68 460.40 461.39 466.69 459.01 460.74 461.67 466.80 459.30 461.04 461.93 466.97 6.34 5.10 4.35 8.89 9.12 10.12 7.83 6.35 6.14 5.28 4.98 3.90 4.10 3.72 3.84 10.58 11.92 11.41 11.44 11.69 21.58 21.47 28.80 20.51 19.46 16.45 12.63 4.24_ 4.03 3.64 3.37 10*KS 88.00 50.89 30.20 13.21 9.62 17.86 18.62 18.32 5.54 10.46 10.91 17.51 5.49 10.06 10.45 17.23 6.31 8.41 6.99 2.47 31.07 34.17 27.71 4.25 6.60 7.12 6.17 2.61 9.27 9.74 8.03 3.65 7.05 7.88 7.26 5.67 3.71 6173.07 7508.9~J 3.26 7339.11 9432.74 2.94 11264.00 17350.80 5.24 2711.07 4460.3~ 5.74 4084.17 6256.~.~ 5.05 5207.67 6694.40 4.60 8948.25 12935.28 3.72 4370.48 5276.9~ 3.73 5901.02 7627.3~ 3.48 6900.58 9273.76 3.18 11312.96 16220.84 3.04 4795.23 6736.5~I 3.23 6091.51 9330.2..~ 3.11 6925.88 11049.77 3.15 11185.31 18476.99 4.53 3312.54 4088.4~ 4.78 4321.19 5474.1.~ 4.50 4970.55 6305.02 4.64 7585.20 10702.76 5.75 2469.73 3890.4dm~ 6.22 3106.47 4068.8.~ 6.22 3499.60 4597.06 6.79 5681.12 6745.37 5,64 2533.29 2936.7~ 5.57 3742.43 4284.9.~ S.35 4497.97 5251.69 5.23 8179.48 10184.77 3.57 4879.68 6459.2~ 2.57 6869.53 9420.1. J 2.39 7850.71 11162.54 2.19 12360.65 19714.85 PAGE 75 ~ 12.47 1231.77 141 7 10.10 2560.06 2649. 8.02 3733.31 3875.89 5.45 7720.16 9959.~ 7.49 1924.65 4288 3 10.31 2023.06 4472.3~" 10.78 2287.90 4936.08 9.40 1510.25 . 12.98 1556.98 5843.3~ 13.44 1703.79 6448.17 17.83 2221.51 8651.~ 9.37 1515.99 5676.4 12.76 1585.47 5959.W3 13.20 1737.87 6590.11 13.56 3447.82 8721.7~ 4.84 2179.50 3743.3 5.80 3053.35 4552."~~ 5.45 4379.17 5637.62 3.95 19441.05 23013.9t~ 7.89 1935.94 7.36 2375.01 2830.7E 4.39 3067.54 3658.~ 4.75 4042.42 494S.2~' 4.49 5227.01 5997.4~ 3.55 19502.79 22394.9~ 3.20 2936.15 3087.S 3.61 3961.80 4230.~ 3.46 5152.97 5259.1: 2.72 18790.82 18937.2~i~ 4.12 2952.12 3541.C 4.31 4454.49 4701.$. : 4.09 5700.06 5531.4; 4.21 15344.84 15206.J~ 34260.000 790.00 34260.000 790.00 34260.000 790.00 34260.000 790.00 16AUG96 13:42:54 SECNO XLCH * 34850.000 590.00 * 34850.000 590.00 * 34850.000 590.00 * 34850.000 590.00 34950.000 100.00 34950.000 100.00 * 34950.000 100.00 * 34950.000 100.00 * 36970.000 2020.00 * 36970.000 2020.00 36970.000 2020.00 36970.000 2020.00 * 38200.000 1230.00 * 38200.000 1230.00 * 38200.000 1230.00 * 38200.000 1230.00 39290.000 1090.00 39290.000 1090.00 39290.000 1090.00 39290.000 1090.00 * 39440.000 150.00 * 39440.000 150.00 * 39440.000 150.00 * 39440.000 150.00 * 39490.000 50.00 39490.000 50.00 39490.000 50.00 39490.000 50.00 39540.000 50.00 39540.000 50.00 39540.000 50.00 39540.000 50.00 40650.000 1110.00 40650.000 1110.00 40650.000 1110.00 40650.000 1110.00 48000.000 7350.00 48000.000 7350.00 48000.000 7350.00 * 48000.000 7350.00' i 16AUG96 13:42: 54 .00 .00 .00 .00 ELTRD .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SECNO XLCH ELTRD EIJaC 51350.000 3350.00 * 51350.000 3350.00 51350.000 3350.00 51350.000 3350.00 53350.000 2000.00 * 53350.000 2000.00 * 53350.000 2000.00 * 53350.000 2000.00 * 55590.000 2240.00 * 55590.000 2240.00 * 55590.000 2240.00 * 55590.000 2240.00 56940.000 1350.00 56940.000 1350.00 56940.000 1350.00 56940.000 1350.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 438.80 9400.00 459.69 .00 438.80 13200.00 461.44 .00 438.80 14900.00 462.28 .00 438.80 36200.00 467.18 ELLC ELMIN Q CWSEL CRIWS .00 439.30 9400.00 459.88 .00 439.30 13200.00 461.55 .00 439.30 14900.00 462.32 .00 439.30 36200.00 467.53 .00 439.30 9400.00 460.12 · 00 439.30 13200.00 462.25 .00 439.30 14900.00 463.42 .00 439.30 36200.00 467.97 .00 440.00 10000.00 463.62 .00 440.00 11800.00 465.53 .00 440.00 15600.00 465.99 .00 440.00 36200.00 469.50 .00 441.00 10000.00 464.47 .00 441.00 13800.00 466.22 .00 441.00 15600.00 466.70 .00 441.00 36200.00 470.34 .00 441.88 10000.00 464.76 .00 441.88 13800.00 466.49 .00 441.88 15600.00 466.99 .00 441.88 36200.00 470.77 .00 442.00 10000.00 464.47 .00 442.00 13800.00 466.21 .00 442.00 15600.00 466.71 .00 442.00 36200.00 470.54 .00 442.00 10000.00 464.98 .00 442.00 13800.00 466.65 .00 442.00 15600.00 467.15 .00 442.00 36200.00 470.73 .00 442.00 9900.00 464.80 .00 442.00 13700.00 466.53 .00 442.00 15400.00 467.05 .00 442.00 36200.00 470.85 .00 440.00 6600.00 466.07 .00 440.00 9100.00 467.68 .00 440.00 10200.00 468.20 .00 440.00 36200.00 472.24 .00 445.60 5300.00 468.76 .00 445.60 8000.00 470.14 .00 445.60 9800.00 470.69 .00 445.60 36200.00 476.14 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELMIN Q CWSEL CRIWS .00 446.50 4000.00 469.54 .00 446.50 7000.00 471.33 .00 446.50 9400.00 472.00 .00 446.50 36200.00 477.44 .00 448.00 4000.00 469.83 .00 448.00 7000.00 471.81 .00 448.00 9400.00 472.57 .00 448.00 36200.00 477.88 .00 452.40 4000.00 470.17 .00 452.40 7000.00 472.33 .00 452.40 9400.00 473.25 .00 452.40 36200.00 478.39 .00 449.00 4000.00 470.92 .00 449.00 7000.00 473.52 .00 449.00 9400.00 474.50 .00 449.00 36200.00 479.30 .00 .00 .00 .00 .00 ,00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 459.82 461.60 462.45 467.38 460.63 462.62 463.50 468.01 460.85 462.93 463.80 468.14 463.96 465.79 466.25 469.80 464.54 466.29 466.78 470.49 464,86 466.58 467.09 470.97 465.13 466.84 467.36 471.29 465.22 466.92 467.44 471.38 465.36 467.04 467.55 471.45 466.31 467.92 468.43 472.85 468.85 470.22 470.78 476.26 469.62 471.40 472.08 477.53 469.88 471.91 472.68 477.93 470.41 472.76 473.67 478.63 471.10 473.79 474.79 479.47 6.18 6.85 6.48 6.19 10*KS 22.33 31.10 34.99 16.16 21.01 23.32 15.66 6.47 11.72 9.42 9.69 10.27 2.67 2.49 2.68 4.12 2.98 2.79 2.95 4.62 14.54 13.48 13.90 16.17 6.75 7.38 8.03 13.43 12.34 11.04 11.06 12.90 5.34 5.18 5.20 13.36 2.69 2.70 2.97 3.71 2,89 3257.03 3780.15 3,26 4049.11 5043.44 3.29 4530,91 5853.32 3.94 11381.78 14547.00 PA~E 76 VCH ARF.~ .01K 6.96 1351.08 1989.05 8.31 1587.73 2367.03 8.71 1710.37 2518.88 6.95 8293.96 9005.43 6.86 1369.74 2050.85 6.97 2666.33 2733.36 5.70 4231.72 3765.25 4.60 12841.33 14233.00 5.29 2729.88 2921.29 4.94 4343.25 4495.46 5.12 4813.06 5011.60 6.13 10334.39 11295.33 2.71 5410.88 6115.12 2.79 7432.61 8751.17 2.88 8022.02 9536.99 4.09 13058.60 17827.61 3.06 5010.75 5790.59 3.19 6673.90 8259.24 3.34 7183.56 9084,92 4.81 11332.31 16844.50 6.65 1884.07 2622.94 6.96 3114.38 3758.93 7.22 3528.99 4184.88 9.03 7193.80 9002.09 3.94 2966.87 3848.69 4.34 3610.26 5080.73 4.60 3877.73 5506.23 6.98 6036.22 9877.64 6.22 2087.39 2818.75 6.38 3376.96 4123.98 6.54 3817.29 4629.76 8.16 7507.90 10077.22 4.26 2066.31 2855.23 4.48 3231.38 3997.10 4.57 3649.59 4472.91 8.40 7303.98 9903.83 2.96 3422.56 3234.22 3.15 5378.01 4871.27 3.37 6208.49 5689.79 4.55 15209.52 18782.92 PAGE 77 10*KS VCH ~ .01K 1.81 4,58 4.95 3,43 1.05 1.70 2.17 1.61 6.54 10.14 10.66 8.08 4.02 5.85 6.68 5.38 2.21 2133.68 2974.22 2.37 4038.66 3271.29 2.63 4986.88 4225.20 3.21 16740.62 19532.02 2.06 2372.82 3912.91 2,84 4004.78 5371.75 3.30 5309.64 6377.99 3.36 25500.68 28558.97 3.95 1013.53 1563.55 5.44 1902.46 2198.26 5.83 3092.12 2878,39 6.22 13048.42 12735.89 3.54 1306,24 1995.93 4.58 2249.39 2894.13 5.06 3393.98 3638.1C 5.39 14794.76 15606.72 16AU~96 13:42:54 PAGB 78 DENTON CREEK, T~XAS S~SMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS 25530.000 12800.00 451.01 .00 .00 .00 25530.000 18200.00 452.29 1.28 .00 .00 25530.000 20600.00 453.52 1.23 .00 .00 25530.000 36200.00 455.89 2.37 .00 .00 25770.000 12800.00 451.29 .00 .28 .00 25770.000 18200.00 452.74 1.44 .45 .00 25770.000 20600.00 453.97 1.23 .45 .00 25770.000 36200.00 456.85 2.88 .96 .00 26830.000 13300.00 451.71 .00 .42 .00 26830.000 18900.00 453.40 1.69 .66 .00 26830.000 21300.00 454.69 1.29 .72 .00 26830.000 36200.00 458.31 3.62 1.46 .00 26880.000 13300.00 451.88 .00 .17 .00 26880.000 18900.00 453.51 1.63 .12 .00 26880.000 21300.00 454.71 1.20 .02 .00 26880.000 36200.00 %58.55 3.84 .24 .00 27165.000 13300.00 452.17 .00 .29 .00 27165.000 18900.00 454.03 1.86 .52 .00 27165.000 21300.00 455.24 1.21 .53 .00 27165.000 36200.00 458.80 3.56 .25 .00 27449.000 13300.00 452.45 .00 .28 .00 27449.000 18900.00 454.21 1.76 .18 .00 27449.000 21300.00 455.35 1.15 .11 .00 27449.000 36200.00 458.88 3.53 .08 .00 27748.000 13300.00 452.55 .00 .09 .00 27748.000 18900.00 454.29 1.75 .08 .00 27748.000 21300.00 455.42 1.13 .07 .00 27748.000 36200.00 458.93 3.51 .05 .00 27992.000 13300.00 452.61 .00 .06 .00 27992.000 18900.00 %54.35 1.7% .05 .00 27992.000 21300.00 455.48 1.13 .06 .00 27992.000 36200.00 458.99 3.51 .06 .00 28168.000 13300.00 452.69 .00 .08 .00 28168.000 18900.00 454.42 1.73 .07 .00 28168.000 21300.00 455.53 1.11 .05 .00 28168.000 36200.00 459.04 3.51 .04 .00 i 16AUG96 13:42:54 SBCNO Q CWSBL DIFWSP DIFWSX DIF~S 28492.000 13300.00 452.74 .00 .06 .00 28492.000 18900.00 454.47 1.72 .05 .00 28492.000 21300.00 455.57 1.10 .04 .00 28492.000 36200.00 459.08 3.50 .04 .00 28720.000 13300.00 452.80 .00 .05 .00 28720.000 18900.00 454.52 1.72 .05 .00 28720.000 21300.00 455.62 1.10 .05 .00 28720.000 36200.00 459.12 3.50 .04 .00 * 28890.000 13300.00 452.80 .00 .01 .00 * 28890.000 18900.00 454.55 1.74 .03 .00 * 28890.000 21300.00 455.65 1.10 .03 .00 28890.000 36200.00 459.15 3.51 .03 .00 29124.000 13300.00 452.85 .00 .05 .00 29124.000 18900.00 454.53 1.68 -.01 .00 29124.000 21300.00 455.70 1.17 .06 .00 29124.000 36200.00 459.25 3.54 .09 .00 29651.000 13300.00 453.50 .00 .65 .00 29651.000 18900.00 455.22 1.72 .69 .00 29651.000 21300.00 456.24 1.02 .54 .00 29651.000 36200.00 459.65 3.41 .41 .00 29831.000 13300.00 453.65 .00 .15 .00 29831.000 18900.00 455.34 1.69 .12 .00 29831.000 21300.00 456.33 .99 .09 .00 TOPWID 216.69 226.37 235.67 248.00 253.17 263.69 272.69 285.00 256.77 1104.81 1199.25 1516.80 292.57 322.6% 1173.21 1710.09 1255.42 1362.34 1418.55 1604.14 1170.49 1417.15 1551.59 1740.59 1345.54 1404.20 1445.81 1691.04 1257.10 1310.22 1344.42 1468.71 1210.32 1269.55 1313.08 1463.68 TOP, ID 1114.02 1177.01 1220.21 1372.92 1024.32 1064.62 1095.73 1217.36 1019.57 1049.40 1077.65 1172.57 540.02 945.77 984.06 1166.19 841.65 942.76 1020.00 1597.87 727.21 825.86 857.57 .00 .00 .00 .00 240.00 240.00 240.00 240.00 1010.00 1010.00 1010.00 1010.00 50.00 50.00 50.00 S0.00 284.00 284.00 284.00 284.00 284.00 284.00 284.00 284.00 299.00 299.00 299.00 299.00 244.00 244.00 244.00 244.00 176.00 176.00 176.00 176.00 324.00 324.00 324.00 324.00 228.00 228.00 228.00 228.00 170.00 170.00 170.00 170.00 234.00 234.00 234.00 234.00 527.00 527.00 527.00 527.00 180.00 180.00 180.00 PAGE 79 29831.000 36200.00 459.73 3.40 * 30027.000 13300.00 453.68 * 30027.000 18900.00 455.38 * 30027.000 21300.00 456.38 * 30027.000 36200.00 459.75 30384.000 13300.00 453.95 30384.000 18900.00 455.78 30384.000 21300.00 456.74 * 30384.000 36200.00 460.20 30604.000 13300.00 454.33 30604.000 18900.00 456.44 30604.000 21300.00 457.42 * 30604.000 36200.00 461.01 * 30958.000 13300.00 454.95 * 30958.000 18900.00 457.03 * 30958.000 21300.00 457.93 * 30958.000 36200.00 461.41 i 16AU~96 13:42:54 SECNO Q CWSEL * 31335.000 13300.00 454.23 * 31335.000 18900.00 456.64 * 31335.000 21300.00 457.83 * 31335.000 36200.00 461.47 * 32150.000 13300.00 456.60 * 32150.000 18900.00 456.99 32150.000 21300.00 457.91 32150.000 36200.00 461.35 32200.000 13300.00 456.50 32200.000 18900.00 456.80 32200.000 21300.00 457.71 32200.000 36200.00 460.56 32230.000 13300.00 456.54 32230.000 18900.00 456.98 32230.000 21300.00 457.91 * 32230.000 36200.00 463.79 * 32250.000 9400.00 457.58 32250.000 13200.00 459.11 32250.000 14900.00 460.31 * 32250.000 36200.00 466.42 * 32305.000 9400.00 457.39 * 32305.000 13200.00 458.94 * 32305.000 14900.00 460.15 32305.000 36200.00 466.45 * 32725.000 9400.00 458.46 * 32725.000 13200.00 460.15 * 32725.000 14900.00' 461.18 32725.000 36200.00 466.61 33145.000 9400.00 458.85 33145.000 13200.00 460.54 33145.000 14900.00 461.50 33145.000 36200.00 466.73 33470.000 9400.00 459.05 33470.000 13200.00 460.78 33470.000 14900.00 461.71 33470.000 36200.00 466.79 34260.000 9400.00 459.69 34260.000 13200.00 461.44 34260.000 14900.00 462.28 34260.000 36200.00 467.18 I 16AUG96 13: 42: 54 SECNO Q CWSEL * 34850.000 9400.00 459.88 * 34850.000 13200.00 461.55 * 34850.000 14900.00 462.32 * 34850.000 36200.00 467.53 .00 1.71 .99 3.38 .00 1.83 .97 3.45 .00 2.12 .98 3.59 .00 2.07 .90 3.48 .O8 .O3 .04 .OS .02 .27 .39 .37 .44 .38 .67 .68 .81 .62 .58 .51 .40 .00 1561.92 180.00 .00 555.16 196.00 .00 627.76 196.00 .00 680.98 196.00 .00 965.40 196.00 .00 325.16 357.00 .00 384.19 357.00 .00 429.26 357.00 .00 1011.48 357.00 .00 447.02 '220.00 .00 721.55 220.00 .00 825.02 220.00 .00 1381.00 220.00 .00 831.58 354.00 .00 1035.29 354.00 .00 1140.63 354.00 .00 1421.05 354.00 DIFWSP DIFWSX DIFKWS TOPWID XLCH .00 2.41 1.19 3.64 .00 .40 .92 3.44 .00 .30 .91 2.85 .00 .44 .93 5.88 .00 1.52 1.20 6.11 - .72 - .38 -.10 .06 2.36 .35 .08 - .12 -.10 - .20 - .21 -.79 .00 332.36 377.00 .00 953.24 377.00 .00 1022.21 377.00 .00 1156.00 377.00 .00 242.69 170.00 .00 253.67 170.00 .00 375.99 170.00 .00 2053.18 170.00 .00 153.82 50.00 .00 156.84 50.00 .00 165.96 50.00 .00 202.51 50.00 .04 .00 154.20 50.00 .18 .00 158.65 50.00 .20 .00 168.00 50.00 3.23 .00 823.63 50.00 1.05 2.13 2.40 2.63 -.19 - .17 -.16 .03 1.07 1.22 1.04 .16 .00 1.55 1.21 6.30 .00 1.69 1.03 5.43 .00 1.69 .96 5.22 .00 1.73 .93 5.08 .00 1.75 .84 4.90 .39 .39 .32 .11 .20 .24 .21 .07 .64 .65 .56 .38 .00 290.55 1.00 .00 951.58 1.00 .00 1263.17 1.00 .00 2913.10 1.00 .00 264.81 55.00 .00 320.89 55.00 .00 506.02 55.00 .00 3881.69 55.00 .00 482.60 420.00 .00 845.48 420.00 .00 1563.96 420.00 .00 3678.92 420.00 .00 379.00 420.00 .00 1106.53 420.00 .00 1325.54 420.00 .00 3714.57 420.00 .00 660.85 325.00 .00 1124.47 325.00 .00 1465.95 325.00 .00 2537.00 325.00 .00 418.65 790.00 .00 534.92 790.00 .00 588.75 790.00 .00 1845.00 790.00 DIFWSP DIFWSX DIFKWS TOPWID xLCH .00 1.67 .77 5.22 .19 .11 .04 .36 .00 131.25 590.00 .00 152.93 590.00 .00 168.92 590.00 .00 1575.00 590.00 PAGE 80 PAGE 81 34950.000 9400.00 460.12 34950.000 13200.00 462.25 * 34950.000 14900.00 463.42 * 34950.000 36200.00 467.97 * 36970.000 10000.00 463.62 * 36970.000 13800.00 465.53 36970.000 15600.00 465.99 36970.000 36200.00 469.50 * 38200.000 10000.00 464.47 * 38200.000 13800.00 466.22 * 38200.000 15600.00 466.70 * 38200.000 36200.00 470.34 39290.000 10000.00 464.76 39290.000 13800.00 466.49 39290.000 15600.00 466.99 39290.000 36200.00 470.77 * 39440.000 10000.00 464.47 * 39440.000 13800.00 466.21 * 39440.000 15600.00 466.71 * 39440.000 36200.00 470.54 * 39490.000 10000.00 464.98 39490.000 13800.00 466.65 39490.000 15600.00 467.15 39490.000 36200.00 470.73 39540.000 9900.00 464.80 39540.000 13700.00 466.53 39540.000 15400.00 467.05 39540.000 36200.00 470.85 40650.000 6600.00 466.07 40650.000 9100.00 467.68 40650.000 10200.00 468.20 40650.000 36200.00 472.24 48000.000 5300.00 468.76 48000.000 8000.00 470.14 48000.000 9800.00 470.69 * 48000.000 36200.00 476.14 I 16AUG96 13:42: 54 SEC/qO Q CWSEL 51350.000 4000.00 469.54 * 51350.000 7000.00 471.33 S1350.000 9400.00 472.00 51350.000 36200.00 477.44 53350.000 4000.00 469.83 * 53350.000 7000.00 471.81 * 53350.000 9400.00 472.57 * 53350.000 36200.00 477.88 * 55590.000 4000.00 470.17 * 55590.000 7000.00 472.33 * 55590.000 9400.00 473.25 * 55590.000 36200.00 478.39 56940.000 4000.00 470.92 56940.000 7000.00 473.52 56940.000 9400.00 474.50 56940.000 36200.00 479.30 i 16AUG96 13:42: 54 .00 .24 .00 129.41 100.00 2.14 .71 .00 1096.88 100.00 1.17 1.10 .00 1661.70 100.00 4.54 .43 .00 1955.00 100.00 .00 3.50 .00 691.39 2020.00 1.91 3.28 .00 992.25 2020.00 .45 2.56 .00 1085.02 2020.00 3.51 1.53 .00 1700.74 2020.00 .00 .85 .00 1122.35 1230.00 1.75 .6B .00 1192.90 1230.00 .49 .72 .00 1222.53 1230.00 3.64 .84 .00 1501.93 1230.00 .00 .29 .00 930.51 1090.00 1.72 .27 .00 1003.06 1090.00 .50 .29 .00 1026.91 1090.00 3.78 .43 .00 1160.72 1090.00 .00 -.29 .00 591.62 150.00 1.74 -.27 .00 801.80 150.00 .50 -.27 .00 848.16 150.00 3.83 -.23 .00 1017.00 150.00 .00 .51 .00 475.07 50.00 1.67 .44 .00 533.96 50.00 .49 .43 .00 551.15 50.00 3.59 .19 .00 658.20 S0.00 .00 -.18 .00 641.84 50.00 1.74 -.12 .00 834.81 50.00 .52 -.10 .00 872.92 50.00 3.80 .12 .00 1023.33 50.00 .00 1.27 .00 621.26 1110.00 1.61 1.15 .00 793.19 1110.00 · 52 1.15 .00 826.54 1110.00 4.04 1.39 .00 993.58 1110.00 .00 2.69 .00 1293.39 7350.00 1.38 2.46 .00 1485.76 7350.00 .55 2.49 .00 1538.61 7350.00 5.45 3.90 .00 1776.35 7350.00 DIFWSP DIFWSX DIFKWS TOPWID XLCH · 00 .78 .00 673.17 3350.00 1.79 1.19 .00 1382.92 3350.00 .67 1.31 .00 1438.65 3350.00 5.44 1.30 .00 2452.90 3350.00 .00 .28 .00 333.61 2000.00 1.99 .48 .00 1389.42 2000.00 · 76 .57 .00 2182.61 2000.00 5.31 .44 .00 4228.85 2000.00 · 00 .34 .00 88.88 2240.00 2.16 .52 .00 1167.94 2240.00 .92 .68 .00 1412.63 2240.00 5.14 .51 .00 2300.54 2240.00 .00 .75 .00 170.42 1350.00 2.60 1.19 .00 876.02 1350.00 .99 1.25 .00 1465.27 1350.00 4.80 .91 .00 2585.62 1350.00 PAGE PAGE 82 SU'b~4ARY OF ERRORS AND SPECIAL NOTES WARNING SECNO- 26830.000 PROFILE- WARNING SECNO- 27165.000 PROFILE- WARNING SECNO- 27449.000 PROFILE- WARNING SECNO- 28890.000 PROFILE- WARNING SECNO- 28890.000 PROFILE= WARNING SECNO- 28890.000 PROFILE- i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE P,A/qGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO- WARNING SECNO= WARNING SECNO= WARNING SECNO= WARNING SECNO= CAUTION SBCNO- CAUTION SECNO- WARNING SECNO- WARNING SECNO- WARNING SECNO= WARNING SECNO= WARNING SECNO= CAUTION SECNO= WARNING SECNO- WARNING SECNO- WARNING SECNO- WARNING SECNO- WARNING SECNO- WARNING SECNO- WARNING SECWO- WARNING SECNO- WARNING SECNO- WARNING SECNO= WARNING SSCNO- WARNING SECNO= I 16AUG96 30027.000 30027.000 30027.000 30027.000 30384.000 30604.000 30958.000 30958.000 30958.000 30958.000 31335.000 31335.000 31335.000 31335.000 31335.000 32150.000 32150.000 32230.000 32250.000 32250.000 32305.000 32305.000 32305.000 32725.000 32725.000 32725.000 34850.000 34850.000 34850.000 34850.000 13:42:54 PROFILE- PROFILEi PROFILE- PROFILE- PROFILE- PROFILE- PROFILE= 1 PROFILE= 2 PROFILE= 3 PROFILE= 4 PROFILE= 1 PROFILE- 1 PROFILE- 2 PROFILE- 3 PROFILE- 4 PROFILE= 1 PROFILE- 2 PROFILE- 4 PROFILE= 1 PROFILE- 4 PROFILE- 1 PROFILE- 2 PROFILE- 3 PROFILE= 1 PROFILE- 2 PROFILE- 3 PROFILE- 1 PROFILE- 2 PROFILE- 3 PROFILE- 4 i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE C~ANGE OUTSIDE ACCEPTABLE RAI~GE CONVEYANCE CT. ANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CRITIC3%L DEPTH ASSUMED MINIMUM SPECIFIC ENERGY CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEY~NCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 20 TRIALS ATTEMPTED TO BALANCE WSEL CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 84 WARNING SECNO- WARNING SECNO- WARNING SECNO- WARNING SEC~O- WARNING SECNO- WARNING SECNO- WARNING SE~O- W~ING SE~O- W~ZNG SE~O- W~I~ SE~O- W~I~ SE~O- W~I~ SE~O- W~I~ SE~O- W~I~ SE~O- W~ZNG SE~O- W~I~ SE~O- W~ING SE~O- W~I~ SE~O- W~ING SE~O- W~I~ SE~O- W~I~ SE~O- W~ING SE~O- 34950.000 34950.000 36970.000 36970.000 38200.000 38200.000 38200.000 38200.000 39440.000 39440.000 39440.000 39440.000 39490.000 48000,000 51350.000 53350.000 53350.000 53350.000 55590.000 55590.000 55590.000 55590.000 PROFILE= PROFILE- PROFILE= PROFILE- PROFILE- PROFILE- PROFILE- PROFILE- PROFILE= PROFILE= PROFILE- PROFILE- PROFILE- PROFILE- PROFI]SE- PROFILE- PROFILE- PROFILE= PROFILE- PROFILE- PROFILE- PROFILE- 3 4 1 2 1 2 3 4 1 2 3 4 1 4 2 2 3 4 1 2 3 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE BANGS CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE COI~Y;~NCE C"~IANGE OUTSIDE ACCEPTABLE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE Appendix G Revised (proposed) Floodway HEC-2 Model (PROPDCFL.out) * HEC-2 WATER SURFACE PROFILES * Version 4.6.2; May 1991 * RUN DATE 16AUG96 TIME 13:39:46 * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616-4687 * (916) 756-1104 16AUG96 13:39:46 X X XXXXXXX XXXXX X X X X X X X X X XXXXXXX XXXX X X X X X X X X X X X X XXXXXXX XXXXX ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* T1 DENTON CREEK - REVISED (PROPOSED) CONDITIONS (AVO 15254) NATURAL RUN T2 DENTON CREEK - 100 YR DISCHARGE PROFILE FIS - FLOODWAY MODEL T3 DENTON CREEK, TEXAS FILE: pROPDCFL.DAT T4 ANDREW BROWN JR. PARK W~ST CLOMR 07/18/96 SBH J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q 0 4 0 0 0 0 0 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW i 0 -1 J3 VARIABLE CODES FOR SU~T~%RY PRINTOUT 110 150 200 MODEL DEVELOPED FROt4 FIS REPLICATION FILE DCBFL (89123N4F) WITH CROSS SECTIONS 268+80 THROUGH 313+35 INSERTED FRO~4 PROPOSED GRADING PLAN FORTHE COPPELLCO~94UNITY PARK. ~.. QT 8 20600 20600 20600 20600 20600 20600 NC .055 .055 .035 .1 .3 ET 2494. 2742. 2.1 7.1 2494. Xl 25530 45 2495.2 2742.67 700 560 700 (~R 469.5 500 460.5 600 455.6 700 452.9 ~., GR 449.9 1000 451.1 1100 450.6 1200 451.3 GR 451 1500 451.4 1600 451.6 1700 451.5 GR 453.1 2000 453.4 2100 454.2 2200 454.3 GR 455.33 2495.2 436.63 2570 436.63 2627.2 434.5 GR 454.8 2742.67 453.5 2780 455.0 2880 456.5 __ GR 457.8 3240 457.8 3315 457.8 3395 457.2 GR 456.9 3680 458.0 3825 458.4 3905 458.7 GR 457 4200 456.5 4300 455.1 4400 454.9 ET 2495 2780 2.1 7.1 2495 ~_ Xl 25770 40 2495.2 2780 240 240 240 GR 469.5 500 460.5 600 455.6 700 452.9 GR 449.9 1000 451.1 1100 450.6 1200 451.3 GR 451 1500 451.4 1600 451.6 1700 451.5 GR 453.1 2000 453.4 2100 454.2 2200 454.3 GR 455.33 2495.2 436.73 2570 436.73 2650 434.6 "" GR 456.0 2780 456.8 2845 456.8 3060 457.6 GR 457.7 3370 457.7 3420 457.3 3445 457.3 GR 457.1 3540 456 3555 456 3590 459.6 1 16AUG96 13:39:46 XXXXX X X X XXXXX X X XXXXXXX THTS RUN EXECUTED 16AUG96 WSEL FQ 453.5205 CHNIM ITRACB 20600 20600 2743. 800 450.4 1300 450.8 1800 452.7 2300 455 2630 434.40 3020 456.8 3540 455.9 4000 457.7 4500 453.8 2780 0 800 450.4 1300 450.8 1800 452.7 2300 455 2660 434.60 3210 457.8 3490 457.1 3600 457.7 QT 8 21300 21300 21300 21300 21300 21300 21300 21300 NH 5 .055 2619.58 .035 2818.65 .055 2900 .035 3100 PAGE I 13:39:46 900 1400 1900 2400 2670 3100 3620 4100 4600 900 1400 1900 2400 2710 3230 3515 4360 PAGE .055 NH 5200 NOTB: (3It POTNTS 3500, 3650, AND 3920 CORRECTIONS PROV'rDED VEPJ3ALLY TN OCTOBER 1992. CORRE~:i'~sL~ PBR D~t~BBRRY-D~VIS FTS UPDATE BT 2619, 5200. 2,1 11 26830 42 2619,58 3100 1030 GR 464,9 550 461.9 600 459,1 GR 451,7 1000 451,3 1100 451,2 G~ 452,8 1500 452,8 1600 452,4 GR 453,3 2000 454,2 2100 454,4 GR 455.9 2500 457,6 2600 457.35 GR 456,91 2818,65 457,8 2900 451,6 GR 436,5 3062 452 3100 454 GR 452,0 3500 452 3650 452,0 OR 461,9 5100 465 5200 ~.~CROSS SECTION - 16 APRIL '92 7,1 2619,58 960 1010 700 455.9 1200 450,9 1700 453,2 2200 455,3 2619,58 436,74 3000 448.7 3200 452 3920 456.3 SECTIONS 268+80 THRU 313+35 FRON PROPOSED GRRDING PLJ~N ~ THS COPPEIEa C0t4~ITY PARK. AHH~. SECTIONS 268+80 THROU(]H 313+35 R.O.B. FLOODWAY SET AT 100 YEAR C~SBT~ END STATION BEGIN PROPOSED PARK IMPROVEMENTS 3200. 800 1300 1800 2300 2702 3005 3230 4000 452,9 451.1 453.1 456 436,74 436,3 452 460 900 1400 1900 2400 2738 3027 3290 4250 NH 6 .05 1060,0 ,04 1241,0 ,065 1444.0 ,04 1521,0 ,07 NH 1634,0 ,045 2761.0 BT 7,1 1012,0 2668.71 Xl 26880 35,0 1012.0 1585,0 32 479 50 GR 461,5 1012,0 455,0 1038,0 450,0 1060,0 436,76 1113,0 436.76 1188,0 GR 450,0 1241,0 455.0 1265,0 457,0 1276,0 458,0 1286,0 458,7 1304,0 GR 458,0 1371,0 455,0 1407,0 450,*0 1444,0 436,2 1468,0 436,4 1488,0 GR 450,0 1521,0 455,0 1530,0 457,5 1585,0 457,0 1634,0 456,~ 1666,0 GR 455,4 1708,0 455,3 1767,0 455,0 1820,0 454,0 1889,0 453,8 2084,0 GR 454.0 2133.0 454.1 2214.0 454.0 2300.0 453.8 2327.0 454.0 2342.0 OR 454.2 2423.0 454.0 2481.0 454.0 2634.0 455.0 2683.0 459.0 2761.0 NH 4,0 ,0500 1038,0 ,0400 1189,0 ,0700 1433.0 ,0400 2658,0 BT 7,1 985.0 2610,10 11 27165 26.0 985.0 1308,0 240 201 284 GR 461,5 965.0 455,0 1011,0 450,0 1039,0 436,90 1090,0 436,1 GR 450.0 1189,0 455,0 1218,0 458,0 1239,0 458,5 1270,0 459,0 GR 459,0 1340,0 458,0 1381,0 455,0 1403,0 454,0 1408,0 453,0 GR 452,0 1433,0 451,0 1558,0 450,0 1683,0 449,0 1808,0 448,5 GR 449,0 2050,0 449,5 2166.0 449,0 2260,0 449.0 2360,0 450,0 GR 452,0 2505,0 455,0 2607,0 459,0 2658,0 1 16AUG96 13:39:46 1137,0 1308,0 1420,0 1909,0 2460,0 NH 8 .05 1054,0 .04 1199,0 ,065 1427,0 ,04 1499,0 ,07 NH 1544.0 ,04 2106,0 ,035 2490,0 ,040 2761,0 ET 7,1 1014,0 2736,39 Xl 27449 39,0 1014,0 1534,0 240 248 284 GR 460,3 1014,0 455.0 1035,0 450.0 1054,0 437,04 1104,0 437,04 1149,0 GR 450,0 1199,0 455.0 1220,0 456,0 1245,0 457,6 1280,0 455,0.~ _1322,0 GR 455,0 1354.0 456,4 1368,0 455,0 1413,0 450.0 1427,0 435.6 1470,0 GR 435,7 1485,0 450.0 1499,0 455,0 1521,0 457,5 1534,0 455,0 1544,0 GR 453,0 1610,0 453,0 1668,0 452.0 1826,0 451,0 1944,0 450,0 2042,0 GR 449.0 2066.0 446.6 2106.0 446.6 2150.0 446.6 2183.0 446.6 2415.0 GR 446,6 2430,0 446,6 2490,0 450,0 2590,0 451.0 2637,0 452,0 2657,0 GR 453,0 2687,0 454,0 2700,0 455,0 2734,0 459,0 2761,0 .O4 2767.54 1160.0 1371.0 1538,0 1616.0 1713.0 2083,0 2629.0 2789,0 EXPANSZON AREA 1583,0 437,18 459,0 435,3 452,0 452,4 448.0 448.0 APPROXIMATE LOCATION FIS SECTION 280+80 'n' VALUE LOWERED FOR PROPOSED CONDS. THRU LAK~ NH 8 ,05 1109.0 ,04 1253.0 ,065 1516,0 NH 1616,0 ,040 2252,0 ,035 2629.0 ,040 2789,0 BT 7.1 1071.0 X1 27748 39.0 1071.0 1606.0 324 262 299 GR 460.0 1071.0 455.0 1091.0 450.0 1109.0 437.18 (~ 450.0 1253.0 455.0 1275.0 458.0 1286.0 458.0 6H~ 459.2 1441.0 455.0 1499.0 450.0 1516.0 435.2 G'~ 450.0 1583.0 455.0 1594.0 456.5 1606.0 455.0 (~R 451.0 1666.0 450.7 1681.0 451,0 1696.0 452.0 (IR 452.0 1836.0 451.0 1948.0 450.0 2045.0 449.0 GR 446.6 2252.0 446.6 2258.0 446.6 2259.0 446.6 GR 451.0 2683.0 452.0 2733.0 455.0 2765.0 459,0 'n' VA~U~ LOWERED THRU LAK~ EXPANSION AREA PAGE ,O7 1202,0 1426,0 1557,0 1644,0 1728.0 2149.0 2636,0 NH 8 .05 1081.0 .04 1224.0 .065 1391.0 .04 1482.0 .07 NH 1600.0 .040 2336.0 .035 2408.0 .040 2617.0 BT 7.1 1041.0 2589.88 Xl 27992 42.0 1041.0 1543.0 213 309 244 GR %60.0 1041.0 455.0 1061.0 450.0 1081.0 437.28 1132.0 437.28 1173.0 GR 450.0 1224,0 455.0 1243,0 459.0 1265,0 459,7 1302,0 459,7 1339,0 GR 459,0 1362,0 455.0 1375.0 450,0 1391,0 436.0 1410,0 435,6 1452,0 GR 450.0 1482.0 GR 455.0 1572.0 GR 447.4 1693.0 GR 449.0 2282.0 GR 448.0 2424.0 GR 455.0 2587.0 NH 10 .05 NH 1419.0 .040 NH 2496.0 X1 28168 32.0 G'R 460.0 1021.0 GR 450.0 1197.0 GR 436.6 1293.0 GR 455.0 1461.0 GR 446.6 2024.0 i 16AUGg~ 13:39:46 455.0 1508.0 458.0 1528.0 458.6 1543.0 458.0 1558.0 451.0 1600.0 450.0 1609.0 449.0 1631.0 448.0 1666.0 448.0 1721.0 449.0 1969.0 449.9 2050.0 449.9 2160.0 448.0 2322.0 446.6 2336.0 446.6 2340.0 446.6 2408.0 449.0 2444.0 450.0 2475.0 451.0 2526.0 452.0 2565.0 460.0 2617.0 1061.0 .04 1214.0 .065 1275.0 .04 1353.0 .07 1566.0 .035 2024.0 .040 2218.0 .035 2297.0 .04 7.1 1021.0 2470.91 1021.0 1419.0 167 223 176 455.0 1041.0 450.0 1061.0 437.36 1112.0 437.36 1146.0 455.0 1214.0 459.2 1241.0 455.0 1265.0 450.0 1275.0 438.9 1328.0 450.0 1353.0 455.0 1375.0 458.8 1419.0 453.0 1488.0 449.0 1525.0 448.0 1555.0 446.6 1566.0 448.0 2040.0 , 448.4 2125.0 448.0 2198.0 446.6 2218.0 GR 446.6 2297.0 GR 455.0 2468.0 APPROXIMATE LOCATION 448.0 2319.0 460.0 2496.0 SECTION 288+70 449.0 2339.0 450.0 2384.0 451.0 2437.0 QT 8 21300 21300 21300 21300 21300 21300 21300 21300 NH 8 .05 1259.0 .04 1401.0 .065 1503.0 .04 1572.0 .07 NH 1605.0 .040 1842.0 .035 2384.0 .040 2599.0 BT 7.1 1215.0 2578.64 Xl 28492 32.0 1215.0 1605.0 406 307 324 (IR 460.0 1215.0 460.0 1216.0 455.0 1237.0 450.0 1259.0 437.50 1309.0 GR 437.50 1351.0 450.0 1401.0 455.0 1416.0 457.0 1424.0 457.4 1439.0 GR 457.0 1465.0 455.0 1492.0 450.0 1503.0 437.6 1518.0 436.3 1536.0 GR 450.0 1572.0 455.0 1583.0 459.2 1605.0 455.0 1650.0 453.0 1689.0 GR 450.0 1735.0 449.0 1782.0 448.0 1822.0 446.6 1842.0 446~6 2384.0 GR 448.0 2447.0 449.0 2490.0 450.0 2522.0 451.0 2544.0 453.0 2566.0 GR 455.0 2576.0 460.0 2599.0 PAGE NH 10 .0S 1321.0 .04 1537.0 .065 1576.0 .04 1643.0 .07 NH 1689.0 .040 1830.0 .035 1945.0 .040 2150.0 .035 2350.0 .04 NH 2543.0 7.1 1280.0 2516.67 Xl 28720 40.0 1280.0 1689.0 173 338 228 GR 460.0 1280.0 460.0 1281.0 455.0 1301.0 450.0 1321.0 437.62 1372.0 GR 437.62 1415.0 450.0 1466.0 455.0 1483.0 458.0 1495.0 459.0 1509.0 GR 459.7 1537.0 459.0 1552.0 455.0 1565.0 450.0 1576.0 437.5 1597.0 GR 436.8 1609.0 450.0 1643.0 455.0 1657.0 458.6 1689.0 455.0 1711.0 C. LR 450.0 1746.0 449.0 1758.0 448.0 1806.0 446.6 1830.0 446.6 1945.0 GR 448.0 1985.0 449.0 2010.0 449.0 2115.0 448.0 2140.0 446.6 2150.0 GR 446.6 2350.0 450.0 2388.0 451.0 2417.0 452.0 2423.0 452.0 2443.0 GR 450.0 2456.0 450.0 2486.0 452.0 2501.0 455.0 2513.0 460.0 2543.0 NH 6 .05 NH 1699.0 .040 ET Xl 28890 45.0 GR 462.0 1289.0 GR 437.71 1433.0 GR 459.0 1564.0 GR 437.1 1637.0 GR 460.0 1709.0 61R 448.0 1802.0 GR 450.0 2253.0 GR 451.0 2457.0 GR 456.5 2555.0 1339.0 .04 1482.0 .065 1610.0 .04 1666.0 .075 2703.0 2526 2.1 7.1 1289.0 2526.00 1289.0 1696.0 153 194 170 460.0 1297.0 455.0 1317.0 450.0 1339.0 437.71 1388.0 450.0 1482.0 455.0 1499.0 459.0 1516.0 459.5 1539.0 456.0 1581.0 455.0 1596.0 450.0 1610.0 437.5 _ 1633.0 450.0 1666.0 455.0 1677.0 460.0 1696.0 460.~ 1699.0 455.0 1732.0 451.0 1749.0 450.0 1759.0 449.0 1775.0 449.0 1837.0 450.0 2012.0 451.0 2079.0 451.0 2236.0 448.0 2268.0 448.0 2273.0 450.0 2293.0 450.0 2411.0 451.2 2459.0 449.0 2495.0 449.0 2526.0 456.5 2526.0 453.6 2555.0 453.6 2571.0 455.0 2629.0 460.0 2703.0 SECTION 296+10 APPROXIMATE LOCATION FIS 1654.0 .040 2490.0 NH 4 .05 1318.0 .04 1542.0 .07 ET 7.1 1264.0 2359.22 Xl 29124 29 1264.0 1620.0 161 337 234 GR 462.0 1264.0 460.0 1272.0 455.0 1293.0 450.0 1318.0 437.83 GR 437.83 1409.0 449.5 1456.0 437.4 1488.0 437.6 1512.0 450.0 GR 455.0 1577.0 459.0 1620.0 459.0 1654.0 455.0 1673.0 451.0 GR 450.5 1705.0 451.0 1715.0 452.0 1755.0 453.0 1846.0 453.8 GR 453.0 2184.0 452.0 2284.0 451.8 2318.0 452.0 2328.0 453.0 1 16AUG96 13:39:46 1367.0 1542.0 1693.0 2015.0 2333.0 PAGE OR 454.0 2340.0 455.0 2345.0 459.0 2426.0 460.0 2490.0 NH 10 .05 1219.0 .04 1410.0 .065 1529.0 .04 1597.0 .07 NH 1620.0 .040 1735.0 .040 1780.0 .040 2486.0 .075 2604.0 .045 NH 2777.0 7.1 1168.0 2590.89 X1 29651 48.0 1168.0 1615.0 600 404 527 GR 462.0 1168.0 460.0 1176.0 455.0 1196.0 450.0 1219.0 438.06 1267.0 GR 438.06 1320.0 450.0 1368.0 455.0 1387.0 459.0 1410.0 459.0 1427.0 GR 458.0 1471.0 455.0 1497.0 450.0 1529.0 438.8 1550.0 438.9 1571.0 GR 450.0 1597.0 455.0 1605.0 45?.0 1610.0 457.4 1615.0 457.0 1620.0 GR 455.0 1625.0 450.0 1670.0 449.0 1710.0 449.0 1735.0 450.0 1790.0 GR. 450.8 1932.0 450.0 2102.0 449.8 2115;0 449.7 2135o0 449.8 2156.0 GR 449.9 2162.0 450.0 2170.0 455.0 22i0.0 457.0 2228.0 458.0 2331.0 GR 458.0 2403.0 455.0 2486.0 454.0 2494.0 454.0 2502.0 457.0 2523.0 GR 457.0 2558.0 455.0 2566.0 453.0 2573.0 453.0 2577.0 455.0 2585.0 GR 459.0 2604.0 459.0 2772.0 460.0 2777.0 1~I 10 .05 1175.0 NH 1654.0 .040 1770.0 Nil 2771.0 ~T 11 29831 47 1147.0 GR 462.0 1147.0 460.0 GR 438.14 1296.0 450.0 GR 460.0 1421.0 459.0 GR 439.3 1518.0 450.0 OR 459.8 1586.0 455.0 GR 449.0 1735.0 447.9 GR 457.0 2139.0 458.0 GR 458.0 2388.0 455.0 GR 459.0 2434.0 459.0 GR 458.0 2763.0 460.0 APPROXIH~'rB IA)CATION FIS SECTION .04 .035 1570.0 1155.0 1343.0 1444.0 1543.0 1607.0 1770.0 2239.0 2396.0 2476~0 2771.0 305+70 1421.0 2090.0 171 455.0 455.0 455.0 455.0 455.0 447.9 458.0 452.0 458.0 ·065 · 045 7.1 197 1175.0 1361.0 1462.0 1552.0 1654.0 2090.0 2277.0 2400.0 2536.0 1480.0 2396.0 1147.0 180 450.0 460.0 450.0 457.0 451.0 450.0 457.0 452.0 457.3 .04 .075 2421.32 1197.0 1377.0 1480.0 1557.0 1684.0 2100.0 2307.0 2408.0 2582.0 1543.0 2434.0 438.14 461.0 439.3 458.0 450.0 455.0 458.0 455.0 457.3 .07 .045 1244.0 1386.0 1498.0 1570·0 1712.0 2127.0 2343.0 2415.0 2725.0 NH 8 .05 1176.0 .04 1314.0 .065 1420.0 .04 1476.0 .07 NH 1672.0 .045 1940.0 .035 1975.0 .045 2190.0 BT 7.1 1128.0 2140.64 11 30027 34 1128.0 1525.0 148 299 196 Git 462.0 1128.0 460.0 1136.0 455.0 1156.0 450.0 1176.0 438.23 1223.0 GR 438.23 1267.0 450.0 1314,0 455.0 1340.0 458.2 1377.0 455.0 1409.0 GR 450.0 1420.0 439.8 1434.0 439.8 1453.0 450.0 1476.0 455.0 1493.0 GR. 460.0 1525.0 460.5 1548.0 460.0 1578.0 459.6 1619.0 459.6 1672.0 GR 459.0 1740.0 457.0 1758.0 456.0 1780.0 455.0 1790.0 451.0 1821.0 Git 450.0 1908.0 447.9 1940.0 447.9 1975.0 450.0 2028.0 453.0 2088.0 GR 454.0 2116.0 455.0 2131.0 459.0 2159.0 460.0 2190.0 1095.0 1694.0 .065 .045 7.1 NH 9 .05 NH 1668.0 .045 ~T 1 1320.0 1977.0 1045.0 .04 .07 .04 .07 1994.78 16AUG96 13:39:46 1377.0 2150.0 1225.0 1951.0 .07 P~R Xl 30384 46.0 1045.0 1447.0 371 410 357 GR 462.0 1045.0 460.0 1053.0 455.0 1073.0 450.0 1095.0 438.14 1142.0 GR 438.14 1178.0 450.0 1225.0 455.0 1246.0 459.0 1270.0 460.0 1287.0 GR 455.0 1307.0 450.0 1320.0 446.0 1328.0 446.0 1333.0 447.0 1371.0 GR 450.0 1377.0 455.0 1391.0 459.0 1413.0 460.0 1447.0 460.7 1481.0 GR 460.0 1504.0 460.0 1570.0 459.8 1640.0 459.0 1650.0 455.0 1658.0 G'R 450.0 1668.0 445.0 1673.0 445.0 1689.0 450.0 1694.0 455.0 1697.0 GR 460.0 1716.0 460.0 1756.0 461.3 1788.0 461.0 1800.0 459.0 1815.0 OR 458.0 1888.0 455.0 1930.0 450.0 1951·0 445.0 1958.0 445.0 1967.0 GR 450.0 1977.0 455.0 1982.0 458.0 2004.0 458.0 2077.0 458.0 2096.0 OR 460.0 2150.0 SBCTION 312+30 APPROXIMATE LOCATION FIS NH 10 .05 1063 .04 1187 .065 1247 .04 1301 .07 Nil 1469 .045 1496 .07 1601 .040 1831 .045 189~ _ 0.07 NH 2395 7.1 1014 2149.69 Xl 30604 49 1014 1350 269 319 220 OR 461.0 1014 460.0 1022 455.0 1042 450.0 1063 438.55 1109 GR 438.55 1141 450.0 1187 455.0 1211 455.8 1220 455.0 1230 GR 450.0 1244 449.0 1247 448.0 1273 447.0 1276 446.0 1282 GR 446.0 1295 447.0 1297 450.0 1301 455.0 1316 460.0 1340 OR 461.0 1350 461.0 1454 460.0 1457 455.0 1464 450.0 1469 OR 446.0 1473 446·0 1488 450.0 1496 455.0 1506 460.0 1527 GR 461.0 1582 461.0 1601 460.0 1618 455.0 1653 452.0 1730 OR 452.0 1751 455.0 1796 458.0 1831 458.0 1863 455.0 1867 OR 450.0 1876 447.0 1885 447.0 1895 450.0 1898 455.0 1917 GR 456.0 2048 458.0 2191 459.0 2247 461.0 2395 NH 7.0 .0500 1093.0 .0400 1183.0 .0700 1346.0 .0400 2028.0 .0700 NH 2157 .0450 2173 .0700 2504.0 BT 7.1 1048.0 2300.64 11 30958 33 1048.0 1285.0 303 302 354 GR 461.0 1048.0 460.0 1056.0 455.0 1076.0 450.0 1093.0 438.55 1134.0 OR 438.55 1142.0 450.0 1183.0 455·0 1192.0 460.0 1252.0 462.0 1285.0 OR 465.3 1298.0 450.0 1346.0 447.0 1362.0 446.5 1395.0 446.5 1456.0 GR 448.0 1496.0 448.0 1636.0 450.0 1682.0 451.5 1732.0 451.5 1800.0 GR 451.0 1940.0 453·0 1987.0 455.0 2000.0 458.0 2028.0 455.0 2071.0 OR 455.0 2146.0 448.0 2157.0 448.0 2173.0 450.0 2177.0 456.0 2196.0 OR 457.0 2232.0 459.0 2380.0 461.0 2504.0 Nil 7.0 .0500 1094.0 .0400 1176.0 .0700 1283.0 NH 2103.0 .0450 2124.0 .0700 2193.0 ET 7.1 1037.0 X1 31335 32 1037.0 1204.0 377 344 377 .040 2171.32 2090.0 .0700 GR 461.0 1037.0 460.0 1045.0 455.0 1065.0 450.0 1094.0 438.55 1130.0 GR 438.55 1140.0 450.0 1176.0 455.0 1184.0 460.0 1193.0 461.0 1204.0 GR 461.0 1228.0 460.0 1231.0 458.0 1250.0 458.0 1283.0 455.0 1310.0 GR 453.0 1342.0 453.0 1396.0 454.0 1486.0 455.0 1560.0 456.0 1600.0 GR 456.0 1739.0 456.0 1889.0 456.0 2029.0 457.6 2090.0 455.0 2097.0 GR 449.0 2103.0 449.0 2117.0 450.0 2124.0 456.0 2141.0 457.0 2168.0 GR 460.0 2180.0 461.0 2193.0 END AHHCROSS SECTION 16AU~96 13:39:46 PAGE CONTRACTION AND EXPANSION COEFFICIENTS INC~U~ASED TO CONTROL PROFILE DIPS OF GREATER THAN 0.50 FEET. NC .055 .055 .035 .5 .7 ET 3040. 6180. 2.1 7.1 Xl 32150 40 3400 3525 160 180 GR 470 1000 461 1600 461 1800 GR 457 2200 457 2220 459 2320 GR 457 2650 456.5 2680 459 2900 GR 461.5 3300 460.5 3400 437 3427 GR 437 3475 437 3489 447 3505 GR 458 3920 459 3980 458 4240 GR 452 4350 453.5 4380 457.5 4400 GR 461 5110 462 5200 462 5460 NC 0.055 0.055 0.015 0.0 0.0 0. NH 5. .055 3390.5 .015 3539.5 .055 NH 5734. ET 0. 3050. 6260. 2.1 7.1 X1 32200. 62. 3390.5 3539.5 50. 50. BT -9. 3380. 465. 463. 3552. 465. BT 3740. 464. 3880. 463.6 BT 4190. 466. 4340. 466.9 GR 472. 900. 467. 1310. 462. 1700. GR 456.5 2201. 456.5 2221. 461.5 2222. C,R 460.5 2610. 456.5 2611. 460.5 2635. GR 465. 3380. 460. 3381. 461.5 3390.5 ~R 463.0 3432.01 463.0 3434.99 445. 3435. GR 445. 3495. 463. 3495.01 463. 3497.99 GR 461.5 3539.5 460. 3550. 465. 3552. GR 463.6 3880. 464. 3960. 466. 4190. GR 463.5 4340. 452.8 4365. 465.4 4365. GR 449.9 4380. 451.5 4389. 455.2 4396. GR 455.2 4397. 463.5 4411. 465.4 4411. GR 465.7 4534. 465.1 4634. 464. 4734. GR 464.4 5014. 466. 5734. 3040. 170 458 456.5 459 437 460 456 458 464 4366. 3050. 50. 463. 465.4 460.5 459.5 461.0 450. 435.0 446.5 466. 466.9 465.4 465.4 466.9 463.2 ET O. 3050. 6260. 2.1 7.1 3050. X1 32230. 0. 0. 0. 50. 50. 50. X2 0. O. 0. 1. 4400. 2000 2620 3100 3440 3525 4280 4520 5800 4440. 0. 3600. 3960. 2000. 2430. 3000. 3425. 3455. 3498. 3600. 4340. 4366. 4396. 4411. 4834. 444O. O. 459 455 460 437 461.5 456 461 470 0. 0. 466. 464. 466.6 461.5 459.5 462. 446.5 435. 450.0 464. 465.4 450.7 465.4 466.8 463.5 465.4 2200. 2520. 3280. 3432. 3475. 3505. 3740. 4340. 4366. 4397. 4434. 4934. 2100 2640 3200 3470 3650 4350 4720 6180 QT 8. 14900. 14900. 14900. 14900. 14900. 14900. 14900. 14900. NC 0.055 0.055 0.045 0.1 0.3 0. 0. 0. 0. 0. ET 0. 3040. 6180. 2.1 7.1 3040. 4400. 0. ~ 0.** Xl 32250. 41. 3400 · 3525. 1. 1. 1. ~R 470. 1000. 461. 1600. 461. 1800. 458. 2000. 459. 2100. GR 457. 2200. 457. 2220. 459. 2320. 456.5 2620. 455. 2640. GR 457. 2650. 456.5 2680. 459. 2900. 459. 3100. 460. 3200. G'R 461.5 3300. 461.5 3300. 460.5 3400. 437. 3427. 437. 3440. Gl{ 437. 3470. 437. 3475 · 437. 3489. 447. 3505. 460. 3525. ~R 461.5 3650. 458. 3920. 459. 3980. 458. 4240. 456. 4280. OR 456. 4350. 452. 4350. 453.5 4380. 457.5 4400. 458. 4520. I PAGE 16AU~96 13:39:46 OR 461. 4720. 461. 5100. 462. 5200. 462. 5460. 464. 5800. GR 470. 6180. 0. 0. 0. 0. 0. 0. 0. 0. 2325. 470. 461. 463. 463. 440. 450. 459. 451. 460. 463. .045 3316. 50. 1323. 1825. 2125. 2218. 2253. 3140. 3283. 3350. 3910. 2110. 1825. 55. 470. 465. 462. 464. 445. 445. 460. 452. 459. 462. NH 6. 0.050 1323. 0.055 1740. 0.060 NH 3570. 0.0S0 4000. ET 0. 0.0 0.0 0.0 7.1 Xl 32305 . 53 · 2110 · 2325 · 55 · 55 · GR 470. 50. 470. 50. 470. 50. CaR 467. 50. 466. 135. 465. 220. GR 461. 1740. 461. 1740. 461. 1740. GR 464 . 1975 . 465 . 2045 . 465 . 2110 . GR 460. 2160. 455. 2175. 450. 2204. GR 437.7 2232. 438. 2239. 440. 2245. GR 455. 2281. 460. 2325. 461. 3050. GR 458. 3200. 457. 3218. 455. 3265. GR 451. 3292. 452. 3308. 455. 3329. GR 461. 3369. 462. 3400. 461. 3570. GR 464 . 3940 . 465 . 3970 . 470. 4000 . 0.055 50. 1335. 1890. 2140. 2225. 2263. 3180. 3289. 3360. 3930. Begin Andrew Brown Jr. Park West im~rovements - CLONR 3/96 Ground data modified per City of Coppe11 topograpphic map ara 2080-3859. Right bank modified from sca 2150 to 2110 - NH stations deleted l:o fit topo. 6. 0.050 1273. 0.055 1568. 0.060 1940. 0.045 2150. 0.055 3840. 0.050 3960. proposed im~rovements for park sca 2861-2950 n-value lowered sca 2002-2750 for prop. asphalt · parking lot: .055 to .040 proposed improvements for swimming pool sca 2139-2501. floodway revised for proceed improvements ROB station 2110 NH 6 0.050 1273 0.055 1568 0.060 1940 NH 2750 0.055 3859 ET 0. 0.0 ~.0 0.0 7.1 1634. Xl 32725 71 1940 2110 380 520 420 X4 i 463.16 2750 GR 470. 0.0 470. 0.0 470. 0.0 470. C*~ 465. 0.0 464. 90. 465. 180. 465. GR 461. 1568. 453. 1592. 453. 1842. 464. GR 463. 1940. 460. 1960. 455. 1981. 450. GR 440. 2025. 439. 2030. 438.2 2040. 439. G'R 445. 2070. 450. 2080. 450 2080 460 GE 462.1 2110 462 2119 462 2139 462 GR 462.0 2480 462.0 2465 462.0 2491 462.0 GR 462 2608 463 2730 462 2779 460 G~ 459.5 2861 460.5 2867 461.5 2891 461.8 GR 460.25 2950 461 3140 460 3295 459.5 GR 460.3 3520 460 3555 458 3572 456 GR 453.5 3601 454 3608 456 3615 458 GR 462 3660 464 3668 466 3675 468 GR 468 3859 1 16AUG96 13:39:46 QT 8. 14900. 14900. 14900. 14900. 14900. 14900. ROB ground ~ata modified per City of Coppell topo~raphic map sta 1902-3030. Right bank modified from eta 1960 to 1935 - NH etation modifie~ to fit. S. 0.050 1305.9 0.055 1420.6 0.060 1752. 0.045 1960. 0.055 3560. proposed Improvements for park sca 2530-2885 proposed im~rovemente for swimming pool sca 1957-2573. floodway revised for proposed im~rovements ROB ara 1945 NH 5 0.050 1305.9 0.055 1420.6 NH 3560. ET O. 0.0 0.0 0.0 Xl 33145 50 1390 1935 385 X3 10. GR 470. -175. 470. -175. 470. ~ 465. 1305.9 460,33 1315. 460.55 GR 452, 1485. 451.75 1515. 452, GE 463 · 1752 · 462 · 1779 . 461 · GR 450 . 1825 . 445 · 1835 · 440 . GE 439. 1870. 440, 1878. 445. GR 461 1957 462 1975 462 GR 462.00 2530 462.0 2552 462.0 GR 460 2830 460 2884 459.8 GR 460.2 2990 460 3030 460 0.045 2110. 0.0 1273. 1895. 2002. 2050. 2102 2460 2501 2803 2902 3360 3590 3620 3688 14900. 2002 470. 461. 464. 445. 440. 462 462.0 462.0 459.2 461.5 460 454 460 469 14900. 0.040 0.0 1285. 1895. 2018. 2053. 2107 2470 2501 2855 2929 3470 3595 3645 3742 0.060 1752. 0,045 1935. 0.055 7.1 1390. 1945 290 420 -175. 470. 1350.1 460.64 1545. 453. 1789. 460. 1848. 439. 1889. 450 2241 462.0 2573 461.6 2885 459.8 3500 462 ROB 9-~ound data modified per City of Coppell topographic map sca 1545-2181. Right bank modified from sca 1603 to 1560 - NH station modified to fit. X3 deleted: Effective flow widened as a transition to d/s con~itions. -175. 1390. 1620. 1795. 1852. 1902 2262 2688 2885 3510 0.100 1560. 959,00 1220. 1419. 1475. 1545 1626 2039 2245. rob n raised to balance Qs floodway revised for proposed tn~provemnts ROB sca 1560 NH 4. 0.055 1310.0 0.060 1360. 0.045 1560. ET 0. 0.0 0.0 0.0 ?.1 1135. X1 33470. 41. 1135. 1560. 315. 260. 325. X3 GR 470. 0.0 465. 0.0 465. 958.00 465.00 GR 459.72 976.00 460.0 1010. 460.2 1135. 453. GR 462. 1360. 461. 1382. 460. 1391. 455. GR 445. 1432. 440. 1460. 439. 1465. 439.5 GR 440. 1491. 445. 1510. 450. 1520. 460 GR 462 1578 460 1599 458 1605 456.2 GR 458.0 1865 460 1892 460.2 1965 460 GR 457.5 2120 458 2145 460 2181 461.2 GR 466. 2537 0.045 1392. 0.055 7.1 868. 1520. floodway revised for proposed imDrovements ROB sca 1520 NH 5. 0.055 1201. 0.060 1280. [TH 1845. ET O. 0.0 0.0 0.0 I 16AU~96 13: 39:46 465. 453. 463. 455. 438.4 460 462.0 461 460 470 2537. 465. 462. 450. 439. 462 456.2 461, 1825. Xl 34260. 34. 868. 1520. 830. 250. 790. PAGE -175. 1420.6 1660. 1810. 1662. 1935 2335 2795 2925 3560 960.00 1310. 1432. 1485. 1560 1842 2080 2515 0.050 PAGE 10 X3 10. 0. 0. 0. 0. GR 470. 0.0 465. 0.0 465. GR 452. 1000.0 451.S 1037.5 452. GR 453. 1166.4 461.64 1201.0 461.0 GR 450. 1319. 445. 1328. 440. GR 439. 1350. 440. 1357. 445. GR 460. 1392. 461. 1415. 462. GR 461. 1620. 461. 1825. 462. End Andrew Brown Jr. Park West improvements - ~ NH 5. 0. 050 648. 0. 055 1005. NH 1575. ET 0. 0.0 0.0 0.0 Xl 34850. 25. 1310. 1520. 520. X3 10 . 0 . 0 . O. 0 . GR 465. 0.0 465. 648. 461. GR 462.0 1038. 463. 1210. 464. GR 455 . 1341 . 450 . 1380 . 445 . GR 440 . 1410 . 445 . 1428 . 450 . GR 462 . 1484 . 465 . 1520. 465 . 853. 1075. 1280. 1337. 1363. 1445. 1830. 0.060 7.1 640. 0. 660. 1270. 1388. 1435. 1548. ET 0. 0.0 0.0 0.0 7.1 NH 5. .0S0 355. .055 1005. .060 NH 1575. X1 34950. 28. 1310. 1520. 110. 90. GR 470. -380. 465. -380. 464. -260. OR 463.48 0. 463. 62. 462. 190. GR 462. 1038. 463. 1210. 464. 1270. GR 455. 1341. 450. 1380. 445. 1388. GR 440. 1410. 445. 1428. 450. 1435. G~ 465. 1520. 466. 1560. 467. 1575. QT 8. 15600. 15600. 15600. 15600. NH 6. 0.060 1200. 0.050 2155. NH 3960. 0.050 4070. 0. 0. ET 0. 0. 0. 0. X1 36970. 31. 2900. 3060. 2020. GR 483. 1000. 477.5 1050. 475. GR 473. 1810. 474. 2155. 469. GR 465. 2900. 458. 2930. 453.5 OR 442.7 2970. 450.6 2975. 454. GR 466.5 3140. 465. 3280. 462. GR 463. 3670. 459. 3740. 459. GR 473. 4070. 0. 0. 0. 15600. 0.060 0. 7.1 2020~ 1200. 2360. 2930. 2985. 3400. 3870. O. NH 5. NH 3070. ET 1 · 05 1540. .06 2100. .045 16AUG96 13:39:46 X1 38200. 49. 2100. 2270. 1150. GR 473.2 1000. 472. 1250. 470. GR 468. 1540. 466. 1570. 464. ~R 462. 1930. 464. 2050. 466. GR 464. 2125. 462. 2135. 460. GR 441. 2185. 444. 2200. 450. ~R 462. 2295. 462. 2340. 464. GR 460. 2480. 458. 2500. 456. GR 451. 2560. 452. 2580. 454. GR 460. 2720. 462. 2755. 464. GR 470. 2840. 472. 2860. 474. NH 5. .05 1275. .055 1540. NH 2310. X1 39290. 30. 1525. 1675. 980. GR 474. 1000. 472. 1030. 470. GR 464. 1275. 462. 1320. 460.3 GR 464. 1525. 462. 1540. 460. GR 441.88 1580. 445. 1600. 450. GR 458. 1750. 458. 1950. 460. GR 466. 2180. 468. 2190. 470. 7.1 950. 1360. 1600. 2070. 2142. 2215. 2390. 2515. 2600. 2780. 2950. .045 7.1 1110. 1070. 1345. 1550. 1615. 2000. 2200. 461.2 452. 460. 439. 450. 463. 466. 1310. 660. 590. 0. 461. 464.3 440. 455. 466. 660. 1310. 100. 463. 461. 464.3 440. 455. 15600. 2900. 0. 2900. 2020. 475. 466. 444. 456. 462. 461.5 0. '2270. 1751. 1230. 468. 462. 467.4 450. 460. 464. 454. 456. 466. 474.4 1675. 1360. 1090. 468. 462. 450. 460. 462. 472. 868. 1075. 1340. 1372. 1472. 1845. 0. 045 1500. 0.0 O. 660. 1310. 1390. 1442. 1560. 1520. .045 -240. 355. 1310. 1390. 1442. 15600. 0.045 0. 3845. 1430. 2560. 2930. 2990. 3430. 3960. 0. · 055 2682. 1400. 1650. 2100. 2160. 2255. 2440. 2530. 2620. 2800. 3070. .055 2064. 1115. 1400. 1560. 1675. 2150. 2240. 453 · 452 · 455 · 438.8 455 · 464. 1533. 0.0 0. 461 · 460. 439.3 460. 467 · 1520. 463. 461. 460. 439.3 460. 15600. 3060. 0. 473.8 466. 440. 465. 464.5 463.5 0. 2755. 468. 461. 466. 444. 462. 462, 452. 458. 468. 2175. 466. 464. 445. 460. 464. 474. 900.8 1075. 1304. 1345. 1520. 0.055 0.0 O. 1005. 1338. 1394. 1465. 1575. .O55 -70. 1005. 1338. 1394. 1465. 0.060 0. 1510. 2850. 2937. 3060. 3570. 3990. 0. .O5 1450. 1760. 2120. 2170. 2270. 2460. 2535. 2670. 2820. .05 1200. 1450. 1565. 1710. 2175. 2310. NH 6. 0.060 1050. 0.060 2000. 0.055 4040. 0.045 4150. 0.060 NH 4710. 0.055 6040. 0. 0. 0. 0. 0. 0. 0. ET 0. 0.0 0.0 0. 7.1 3921. 4514. Xl 39440. 34. 4040. 4150. 150. 280. 150. GR 502. 1000. 491.6 1050. 490. 1160. 487. 1330. 487. 1530. GR 484. 1800. 483. 2000. 480. 2100. 480. 2200. 477. 2480. GR 477. 3450. 477.3 3610. 471.5 3730. 465. 3790. 463. 3900. GR 464. 4000. 468. 4025. 464. 4040. 444. 4090. 442. 4110. GR 462.5 4150. 468.5 4210. 462.8 4400. 464. 4600. 466.5 4710. GR 481.5 4880. 483. 4970. 484. 5080. 482. 5380. 482. 5460. GR 485. 5600. 488. 5730. 493.5 5830. 500. 6040. 0. 0. 3760 NH 6 .05 1090 .05 2380 .045 .055 4670 PA~B .O5 11 X1 G~ G~ X1 GR GR GR OR GR GR GR X1 GR X1 X1 GR ET 1 X1 GR GR GR GR GR GR NH ET Xl GR OR GR 4950 39490 5O2 477.5 465 462.8 442 464 495 8 6 4710 16AU696 39540 5O2 484 477 464 462.5 481.5 485 8 6 5410 40650 501 488.5 468.2 451.2 463 482.5 497.8 8 6 3350 48000 503 465.6 459 448.5 465.5 487.8 498.4 8 6 4585 51350 5O9 479 471.3 470.5 470.3 482 6 6120 16AU696 53350 510 474 469 475 450 460 478 6 4480 55590 501.5 489 472 .055 33 1000 3060 3782 3985 4193 4635 5940 15400 .05 .055 13:39:46 34 1000 1800 3450 4000 4150 4880 5600 10200 .06 .04 32 1000 2950 4320 4770 4860 5410 6150 9800 .06 .06 32 1300 1710 2355 2405 2830 3380 5020 9400 .05 .06 30 1000 2030 3140 4000 4280 4615 .05 .055 13:39:46 34 1000 2100 3510 5170 5580 5650 6100 .04 .055 23 1000 1900 3600 6200 4030 491.5 478.2 462.7 467.S 443.5 478.2 499 15400 1050 6040 4040 491.6 483 477.3 468 468.5 483 488 10200 1200 6200 4730 497 489 465 44O 467 484.2 499 9800 1540 5200 2370 49O 464.8 457 454 467.8 489 501.5 9400 1400 5420 4160 504 474.5 469.6 470.5 471 484 1300 6230 5570 498 472.5 472.5 470 448 467 481.4 1300 4540 4250 493 480 472 4310 1090 3175 3885 4030 4217 4670 6120 15400 .OSS 4150 1050 2000 3610 4025 4210 4970 5730 10200 .055 4815 1200 3240 4500 4780 4870 5550 6200 9800 .055 2445 1450 1740 2370 2410 3060 3570 5200 9400 .05 4515 1100 2230 3400 4100 4315 4675 .055 5670 1200 2500 3700 5300 5590 5670 6120 .055 4340 1100 2000 3900 50 479 477 462.3 463 462.5 478.5 500 15400 2000 50 490 480 471.5 464 462,8 484 493.5 10200 3750 1400 491.5 487.8 465 44O 464 483.8 9800 2330 5700 482.2 464.5 445.6 462.3 467.8 491 9400 2930 3600 492.6 472.8 468.7 470.3 469.4 498 3400 1650 492 474 472.5 473 450 473 490 1900 2000 487 475 473 8.4 50 2380 3320 3895 4045 4257 4950 6200 15400 .055 50 1160 2100 3730 4040 4400 5080 5830 10200 .06 8OO 1800 3750 4600 4800 5080 5790 9800 .085 2900 1490 1880 2375 2430 3170 3980 9400 .055 3700 1400 2470 3600 4160 4415 5215 .05 1750 1300 2750 3740 5360 5600 5700 6170 .O6 2200 1300 2500 4000 50 478.5 477 463 454.3 468.5 483.5 15400 4040 50 487 480 465 444 464 482 500 10200 4730 1110 489 480 465.5 449 465 486.8 9800 2370 7350 482.5 467.2 446 466.5 475 491 9400 4160 3350 490.5 472 .S 468.5 446.5 470.2 500 5570 2000 479 472 470 472 450 472 510 4250 2240 484 475 476 2480 3470 3914 4155 4310 5380 15400 .045 1330 2200 3790 4090 4600 5380 6040 10200 .045 2400 4050 4630 4810 5120 5950 9800 .045 1540 1890 2385 2445 3240 4330 9400 .045 1600 2690 3800 4200 4515 5330 .045 1850 3400 4000 5470 5620 5900 6230 .045 1500 2600 4240 478 478 464 442 478.5 483.5 15400 4150 487 477 463 442 466.5 482 10200 4815 490.2 413 464.8 457.8 471 495.5 9800 2445 474 469 446.8 471 474.5 488.5 9400 4515 48'~- 474 468.5 447.5 483.8 SOS .S 5670 476 467 472 456 451 473 4340 486 471 470 2670 3760 3965 4183 4505 5520 .O5 PAGE 1530 2480 3900 4110 4710 5460 .045 2700 4180 4730 4815 5170 6130 .06 1590 2330 2395 2500 3350 4740 .058 1850 2930 3870 4238 4585 5420 .058 1900 3450 4700 5570 5630 6000 .O6 1SSO 3000 4250 12 13 GR 452.4 4300 GR 473 4440 NH 6 .05 NH 4630 .06 ET X1 56940 33 (IR 502 1000 GR 474.5 2330 GR 472 3300 GR 469 3920 GR 462 4335 OR 452 4370 GR 476 4630 i 16AUG96 13:39:46 452.4 4325 472 4340 474 4390 472.5 4410 483 4480 502 4540 1850 .052 4120 .055 4335 .045 4415 .058 4800 7.1 3800 4415 4335 4415 1250 1250 1350 499.4 1070 494.5 1720 490.8 1850 477.8 2090 474.6 2480 472.4 2820 475.6 2980 473.6 3120 475 3640 475 3760 473.4 3850 469 3880 474 3930 475.8 3980 475.3 4120 472 4290 454.5 4340 451 4345 449.2 4355 449 4360 467 4400 474 4415 473 4440 473.8 4445 500 4760 502 4800 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q Q~OB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE X~OBT. X~CH XLOBR ITRIAL IDC ICONT HL OLOSS L-BANKELEV VOL TWA R-BANKELEV WTN ELMIN SSTA COP. AR TOPWID ENDST PA~E 14 *PROF 1 0 CCI-IV- .100 CEHV- .300 *SECNO 25530.000 3470 ENCROAC~/MENT STATIONS- 2494.0 25530.000 19.12 453.52 .00 20600.0 .0 20600.0 .0 .00 .00 6.86 .00 .000906 700. 700. 560. *SECNO 25770.000 3470 ENCHOAC~D4~NT STATIONS- 2495.0 25770.000 19.37 453.97 .00 20600.0 .0 20600.0 .0 .01 .00 5.50 .00 .000525 240. 240. 240. 1490 NH CARD USED *SECNO 26830.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 2619.0 26830.000 18.39 454.69 .00 21300.0 .0 18285.6 3014.4 .07 .00 5.48 1.41 .000789 1030. 1010. 960. 1490 NH CARD USED *SEONO 26880.000 3265 DIVIDED FLOW 26880.000 18.51 21300.0 .0 .07 .00 .000762 32. 2742.0 TYPE- i TARGET- .00 454.25 .73 .0 3001.0 .0 .000 .035 .000 0 0 0 2780.0 TYPE- I TARGET- .00 454.44 .47 .0 3742.1 .0 .000 .035 .000 2 0 0 5200.0 TYPE- i TARGET- .00 455.09 .40 .0 3337.9 2139.2 .000 .035 .055 0 0 0 454.71 .00 .00 455.17 .47 20894.0 406.0 .0 3777.4 563.6 5.53 .72 .000 .036 .045 50. 479. 2 0 0 248.000 .00 .00 455.33 .0 .0 100000.00 .000 434.40 2502.44 .00 235.67 2738.11 285.000 .16 .03 455.33 18.6 1.4 100000.00 .000 434.60 2500.67 .00 272.69 2773.36 2581.000 .64 .01 457.35 124.2 18.0 452.00 .000 436.30 2630.24 .00 1199.25 3969.96 .07 .02 461.50 143.2 27.7 457.50 .000 436.20 1039.28 · 00 1173.21 2668.71 I 16AUG96 13: 39:46 SECNO DEPTH CWSET. CRIWS WSELK EG HV O QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1490 N~CARDUSED *SECNO 27165.000 3265 DIVIDED FLOW 27165.000 19.14 455.24 .00 .00 455.35 .10 21300.0 .0 7005.5 14294.5 .0 2282.1 6236.7 · 10 .00 3.07 2.29 .000 .046 .040 .000389 240. 284. 201. 3 0 0 HL OLOSS L-BANK EL~V VOL TWA R-BANK SLaV WTN ELMIN SSTA COP. AR TOPWID ENDST .14 .04 461.50 178.6 34.2 459.00 .000 436.10 1010.03 .00 1418.55 2610.10 PAGE 15 1490 NH CARD USED *SECNO 27449. 000 1530 MANNINGS N VALUES FOR CHANNEL COt4POEITED 3265 DIVIDED FLOW 27449.000 19.75 455.35 .00 21300.0 .0 6474.6 14825.4 .13 .00 1.99 2.26 .000248 240. 284. 248. 1490 NH CARD USED *SECNO 27748.000 1530 MANNINGS N VALUES FOR CHANNEL CO,POSITED 3265 DIVIDED FLOW 27748.000 20.22 455.42 .00 21300.0 .0 6740.9 14559.1 .17 .00 2.13 2.05 .000197 324. 299. 262. 1490 NH CARD USED *SECNO 27992.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 27992.000 19.88 455.48 .00 21300.0 .0 8458.9 12841.1 .21 .00 2.32 2.00 · 000226 213. 244. 309. .00 .0 .000 2 .00 .0 .000 2 ,00 .0 .000 0 16AUG96 13:39:46 455.43 3252.2 .050 0 455.49 3171.9 .047 0 455.55 3641.4 .049 0 .07 6562.2 .037 0 .07 7095.8 .037 0 .O7 6429.2 .039 0 .08 233.1 ,000 .00 .06 296.2 .000 .00 .06 363.3 .000 .00 .00 42.9 435.60 1551.59 .00 52.2 435.20 1445.81 .00 61.6 435.60 1344.42 1490 NH CARD USED *SEC~O 28168.000 1530 MAI~qINGS N VALUES FOR CHANNEL COMPOSITED 455.59 3156.0 .045 O 455.64 3086.1 .046 0 .00 .0 .000 0 3265 DIVIDED FLOW 28168.000 18.93 455.53 .00 21300.0 .0 5923.5 15376.5 .24 .00 1.88 2.00 .000150 169. 176. 223. .06 7690.5 .037 0 .07 7073.9 .036 0 1490 NH CARD USED *SBCNO 28492.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITBD .00 .0 .000 2 3265 DIVIDED FLOW .04 413.1 .000 .00 .05 488.4 .000 .00 28492.000 19.27 455.57 .00 21300.0 .0 6096.4 15203.6 .28 .00 1.98 2.15 .000167 406. 324. 307. 1490 NH CARD USED *SBCNO 28720. 000 1530 M~NNINGS N VALUES FOR ~L CO, POSITED 3265 DIVIDED FLO~ .00 68.1 436.60 1313.08 .00 99.1 436.30 1220.21 28720.000 18.82 455.62 .00 .00 455.71 .09 .06 .01 21300.0 .0 7338.4 13961.6 .0 3060.0 5875.4 554.7 85.4 .31 .00 2.40 2.38 ,000 .044 .037 .000 436.80 .000231 173. 228. 338. 0 0 0 .00 1095.73 1490 NH CARD USED *SECNO 28890.000 1530 MANNINGS N VALUES FOR CHANNEL CONPOSITED 3265 DIVIDED FLOW 460.30 457.50 1033.60 2736.39 460.00 456.50 1089.31 2767.54 460.00 458.60 1059.08 .-. 2589.88 L-BJd~K ELEV R-B&NK ELEV SSTA 460.00 458.80 1038.92 2470.91 460.00 459.20 1234.59 2578.64 460.00 458.60 1298.55 2516.67 PAGE 16 i 16AUG96 13:39=46 P~U~E 17 SECNO DEPTH CWSEL CRIWS WSELK EG HV }IL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIM~ VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP. AR TOPWID L-BANK ELEV R-BANK RLEV SSTA ENDST 3302 WARNING: CONVEYANCH CHANGE OUTSIDE OF ACCEPTABLE RANGE, 28890.000 18.55 455.65 .00 .00 455.78 21300.0 .0 9353.6 11946.4 .0 2869.3 .33 .00 3.26 2.67 .000 .047 .000510 153. 170. 194. 0 0 1490 NH CARD USED *SECNO 29124.000 1530 MANNINGS N VALUES FOR CHANNEL C0~POSITED 3265 DIVIDED FLOW 29124.000 18.30 455.70 .00 .00 456.03 21300.0 .0 16547.2 4752.8 .0 3275.8 .35 .00 5.05 2.46 .000 .046 · 001012 161. 234. 337. 2 0 KP. ATIO - .13 4469.9 .040 0 .33 1931.9 .040 0 .67 .06 589.3 .000 .00 .19 630.6 .000 .00 .01 90.1 437.10 1077.66 .06 97.4 437.40 984.06 462.00 460.00 1314.39 2526.00 462.00 459.00 1290.05 2359.22 1490 NH CARDUSED *SECNO 29651.000 1530 MANNINGS N VALUES FOR CHAIqN~L COMPOSITED 3265 DIVIDED FLOW 29651.000 18.18 456.24 .00 .00 456.39 21300.0 .0 11744.2 9555.8 .0 3378.7 .39 .00 3.48 2.71 .000 .046 .000528 600. 527. 404. 2 0 1490 NH CARD USED *SEC/qO 29831.000 1530 MANNINGS N V~J~UES FOR CHANNEL CO~LDOSITED 3265 DIVIDED FLOW .15 3521.9 .040 0 .35 696.1 .000 .00 .02 107.5 438.06 1020.00 29831.000 18.19 456.33 .00 .00 456.46 .15 .08 .00 21300.0 .0 10000.0 11300.0 .0 3210.6 3715.3 726.1 111.7 .41 .00 3.11 3.04 .000 .044 .036 .000 438.14 .000372 171. 180. 197. 2 0 0 .00 857.57 462.00 457.40 1191.04 2590.69 462.00 458.00 1169.68 2421.32 i 16AU~96 13: 39:46 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS O OLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH ~ WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP. AR TOP, ID 1490 NH CARD USeD *SECNO 30027.000 15~0 MANNINGS N VALUES FOR CHAI~NEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANG~, 30027.000 18.15 456.38 .00 .00 456.67 21300.0 .0 13549.0 7751.0 .0 3008.1 · 42 .00 4.50 3.95 .000 .049 .001141 148. 196. 299. 2 0 1490 NH CARD USED *SECHO 30384.000 1530 MAI~NINGS N VALUES FOR CHAI~NEL COMPOSITED 3265 DIVIDED FLOW KRATI0 - .29 1962.5 .043 0 .57 .15 759.6 .000 .00 .04 116.2 438.23 680.98 L-BANK ELEV R-BANK ELEV SSTA ENDST 462.00 460.00 1150.49 2140.64 PAGE 18 30384.000 18.60 456.74 .00 .00 457.32 .58 .57 .09 462.00 21300.0 .0 17098.6 4201.4 .0 2749.8 749.8 795.9 121.1 460.00 .44 .00 6.22 5.60 .000 .049 .046 .000 438.14 1066.03 .002147 371. 357. 410. 2 0 0 .00 429.26 1994.78 1490 NH CARDU~ED *$ECNO 30604.000 1530 I, Et-NNINGS N VALUES FOR CHANNELCONPOSI~ 3265 DIVIDED FLOW 30604.000 18.87 457.42 .00 .00 457.80 .38 21300.0 .0 14980.5 6319.5 .0 279~.0 1699.0 .46 .00 5.35 3.72 .000 .050 .047 .001645 269. 220. 319. 2 0 0 .46 .02 461.00 818.9 125.0 461.00 .000 438.55 1032.31 .00 825.02 2149.69 1490 NH CARD USED *SECNO 30958.000 i 16AUG96 13:39:46 SECNO DEPTH CWSEL CRIWS WSELK Ell HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL INCH XNR SLOPE XLOBL XLCH XLOBR XTRXAL IDC ICONT 1530 MANNINGS N VTJaUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNINg: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABr'~ RANGB, KRATIO - 30958.000 19.36 457.93 .00 .00 458.04 .12 21300.0 .0 3543.0 17757.0 .0 1484.2 6366.5 .49 .00 2.39 2.79 .000 .051 .041 .000364 303. 354. 302. 2 0 0 1490 NH CARl) USED *SRCNO 31335.000 1530MANNINGSN VALUES FOR CHANNELCC~4POSITED 3265 DIVIDBD FLOW 3301 HVCHANGEDMORE THAN HVINS 3302 WARNXNG: CONVEYANCE CHANGE OUTSIDE OF ACC~PTABLB RANGE, I(RATIO - 31335.000 19.28 457.83 .00 .00 458.49 .66 21300.0 .0 11147.4 10152.6 .0 1389.3 2344.1 .50 .00 8.02 4.33 .000 .047 .042 · 003020 377. 377. 344. 3 0 0 CCHV- .500 CEHV- .700 *SECNO 32150.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROAC}D4ENT STATIONS- 3040.0 6180.0 TYPE- I TARGET- 32150.000 20.91 457.91 .00 .00 459.64 1.73 21300.0 .0 20414.3 885.7 .0 1894.0 393.9 · 51 .00 10.78 2.25 .000 .035 .055 .001862 160. 170. 180. 2 0 0 i 16AUG96 13: 39: 46 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH OROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1490 NH CARD USED *SECNO 32200.000 326S DIVIDED FLOW HI, OLOSS L-BANK RLBV VOL T~A R-BI~NK RL~V WTN ELMXN SSTA COP. AR TOP,ID RNDST 2.13 .22 .03 461.00 864.3 132.1 462.00 · 000 438.55 1064.29 · 00 1140.63 2300.64 .35 · 29 .16 461.00 911.1 140.7 461.00 · 000 438.55 1053.68 .00 1022.21 2171.32 3140,000 .40 .75 460.50 923.2 143.6 460.00 .000 437.00 3402.97 · 00 375.99 4498.93 }IL OLOSS L-BANK ELEV VOL TWA R-BANK IeLBV WTN ELMIN SSTA COP. AR TOPWID ENDST PAGB 19 PAGE 20 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD- 3470 ENCROACHMENT STATIONS- 3050.0 32200.000 22.71 457.71 .00 21300.0 .0 19803.7 1496.3 .51 .00 13.44 6.49 .001091 50. 50. 50. *SECNO 32230.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD- 3470 ENCROACI~4ENT STATIONS- 3050.0 32230.000 22.91 457.91 .00 21300.0 .0 19764.4 1535.6 .51 .00 13.20 6.40 .001045 50. 50. 50. CCHV~ .100 CEHV- .300 *SECNO 32250.000 3265 DIVIDED FLOW 3301 HV C/-IANGF.,D MORE THAN IiVINS i 16AUG96 13:39:46 463.60 MAX EI~- 6260.0 TYPE- i TARGET- .00 460.36 2.66 .0 1473.1 230.7 .000 .015 .021 2 0 0 463.60 MAX ELLC- ******** 6260.0 TYPE- i TARGET- .00 460.46 2.55 .0 1497.8 240.1 .000 .015 .021 2 0 0 3470 ENCROAC$1MENT STATIONS- 3040.0 32250.000 23.31 460.31 .00 14900.0 116.9 11910.5 2872.5 .51 .72 5.45 1.41 .000699 1. 1. 1. 6180.0 TYPE- I TARGET- .00 460.68 .37 162.6 2186.4 2030.2 .055 .045 .055 3 0 0 1490 NN CARD USED *SECNO 32305.000 3265 DXVIDEDFLOW 3302 WARNING: CONVEYANC~ CHANGE OUTSIDE OF ACCEPTABLE RANGE, 32305.000 22.45 460.15 .00 14900.0 .0 11155.9 3744.1 .51 .00 7.36 4.36 .002771 55. 55. 55. KRATIO - 1490 NH CARD USED *SECNO 32725.000 1530 M~i~ININGS N VALUES FOR CHANNEL CO,POSITED 3265 DIVIDED FLOW 3302 WAP. NING: .00 460.85 .70 .0 1515.7 859.3 .000 .045 .055 2 0 0 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 32725.000 22.98 461.18 .00 .00 461.39 .21 14900.0 5528.4 8214.3 1157.3 2359.4 1831.4 1036.2 .55 2.34 4.49 1.12 .060 .042 .055 .000617 380. 420. 520. 2 0 0 1490 NH CARD USED *SECNO 33145.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3210.000 .07 .65 461.50 925.5 143.9 461.50 .000 435.00 3401.88 .00 165.96 4401.23 3210.000 .05 .05 461.50 927.4 144.1 461.50 .000 435.00 3401.27 .00 168.00 4401.57 HL OLOSS L-BANK ELEV VOL TWA R-BANK P. LEV WTN ELMIN SSTA COP, AR TOPWID ENDST 3140.000 .00 .22 460.50 927.5 144.1 460.00 .000 437.00 3040.00 .00 1263.17 4673.93 .50 .07 .10 465.00 931.8 145.2 460.00 .000 437.70 2159.03 .00 506.02 3361.31 2.12 .49 .05 463.00 969.5 156.3 462.10 .000 438.20 1284.45 .00 1563.96 3653.87 PAGE 21 3265 DIVIDED FLO~ 1 16AUG96 13: 39: 46 SEC2~O DEPTH CWSEL CRIWS WSELK EG HV }IL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL INCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOP'ID .00 461.67 .17 .29 .00 33145.000 23.10 461.S0 .00 14900.0 56.4 13787.8 1055.8 74.9 3990.1 1098.0 1015.4 167.5 .58 .75 3.46 .97 .055 .054 .055 .000 438.40 .000803 385. 420. 290. 2 0 0 .00 1325.54 1490 NH CARD USeD *SBCHO 33470.000 3265 DIVIDED FLOW L-BANK ELEV R-BANK ELEV SSTA BNDST 460.64 460.00 1312.71 3507.51 33470.000 22.71 461.71 .00 .00 461.93 .22 .24 .01 460.20 14900.0 275.8 12204.8 2419.3 271.0 2986.8 2442.2 1053.2 176.5 462.00 · 61 1.02 4.09 .99 .055 .039 .100 .000 439.00 969.95 .000726 315. 325. 260. 0 0 0 .00 1465.95 2518.15 461.20 BLREA- 464.00 1490 NH CARD USBD *SECNO 34260.000 3495 OVERBANKAREAASSt~4ED NON-EFFECTIVE° ELLEA= 34260.000 23.49 462.28 .00 .00 462.45 .17 .51 14900.0 1.0 14899.0 .0 2.3 4528.6 .0 1131.0 .67 .45 3.29 .00 .055 .044 .000 .000 .000648 830. 790. 250. 2 0 0 .00 1490 NH CARD USED *SEC~O 34850.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE C24ANGR OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .43 464.30 ELREA- 465.00 .00 189.4 438.80 588.75 3495 OVERBANK ARE~ ASSU~ED NON-EFFECTIVE. ET.T.~'.- 34650.000 23.00 462.30 .00 14900.0 .0 14900.0 .0 .69 .00 8.82 .00 .003534 520. 590. 640. .00 463.51 1.21 .75 .31 .0 1689.2 .0 1173.1 194.5 .000 .045 .000 .000 439.30 2 0 0 .00 164.59 461.20 464.00 863.75 1452.S0 464.30 465.00 1323.02 1487.61 PAGE 22 1 16AUG96 13: 39:46 WSELK BG }IV HL OLOSS ALOB ACH AROB VOL TWA XNL XNCH XNR ~ ELMIN ITRL~L XDC ICONT CO, AR TOP#ID 1490 NH CARD USBD *SRC~K) 34950. 000 3265 DIVIDED FI~ 3301 HV CHAN~ED MOPE THAN HVINS 3302 WRI~II~3: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RAISE, 34950.000 24.12 463.42 .00 14900.0 3975.6 10924.4 .0 .69 1.71 5.78 .00 .001529 110. 100. 90. KRATIO = 1.52 1490 NH CARD USED *SECNO 36970.000 3265 DIVIDED FLOW .00 463.81 .39 .23 .06 2324.5 1890.3 .0 1190.2 196.8 .054 .045 .000 .000 439.30 3 0 0 .00 1652.11 L-B~tNK ELEV R-BANK RLRV SSTA ENDST 464.30 465.00 -248.30 1502.56 PAGE 23 36970.000 25.98 465.98 .00 .00 466.25 .27 2.42 .01 465.00 15600.0 11.5 9165.7 6422.9 23.9 1786.7 2993.1 1389.3 260.2 465.00 .84 .48 5.13 2.15 .060 .041 .060 .000 440.00 2851.09 .000973 2020, 2020. 2020. 3 0 0 .00 1083.26 4010.87 1490 NH CARD USED *SECNO 38200.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCI/PTABLE RANGE, KP, ATIO - 1.90 38200.000 25.70 466.70 .00 .00 466.77 .08 .51 .02 467.40 15600.0 2428.3 5970.5 7201.2 2176.0 2070.6 3768.0 1546.5 287.7 462.00 .98 1.12 2.88 1.91 .060 .045 .055 .000 441.00 1559.58 .000268 1150. 1230. 950. 2 0 0 .00 1222.16 2806.94 16AUG96 13:39:46 SEC/qO DEPTH CWSEL CRIWS WSELK E~ HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB A~OB ACH AROB VOL TWA R-BANKELEV TIME VLOB VCH VROB XNL XNCH l(lqR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST PAGE 24 1490 NH CARl) USED *SECNO 39290.000 39290.000 25.10 466.98 .00 .00 467.09 .11 .31 .01 464.00 15600.0 1484.2 7266.8 6849.0 1237.6 2171.9 3768.3 1734.0 314.9 460.00 1.10 1.20 3.35 1.82 .055 .044 .055 .000 441.88 1158.27 .000295 980. 1090. 1110. 2 0 0 .00 1026.64 2184.91 1490 NH CARD USED *SECNO 39440.000 3265 DIVIDED FLOW 3301 I-IV CHANGED MORI~ THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABL4/ RANGE, KRATXO - .46 39440.000 24.71 466.71 .00 .00 467.35 .65 .10 .16 464.00 15600.0 1345.6 12201.9 2052.5 669.3 1688.1 1166.2 1759.8 319.7 462.50 1.11 2.01 7.23 1.76 .055 .045 .060 .000 442.00 3774.22 .001393 150. 150. 280. 2 0 0 .00 847.68 4712.38 1490 NH CARD USED *SECNO 39490.000 3265 DIVIDED FLOW 39490.000 25.14 467.14 .00 .00 467.44 .30 .05 .03 467.50 15600.0 1767.3 13762.2 70.5 826.0 2992.7 56.5 1764.0 320.5 468.50 1.11 2.14 4.60 1.25 .045 .045 .045 .000 442.00 3778.37 .000804 50. 50. 50. 2 0 0 .00 550.99 4642.75 1490 NH CARD USED *SECEO 39540.000 3265 DIVIDED FLOW 39540.000 25.05 467.05 .00 .00 467.55 .50 .05 .06 464.00 15400.0 1447.4 11286.0 2666.5 755.4 1725.1 1332.2 1768.4 321.3 462.50 1.12 1.92 6.54 2.00 .055 .045 .050 .000 442.00 3771.11 .001109 50. 50. 50. 2 0 0 .00 872.52 4716.19 i 16AUG96 13: 39:46 SECNO DEPTH CWSEL CRIWS WSELK EG }IV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANKELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID ENDST 1490 NH CARD USED *SECNO 40650.000 PAGE 25 40650.000 28.20 468.20 .00 .00 468.43 .23 .85 .03 464.80 10200.0 1077.7 6902.2 2220.1 999.6 1508.6 1139.1 1860.5 342.2 457.80 1.20 1.08 4.58 1.95 .060 .045 .045 .000 440.00 4320.26 .000521 1400. 1110. 800. 2 0 0 .00 826.37 5146.63 1490 1'~*{ CARD USED *$ECNO 48000.000 3265 DIVIDED FLOW 48000.000 25.09 470.69 .00 .00 470.78 .09 2.33 .01 457.00 9800.0 3511.5 4258.5 2030.0 2741.9 1261.6 2204.1 2450.3 465.8 466.50 1.99 1.28 3.38 .92 .055 .045 .060 .000 445.60 1637.27 .000297 5700. 7350. 2900. 3 0 0 .00 1538.55 3198.11 1490 I~G[CARDUS~D *SECNO 51350.000 51350.000 25.50 472.00 .00 .00 472.08 .08 1.30 .00 470.30 9400.0 2838.1 6557.6 4.4 2487.1 2491.1 8.3 2904.7 588.4 470.20 2.43 1.14 2.63 .52 .055 .045 .058 .000 446.50 3085.63 .000495 3600. 3350. 3700. 2 0 0 .00 1438.63 4524.26 1490 NHC.,ARDUSED *SE(~qO 53350.000 3265 DIVIDED FLO~ 3302 CONV~YANC~ CHANGE OUTSIDE OF ACCSPTABLB RANGR, I(P. ATIO - 1.51 .00 472.68 .12 .59 .01 456.00 53350.000 24.57 472.57 .00 9400.0 3181.3 6153.6 65.1 3321.3 1861.8 126.0 3117.3 659.1 467.00 -- 2.64 .96 3.31 .52 .050 .045 .058 .000 448.00 2481.80 .000217 1650. 2000. 1750. 2 0 0 .00 2182.27 5956.83 1490 ~ CARD USE~) i 16AL~396 13:39:46 *SBC/qO 55590.000 3265 DIVIDED PLOW CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3302 KRATIO - .45 55590.000 20.85 473.25 .00 .00 473.67 .42 .90 .09 470.00 9400.0 1865.7 7513.6 20.8 1764.1 1289.5 38.4 3319.2 742.8 472.00 2.77 1.06 5.83 .54 .060 .045 .060 .000 452.40 2775.03 .001067 2000. 2240. 2200. 2 0 0 .00 1412.60 4441.00 14901'~C3~X)~ED *SRCNO 56940.000 3265 DIVIDED FLOW 56940.000 25.50 9400.0 2736.9 2.86 1.35 .000668 1250. 474.50 .00 .00 474.79 .29 1.10 .01 462.00 6635.7 27.5 2031.0 1311.4 51.5 3415.3 784.2 474.00 5.06 .53 .053 .045 .058 .000 449.00 2329.64 1350. 1250. 2 0 0 .00 1465.21 4504.29 T1 T2 T3 T4 16AU696 13:39:46 DENTON CREBK - REVISED (PROPOSED) CONDITIONS (AVO 15254) FLOODWAY RUN DBNTONCR~EK - 100 YRDISCHARGE PROFILE FIS - FLOODWAYMODEL DENTON CREEK, TEXAS FILE: PROPDCFL.DAT ANDREW BROWN OR. PARK WEST ~ 03/27/96 SBH J1 ICHECK INQ NINV IDIR STRT METRIC HVINS O 0 6 0 0 0 0 0 J2 NPROF IPLOT PRFVS XS~CV XSECH FN ALI,DC IBW WSEL 454.11 C~NIM PAG~ PAGE 26 27 15 0 i 16AUG96 13 .'39:46 SECNO DEPTH CWSE~. CRIWS WSELK !~3 HV Q QLOB (}CH QROB ALOB ACH AROB TIM~ VLOB VCH VROB ~ XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT *PROF 2 0 CCHV- .100 CEHV- .300 *SECNO 25530.000 3280 CROSS SECTION 25530.00 EXTENDED 3470 ENCROAC}IMENT STATIONS- 2494.0 25530.000 19.71 454.11 .00 20600.0 .0 20600.0 .0 .00 .00 6.56 .00 .000798 700. 700. 560. .31 FEET 2743.0 TYPE- I TARGET- 453.52 454.78 .67 .0 3141.2 .0 .000 .035 .000 0 0 0 }IL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA COP. AR TOPWXD ENDST 249.000 .00 .00 455.33 .0 .0 454.80 .000 434.40 2500.08 .00 240.13 2740.21 PAGE 28 *SECHO 25770.000 3470 ENCROACHMENT STATIONSm 2495.0 25770.000 19.91 454.51 .00 20600.0 .0 20600.0 .0 .01 .00 5.30 .00 .000470 240. 240. 240. 2780.0 TYPE- i TARGET- 453.97 454.95 .44 .0 3890.4 .0 .000 .035' .000 2 0 0 1490 NH CARD USED *SECNO 26830.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2619.6 26830.000 18.78 455.08 .00 21300.0 .0 21020.1 279.9 .06 .00 6.06 1.35 .000950 1030. 1010. 960. 3200.0 TYPE= i TARGET- 454.69 455.64 .56~ .0 3469.3 207.9 .000 .035 .055 2 0 0 1490 NIi CARDUSED *SECNO 26880.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLO~ i 16AUG96 13: 39: 46 SECNO DEPTH CWSEL CRIWS WSELK EG HV 0 OLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL liNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 285.000 .14 .02 455.33 19.4 1.4 100000.00 .000 434.60 2498.50 .00 276.63 2775.13 580.420 .66 .04 457.35 107.0 9.7 452.00 .000 436.30 2628.66 .00 438.77 3200.00 ItL 0LOSS L-BANK ELEV VOL TWA R-BANK ELRV ~ EI~ilN SSTA CORAR TOPWID ENDST PAGE 29 3470 ENCROAC%~MENT STATIONS- 1012.0 26880.000 19.18 455.38 .00 21300.0 .0 19816.9 1483.1 .06 .00 4.94 1.30 .001059 32. 50. 479. 2668.7 TYPE- I TARGET= 454.71 455.73 .35 .0 4013.7 1141.7 .000 .047 .045 2 0 0 1490 NH CARD USED *SSCNO 27165.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCI~PTABLI~ RANGE, 3470 ENCROACItMENT STATIONS= 985.0 2610.1 TYPE- 27165.000 19.70 455.80 .00 455.24 455.89 21300.0 .0 6509.8 14790.2 .0 2401.2 KRATIO = 1656.710 .07 .02 511.50 118.7 15.8 457.50 .000 436.20 1036.49 .00 1313.36 2668.71 1.87 TARGET- 1625.100 .08 .13 .03 511.50 6914.4 158.2 22.7 459.00 .09 .00 2.71 2.14 .000 .047 .040 .000301 240. 284. 201. 2 0 1490 NH CARDUSED *SECNO 27449.000 1530 MANNINGS NVALUES FOR CHANNELCONPOSITED 3265 DIVIDBD FLOW 3470 ENCROACHMENT STATIONS- 1014.0 27449.000 20.29 455.89 .00 21300.0 .0 5825.0 15475.0 .13 .00 1.69 2.15 .000208 240. 284. 248. 2736.4 TYPE- i TARGET- 455.35 455.95 .06 .0 3456.6 7200.7 .000 .052 .037 2 0 0 1490 NH CARD USED *SECNO 27748.000 I 16AUG96 13:39:46 SECNO DEPTH CWSEL CRIWS WSEIbK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB ~ ](NCR XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1530 MANNINGS N VALUES FOR CHANNEL C(~4POSITED 3265 DIVIDED FLOW 3470 ENCROACIO~ENTSTATIONS- 1071,0 27748.000 20.75 455.95 .00 21300.0 .0 6306.3 14993.7 .17 .00 1.89 1.94 .000163 324. 299. 262. 2767.5 TYPE- 455.42 456.00 .0 3331.3 .000 .048 I 0 1490 NH CARD USED *SE(NO 27992.000 1530 MANNINGS N VALUES FOR CHAI~qEL COMPOSITED 3265 DIVIDED FLOW 3470 ENCROACIO4ENT STATIONS- 1041.0 27992.000 20.39 455.99 .00 21300.0 .0 8052.8 13247.2 .21 .00 2.11 1.90 .000188 213. 244. 309. 2589,9 TYPE- 455.48 456.05 .0 3810.6 .000 .047 0 0 1490 NH CARDUSED *SE(NO 28168.000 1530 MANNINGS N VALUES FOR CHANNELCOMPOSITED 3265 DIVIDED FLOW 3470 ENCR~ STATIONS- 1021.0 28168.000 19.43 456.03 .00 21300.0 .0 5618.1 15681.9 .24 .00 1.70 1.91 .000127 167. 176. 223. 2470.9 TYPE- 455.53 456.09 .0 3310.2 .000 .046 0 0 1490 NH CARD USED *SBCNO 28492.000 I 16AUG96 13:39:46 TARGET- .06 7711.4 .037 0 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR XTRIAL IDC ICONT 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW .000 436.10 1007.79 .00 1428.82 2610.10 1722.390 .06 .00 516.30 217.5 31.6 457.50 .000 435.60 1031.48 .00 1603.13 2736.39 HL O~OSS L-BANK ELEV VOL TWA R-BANK BLEV MTN ELMIN SSTA COP. AR TOPWID ENDST 1696.540 .05 .00 510.00 285.6 41.1 456.50 .000 435.20 1087.18 .00 1465.06 2767,54 TARGET- 1548.880 .06 .OS .00 510.00 6954.1 357.6 50.7 458.60 .039 .000 435.60 1057.03 0 .00 1356.80 2589.88 TARGET- 1449.910 .05 .03 .00 510.00 8206.5 410.8 57.2 458.80 .037 .000 436.60 1036.89 0 .00 1332.72 2470.91 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV ~ ELMXN SSTA COP. AR TOPEID ~NDST PAGE PAGE 3O 31 3470 ENCROACHMENT STATIONS- 1215.0 2578.6 TYPB- I TARGET- 1363.640 28492.000 19.77 456.07 .00 455.57 456.13 .06 .04 .00 510.00 21300.0 .0 5792.1 15507.9 .28 .00 1.79 2.05 .000142 406. 324. 307. .0 .000 1 3234.1 .047 0 7548.7 .036 0 490.7 66.4 459.20 · 000 436.30 1232.47 · 00 1239.28 2578.64 1490 NH CARD USED *SECNO 28720.000 1530 MANNINGS N VALUES FOR CHANN~LCOt4POSITED 3265 DIVIDED FLOW 3470 ENCROACI~4ENT STATIONS- 1280.0 28720.000 19.31 456.11 .00 21300.0 .0 7047.9 14252.1 .32 .00 2.20 2.27 .000196, 173. 228. 338. 2516.7 TYPE- i TARG~T- 455.62 456.19 .08 .0 3203.2 6274.1 .000 .045 .037 0 0 0 1490 NH CARD USED *SECNO 28890.000 1530 MANNINGS N VALUES FOR CHANNELCO~/POSITBD 3265 DIVIDED FLOW 3302 WAINING: COlf//T~(]/ CHANGE OUTSIDE OF ACCEpTABLE RANGE, KRATIO - 3470 ENCROACHMENT STATIONS- 1289.0 2526.0 TYPE- i TARGET- 28890.000 19.03 456.13 .00 455.65 456.25 .12 21300.0 .0 8838.5 12461.5 .0 3008.6 4857.2 · 34 .00 2.94 2.57 .000 .048 .040 .000423 153. 170. 194. 0 0 0 16AU~96 13:39:46 SECNO DEPTH CWSEL CRIWS NSELK EG HV O QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNC~ XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1490 NH CARD USED *SECNO 29124.000 1530 MANNINGS N VALUES FOR CHANNEL CO, POSITED 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 1264.0 2359.2 TYPE- i TARGET- 29124.000 18.79 456.19 .00 455.70 456.46 .27 21300.0 .0 15734.2 5565.8 .0 3420.8 2267.7 .36 .00 4.60 2.45 .000 .046 .040 .000836 161. 234. 337. 2 0 0 1490 NH CARD USED *SECNO 29651.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3470 ENCROACIiMENT STATIONS- 1168.0 2590.9 TYPE- I TARGET- 29651.000 18.56 456.62 .00 456.24 456.76 .14 21300.0 .0 11378.3 9921.7 .0 3505.0 3792.5 .40 .00 3.25 2.62 .000 .046 .040 .000458 600. 527. 404. 2 0 0 1490 NH CARD USED *SECNO 29831.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1147.0 2421.3 TYPE- i TARGET- 29831.000 18.56 456.70 .00 456.33 456.83 .13 21300.0 .0 9792.2 11507.8 .0 3320.1 3923.4 .42 .00 2.95 2.93 .000 .044 .036 .000330 171. 180. 197. 2 0 0 1236.670 .05 .01 510.00 561.2 74.7 458.60 .000 436.80 1296.59 .00 1108.64 2516.67 .68 1237.000 .05 .01 512.00 598.1 79.5 460.00 .000 437.10 1312.45 .00 1091.73 2526.00 HL OLOSS L-BANK ELEV VOL TWA R-B~NK ELEV WTN ELMIN SSTA CORAR TOPWXD ENDST 1095.220 .16 .05 512.00 642.9 86.8 459.00 .000 437.40 1288.01 .00 993.63 2359.22 1422.890 .29 .01 512.00 712.9 97.2 457.40 .000 438.06 1189.51 .00 1047.29 2590.89 1274.320 .07 .00 512.00 744.4 101.4 458.00 .000 438.14 1168.20 .00 867.61 2421.32 PAGE 32 16AUG96 13:39=46 SECNO DEPTH CWSEL CRIWS WSELK BG O OLOB OCH OROB ALOB ACH TIME VLOB VCH ~OB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC 1490 NH CARD USED *SECNO 30027.000 1530 MANNINGS N VALUES FOR CHANNEL COt4POSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE P. ANGB, 3470 ENCROACI~4ENT STATIONS- 1128.0 2140.6 TYPE- 30027.000 18.51 456.74 .00 456.38 457.00 21300.0 .0 13206.3 8093.7 .0 3123.9 .44 .00 4.23 3.86 .000 .050 .001025 148. 196. 299. 2 0 1490 NH CARD USED *SE(NO 30384.000 1530 MANNINGS N VALUES FOR CIIANNEL COtdlK)SIT~D 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 1045.0 30384.000 16.93 457.07 .00 21300.0 .0 17010.8 4289.2 .46 .00 5.98 5.39 .001979 371. 357. 410. 1994.8 TYPE- 456.74 457.60 .0 2845.0 .000 .049 2 0 1490 NH CARD USED *SEC~O 30604.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 1014.0 30604.000 19.14 457.69 .00 21300.0 .0 14755.9 6544.1 .47 .00 5.12 3.55 .001473 269. 220. 319. 2149.7 TYPE- 457.42 458.04 .0 2879.6 .000 .050 2 0 16AU~96 13:39:46 SECNO DEPTH CWSEL CRIWS WSELK NG 0 OLOB QCH OROB ALOE ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC 1490 NH C~USI~D *SRC::BIO 30958.000 1530 M~T/NG8 N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3470 ENCROACHMENT STATIONS- 1048.0 2300.6 TYPE- 30958.000 19.60 458.15 .00 457.93 458.26 21300.0 .0 3471.5 17828.5 .0 1620.9 .61 .00 2.28 2.71 .000 .051 .000336 303. 354. 302. 2 0 1490 NH ~ USED *SECNO 31335.000 1530 HAI~ZNGSN VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW HV IlL OLOSS L-BANK ELEV AROB VOL TWA R-BANK ELEV XNR WTN ELMIN SSTA ZCONT CORAR TOIRIID RNDST KRATIO - .57 TARGET- 1012.640 .26 .13 .04 512.00 2098.4 779.6 106.0 460.00 .043 .000 438.23 1149.03 0 .00 700.64 2140.64 TAI~ET- 949.780 .53 .52 .08 512.00 ._ 795.6 817.7 111.0 460.00 .048 .000 438.14 1064.74 0 .00 441.98 1994.78 TARGET- 1135.690 .34 .42 .02 511.00 1843.9 841.8 115.0 461.00 .047 .000 438.55 1031.22 0 .00 834.36 2149.69 HV IlL OLOSS L-BANK BLEV AROB VOL TWA R-BANK RLEV XNR WTN BLMIN SS~A ICONT CORJLR TOPNID BNDST KRATIO - 2.10 TARGET- 1252.640 .11 .20 .02 511.00 6584.9 888.9 122.2 462.00 .041 .000 438.55 1063.40 0 .00 1146.62 2300.64 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE P, AIqGE, KRATIO - .36 PAGR 33 PAGE 34 'T 3470 ENCROACHMENT STATIONS- 1037.0 31335.000 19.54 458.09 .00 21300.0 .0 10593.2 10706.8 .52 .00 7.43 4.14 .002555 377. 377. 344. CCHV- .500 CE}tV- .700 *SECNO 32150.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS i 16AUG96 13:39:46 2171.3 TYPE- I TARGET- 457.83 458.65 .56 .0 1425.7 2584.6 .000 .047 .042 2 0 0 1134.320 .26 .14 511.00 937.9 131.0 461.00 .000 438.55 1052.61 .00 1059.21 2171.32 HL OLOSS L-BANKELBV VOL TWA R-BANKELEV WTN ELMIN SSTA COP, AR TOPWID BNDST PAGE 35 3470 ENCROACHMENT STATIONS- 3040.0 32150.000 21.12 458.12 .00 21300.0 .0 20335.4 964.6 .53 .00 i0.60 2.35 .001781 160. 170. 180. 1490 NH CARD USED *SECNO 32200.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD- 3470 ENCHOACHMENT STATIONS- 3050.0 32200.000 22.93 457.93 .00 21300.0 .0 19761.1 1538.9 .53 .00 13.17 6.39 .001041 50. 50. 50. *SECNO 32230.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD- 3470 ENCROACHMENT STATIONS- 3050.0 32230.000 23.10 458.10 .00 21300.0 .0 19728.5 1571.5 .53 .00 12.97 6.31 .001003 50. 50. 50. 4400.0 TYPE- I TARGET- 457.91 459.79 1.67 .0 1919.2 410.4 .000 .035 .055 2 0 0 463.60 MAX ELLC- ******** 4440.0 TYPE- I TARGET- 457.71 460.47 2.55 .0 1499.9 240.9 .000 .015 .021 2 0 0 463.60 MAX SLLC- ******** 4440.0 ]IYPE- i TARGET- 457.91 460.57 2.47 .0 1521.0 249.0 .000 .015 .021 2 0 0 1360.000 .37 .78 460.50 950.6 133.8 460.00 .000 437.00 3402.73 .00 328.64 4400.00 1390.000 .07 .61 461.50 952.9 134.1 461.50 .000 435.00 3401.22 .00 168.18 4401.60 1390.000 .05 .04 461.50 954.9 134.3 461.50 .000 435.00 3400.70 .00 169.91 4401.99 16AUG96 13:39:46 SECNO DEPTH CWSEL CRIWS WSELK EG }IV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CCHV- . 100 CEHVm . 300 *SE(NO 32250. 000 3265 DIVIDED FLOW 3301 }IV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- 3040.0 4400.0 TYPE- i TARGET- HL OLOSS L-BANKELEV VOL TWA R-BANKELEV WTN ELMIN SSTA COP, AR TOPWID ENDST 1360.000 PAGE 36 32250.000 23.36 460.36 .00 460.31 460.77 .41 .00 .21 460.50 14900.0 125.7 12338.0 2433.3 169.8 2191.3 1572.5 955.0 134.3 460.00 · 000 437.00 3040.00 · 53 .76 5.63 1.55 .055 .045 .055 .000744 1. 1. 1. 2 0 0 .00 998.25 4400.00 1490 NH CARD USED *SBCNO 32305.000 3265 DIVIDBD F~Rq 3302 WA~tNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KP. ATIO - .50 3470 ENCROACHMENT STATIONS- 1825.0 3316.0 TYPE- I TARGET- 32305.000 22.47 460.17 .00 460.15 460.96 .79 14900.0 .0 11684.3 3215.7 .0 1519.5 714.6 .53 .00 7.69 4.50 .000 .045 .055 .003018 55. 55. 55. 2 0 0 1490 NH CARD USED *SSCNO 32725. 000 1530 MANNINGS N VALUES FOR CI{ANNEL COM~OSITED 3265 DIVIDSD F~OW 3302 WA~NING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE ~,~/~3B, ~3~ATIO = 1.90 3470 ENCROACHMENT STATIONS- I 16AUS96 13: 39: 46 1634.0 2110.0 TYPE- i TARGBT- SECNO DEPTH CWSEL C~INS WSBLK EG H~ O QLOB QCH QROB ALOB ACH A~OB TIME VLOB VCH VROB XNL XNCH XITR SLOPE XLOBL XLCH XLOBR IT~IA~ IDC ICONT 32725.000 23.09 461.29 .00 461.18 461.61 .32 14900.0 5235.3 9664.7 .0 1891.2 1848.6 .0 .56 2.77 5.23 .00 .060 .042 .000 .000836 380. 420. 520. 2 0 1490 NH CARD USED *SECNO 33145.000 1530 MANNINGS N VALUES FOR CRANNEL CONPOSITED 3265 DIVIDED FLOW 3470 BNCROAC~/MENT STATIONS- 1390.0 33145.000 23.37 461.77 .00 14900.0 .0 14884.9 15.1 .59 .00 3.63 .98 .000865 385. 420. 290. 1945.0 TYPE- i TARGET- 461.50 461.98 .20 .0 4101.9 15.4 .000 .054 .055 2 0 0 1490 NH CARD USED *SECNO 33470.000 1530 MANNINGS N VALUES FOR CH~II~L COHPOSITED 3470 ~CEOAC~D4ENT STATIONS- 1135.0 1560.0 TYPE- I TARGET- 33470.000 23.00 462.00 .00 461.71 462.36 .36 14900.0 .0 14900.0 .0 .0 3092.5 .0 .61 .00 4.82 .00 .000 .041 .000 .001287 315. 325. 260. 2 0 0 1491.000 .07 .11 465.00 958.9 135.3 460.00 .000 437.70 2158,88 .00 479.26 3316.00 476.000 HL OLOSS L-BANK VOL T~A R-BANK WT~ ELM~N SSTA COP~d~ TOPEXD ENDST .61 .05 463.00 987.6 139.8 100000.00 .000 438.20 1634.00 .00 401.84 2105.24 555.000 .35 .01 460.64 1024.7 143.7 460.00 .000 438.40 1390.00 .00 428.79 1945.00 425.000 .34 .05 460.20 1051.6 146.8 100000.00 .000 439.00 1135.00 .00 425.00 1560.00 1490 NH CARD USBD *SECNO 34260.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3470 ENCROAC/~MENT STATIONS- 868.0 1520.0 TYPE- i TARGET- 652.000 3495 OVERBANKAR~A ASSUMED NON-EFFECTIVE, ELLEA- 461.20 ELREA- 100000.00 34260.000 24.20 463.00 .00 462.28 463.14 .14 .75 .0 4956.2 .0 1124.6 14900.0 .0 14900.0 .0 .68 .00 3.01 .00 .000 .054 .000 .000 .000737 830. 790. 250. 2 0 0 .00 .02 461.20 156.2 100000.00 438.80 868.00 603.93 1471.93 PAGE 37 16AUG96 13:39:46 P~E 38 SECNO DEPTH CWSEL CRIWS WSELK EG }IV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP. AR TOPWID 1490 NH CARD USED *SECNO 34850.000 3301 }IV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .50 3470 ENCROACHMENT STATIONS- 660.0 1500.0 TYPE- i TARGET- 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, I~r.T.~l%. 464.30 ELREA- 840.000 100000.00 34850.000 23.86 463.16 .00 462.30 464.18 1.02 .78 .0 1838.0 .0 1170.6 14900.0 .0 14900.0 .0 .70 .00 8.11 .00 .000 .045 .000 .000 .002994 520. 590. 640. 2 0 0 .00 1490 NH CARD USED *SECHO 34950.000 3265 DIVIDED FLOW 3301 HV CHANGEDMORE THAN HVINS 3470 ENCROACHMENT STATIONS- 660.0 1520.0 TYPE- i TARGET- 34950.000 24.68 463.98 .00 463.42 464.45 .47 14900.0 2831.8 12068.2 .0 1394.9 1999.2 .0 .71 2.03 6.04 .00 .056 .045 .000 .001653 110. 100. 90. 3 0 0 L-BANK ELEV R-BANK RLEV SSTA ENDST 1490 NH CARD USED *SECNO 36970. 000 3470 ENCROACHI~I~F STATIONS- 2900.0 3845.0 TYPE- i TARGET- 36970.000 26.66 466.66 .00 465.98 466.96 .30 15600.0 .0 9982.2 5617.8 .0 1895.7 2687.8 .84 .00 5.27 2.09 .000 .042 .060 .000964 2020. 2020. 2020. 3 0 0 .26 464.30 161.5 100000.00 439.30 1317.40 180.55 1497.96 860.000 .22 .05 464.30 1176.8 162.7 100000.00 .000 439.30 660.00 .00 805.70 1508.81 945.000 2.49 .02 465.00 1361.8 203.3 465.00 .000 440.00 2900.00 .00 945.00 3845.00 1 16AU~96 13: 39: 46 SECNO DEPTH CWSEL CRIWS WSELK BG }iV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XI~OBL XLCH XLOBR ITRIAL IDC ICONT 1490 NH CARD USED *SECNO 38200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 3470 ENCROA(~-IMENT STATIONS- 1751.0 2682.0 TYPE- i TARGET- 38200.000 26.41 467.41 .00 466.70 467.50 .09 15600.0 2033.5 6383.4 7183.1 1660.3 2188.5 3451.1 .98 1.22 2.92 2.08 .060 .045 .055 .000275 1150. 1230. 950. 2 0 0 1490 NH CARD USED *SECH0 39290.000 3470 ENCROACtlMENT STATIONS- 1360.0 2064.0 TYPE- i TARGET- 39290.000 25.82 467.70 .00 466.98 467.82 .12 15600.0 968.0 7796.3 6835.7 764.9 2279.3 3457.2 1.09 1.27 3.42 1.98 .055 .044 ,055 .000292 980. 1090. 1110. 2 0 0 1490 NH CARD USED *SECNO 39440.000 HL OLOSS L-BANKELEV VOL TWA R-BANKELRV WTN ELMIN SSTA CORAR TOPWXD ENDST 1.87 931.000 .52 .02 467.40 1508.3 225.6 462.00 .000 441.00 1751.00 .00 931.00 2682.00 704.000 .31 .01 464.00 1679.5 245.6 460.00 .000 441.88 1360.00 .00 704.00 2064.00 PAGE 39 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNINg: CONVEYANCE CHANGE OUTSXDR OF ACC~PTABI~ P. AN~E, KRATIO - .46 3470 ENCROAC~4ENT STATIONS- 3921.0 4514.0 TYPE- i TARGET- 39440.000 25.39 467.39 .00 466.71 468.09 .70 15600.0 778.4 12934.3 1887.3 356.6 1763.1 955.4 1.10 2.18 7.34 1.98 .055 .045 .060 · 001355 150. 150. 280. 2 0 0 I 16AUG96 13: 39: 46 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH /a. ROB TIME VLOB VCH VROB XNL XNCH ~ SLOPE XLOBL XLCH XLOBR ZTRIAL IDC ICONT 1490 NH CARDUSED *SBC~K) 39490.000 2800 NAT Q1- 5502.07 WSELK- 467.14 ENC Q1- 5502.07 WSEL~ NAT Q1- 6273. PATIOS LOB, CH, ROB- .1405 .8522 .0072 WS~L~ 3470 ENCHOACHM~NT STATIONS- 3964.7 4310.0 TYPE- 4 T~ET- 39490.000 25.84 467.84 .00 467.14 468.18 .34 15600.0 448.4 15151.6 .0 210.9 3180.7 .0 1.10 2.13 4.76 .00 .045 .045 .000 .000824 50. 50. 50. 2 0 0 1490 NH CArD USED *SECHO 39540.000 2800 NAT Q1- 4624.28 WSELK- 467.05 ENC Q1- 4624.28 WSFJa- NAT QI- 5510. PATIOS LOB, CH, ROB- .1155 .6682 .2163 WSEL- 3265 DIVIDED FLOW 3470 ENCHOAC/~4ENT STATIONS= 3940.6 4513.5 TYPEs 4 TAR~ETm 39540.000 25.70 467.70 .00 467.05 468.31 .61 15400.0 620.2 12374.3 2405.5 306.1 1797.3 1053.8 1.10 2.03 6.88 2.28 .055 .045 .050 .001163 50. 50. 50. 2 0 0 1490 NH CARl) USED *SECHO 40650.000 2800 NAT Q1- 4470.31 #SELK- 468.20 ENC Q1- 4470.31 WSEL- NAT 01- 5318. RATIOS LOB, CH, ROB- .1396 .6122 .2482 WSEL- 3470 ENCROAChMeNT STATIONS- 4592.3 5024.0 TYPE- 4 TARGET- 40650.000 28.95 468.95 .00 468.20 469.22 .27 10200.0 710.8 7464.3 2024.9 520.8 1572.4 893.1 1.18 1.36 4.75 2.27 .060 .045 .045 .000530 1400. 1110. 800. 2 0 0 1490 NH CAP,,DUSED *SEONO 48000.000 2800 NAT Q1- 5688.88 WSELK- 470.69 BNC Q1- 5688.88 #SET~ NAT Q1- 7069. RATIOS LOB, CH, ROB- .3808 .3778 .2413 WSEL- I 16AU(~96 13:39:46 SEONO DEPTH CWSEL CHIWS WSELK ~ HV Q OLOB QCH QROB ALOB ACH AROB TIME %~bOB VCH VROB ~ XNCH XI~ SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 3470 ENCROACHMENT STATIONS- 1793.4 2917.0 TYPE- 4 TA~GET- 48000.000 25.92 471.52 .00 470.69 471.62 .10 9800.0 3462.6 4580.2 1757.2 2551.7 1323.7 1717.3 1.93 1.36 3.46 1.02 .055 .045 .060 .000292 5700. 7350. 2900. 2 0 0 1490 NH CA~DUSED 593.000 .10 .18 464.00 1702.6 248.8 462.50 .000 442.00 3921.00 .00 538.88 4514.00 HL OLOSS L-BANK BLBV VOL TNA R-BANK ELEV MTN E~IN SSTA CORAR TOPWID ENDST 467.94 PATIO~ .0000 467.94 .123 .05 .04 467.50 1706.3 249.3 468.50 _ .000 442.00 3964.69 .00 339.46 4304.15 467.85 RATIO- .0000 467.85 .161 .0S .08 464.00 1710.0 249.8 462.50 .000 442.00 3940.62 .00 535.37 4513.51 469.00 PATIO~ .0000 469.00 .159 .88 .03 464.80 1784.1 261.0 457.80 .000 440.00 4592.33 · 00 431.65 5023.98 471.49 1UtTIO- .0000 471.49 HL OLOSS L-BANKELEV VOL TWA R-BANKELEV WTN ELMIN SSTA CORAR TOPWID ENDST .195 2.39 .02 457.00 2316.4 343.9 466.50 .000 445.60 1793.44 .00 1123.58 2917.02 PAGB PAGE 4O 41 *sECNO S1350.000 2800 NAT Q1- 4224.83 NSELK- 472.00 ENC Q1- 4224.83 NSEL- NAT Q1- 5556. RATIOS LOB, CH, ROB- .3640 .6351 .0009 NSEL- 3470 ~qCROACHMENT STATIONS- 3784.2 4515.0 TYPE- 4 TARGET- 51350.000 26.30 472.80 .00 472.00 472.91 .11 9400.0 1547.5 7852.5 .0 1173.6 2776.9 .0 2.30 1.32 2.83 .00 .055 .045 .000 .000499 3600. 3350. 3700. 2 0 0 1490 NH CARD USED *SECNO 53350.000 2800 NAT Q1- 6377.59 WSELK- 472.57 ~NC Q1- 6377.59 WSEL- NAT 01' 7955. ~ATIOS hOB, CH, ROB- .4222 .5629 .0149 WSEL- 3265 DIVIDED FLOW 3302 WAI~NING: CONVEYANCE C~ANGE OUTSIDE OF ACCEPTABLE RANGE, KP. ATIO - 1.49 3470 BNCROAC~A~ENT STATIONS- 4204.1 5670.0 TYPE- 4 TARGET- 53350.000 25.41 473.41 .00 472.57 473.54 .13 9400.0 2903.7 6496.3 .0 2514.6 1946.1 .0 2.50 1.15 3.34 .00 .050 .045 .000 .000226 1650. 2000. 1750. 2 0 0 1490 NH CARD USED *SECHO 55590.000 2800 NAT Q1- 2878.28 WSELK- 473.25 ENC Q1- 2878.28 WSEL~ NAT Q1- 3716. PATIOS LOB, CH, ROB- .3145 .6778 .0077 WSEL- I 16AUG96 13:39:46 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB 0CH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNC~ ~ SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICON~ 472.80 RATIO- . 0000 472.80 .240 1.29 .00 470.30 2700.9 419.8 470.20 .000 446.50 3784.16 .00 730.84 4515.00 473.37 RATIO- .0000 473.37 .198 .62 .01 456.00 2879.2 457.7 467.00 .000 448.00 4204.09 .00 1175.72 5670.00 474.05 RATIO- .0000 474.05 HL OLOSS L-BANK ELEV VOL T~A R-BANK ELEV ~ ELMIN SSTA COP. AR TOPWID BNDST PAGE 42 3265 DIVIDED FLOW 3302 i~RNING: CONVEYANCE C"r/ANGE OUTSIDE OF ACCEPTABLE RANGE, K~ATIO - 3470 ENCHOACHM~NT STATIONS= 3539.5 4340.0 TYPE- 4 TARGET- 55590.000 21.69 474.09 .00 473.25 474.58 .49 9400.0 1218.5 8181.5 .0 975.7 1364.9 .0 2.61 1.25 5.99 .00 .060 .045 .000 .001075 2000. 2240. 2200. 2 0 0 1490 NH CARD USED *SEC/qO 56940.000 3265 DIVIDED FLOW 3470 ENCROAC}D4ENT STATIONS' 3800.0 4415.0 TYPE- i TARGET- 56940.000 26.37 475.37 .00 474.50 47g.68 .32 9400.0 2357.4 7042.6 .0 1189.5 1380.4 .0 2.70 1.98 5.10 .00 .054 .045 .000 .000647 1250. 1350. 1250. 2 0 0 i 16AUG96 13: 39: 46 .46 .225 .93 .11 470.00 3044.5 500.0 472.00 .000 452.40 3539.52 .00 644.32 4340.00 615.000 1.09 .02 462.00 3118.1 516.4 100000.00 .000 449.00 3800.00 · 00 481.78 4415.00 PAGE 43 ************************************* H~C-2 HATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* THIS RUN EXECUTED 16AU(]96 NOTE- ASTERISK {*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUi~4ARY OF ERRORS LIST DENTON CREEK, TEXAS 13:39:50 PRINTOUT TABLE 110 SECNO CMSEL DIFKWS 25530.000 453.52 .00 25530.000 454.11 .59 25770.000 453.97 .00 25770.000 454.51 .54 26830.000 454.69 .00 26830.000 455.08 .39 26880.000 454.71 .00 26880.000 455.38 .67 ~7165.000 455.24 .00 * 27165.000 455.80 .56 27449.000 455.35 .00 27449.000 455.89 .53 27748.000 455.42 .00 27748.000 455.95 .52 27992.000 455.48 .00 27992.000 455.99 .51 28168.000 455.53 .00 28168.000 456.03 .50 28492.000 455.57 .00 28492.000 456.07 .50 28720.000 455.62 .00 28720.000 456.11 .49 16AU~96 13:39=46 SE(NO CWSEL DIFKWS * 28890.000 455.65 .00 * 28890.000 456.13 .49 29124.000 455.70 .00 29124.000 456.19 .49 29651.000 456.24 .00 29651.000 456.62 .38 29831.000 456.33 .00 29831.000 456.70 .37 * 30027.000 456.38 .00 * 30027.000 456.74 .36 30384.000 456.74 .00 30384.000 457.07 .32 30604.000 457.42 .00 30604.000 457.69 .27 * 30958.000 457.93 .00 * 30958.000 458.15 .22 * 31335.000 457.83 .00 * 31335.000 458.09 .26 32150.000 457.91 .00 32150.000 458.12 .21 32200.000 457.71 .00 32200.000 457.93 .22 32230.000 457.91 .00 32230.000 458.10 .19 32250.000 460.31 .00 32250.000 460.36 .05 * 32305.000 460.15 .00 * 32305.000 460.17 .02 * 32725.000 461.18 .00 * 32?25.000 461.29 .11 EG 454.25 454.78 454.44 454.95 455.09 455.64 455.17 455.73 455.35 455.89 455.43 455.95 455.49 456.00 455.55 456.05 455.59 456.09 455.64 456.13 455.71 456.19 455.78 456.25 456.03 456.46 456.39 456.76 456.48 456.83 456.67 457.00 457.32 457.60 457.80 458.04 458.04 458.26 TOPWID 235.67 240.13 272.69 276.63 1199.25 438.77 1173.21 1313.36 1418.55 1428.82 1551.59 1603.13' 1445.81 1465.06 1344.42 1356.80 1313.08 1332.72 1220.21 1239.28 1095.73 1108.64 TOPW'rD 1077.66 1091.73 984.06 993.63 1020.00 1047.29 857.57 867.61 680.98 700.64 429.26 441.98 825.02 834.36 1140.63 1146.62 QLOB QLOB QCH QROB PER, NC 8TBNCL STCHL STC~R STBNCR~ .00 20600.00 .00 248.00 2494.00 2495.20 2742.67 2742.00_.:~ .00 20600.00 .00 249.00 2494.00 2495.20 2742.67 2743.00 .00 20600.00 .00 285.00 2495.00 2495.20 2780.00 2780.00~m~ .00 20600.00 .00 285.00 2495.00 2495.20 2780.00 2780.00! .00 18285.60 3014.40 2581.00 2619.00 2619.58 3100.00 5200.00 · 00 21020.09 279.91 580.42 2619.58 2619.58 3100.00 3200.00 .00 20894.04 405.96 .00 .00 1012.00 1585.00 .00 .00 19816.87 1483.13 1656.71 1012.00 1012.00 1585.00 2668.71 .00 7005.48 14294.52 .00 .00 985.00 1308.00 .00 · 00 6509.82 14790.18 1625.10 985.00 985.00 1308.00 2610.101~ · 00 6474.64 14825.36 .00 .00 1014.00 1534.00 .00j .00 5825.05 15474.95 1722.39 1014.00 1014.00 1534.00 2736.39 .00 6740.86 14559.14 .00 .00 1071.00 1606.00 .00 6306.32 14993.68 1696.54 1071.00 1071.00 1606.00 2767~ .00 8458.92 12841.08 .00 .00 1041.00 1543.00 .00 .00 8052.81 13247.19 1548.88 1041.00 1041.00 1543.00 2589.88 .00 S923.54 15376.46 .00 .00 1021.00 1419.00 .00'~ .00 5618.06 15681.94 1449.91 1021.00 1021.00 1419.00 2470.91. · 00 6096.39 15203.61 .00 .00 1215.00 1605.00 .00 · 00 5792.10 15507.90 1363.64 1215.00 1215.00 1605.00 2578.64~,~ · 00 7338.39 13961.61 .00 .00 1280.00 1689.00 00 .00 7047.87 14252.13 1236.67 1280.00 1280.00 1689.00 2516.67' ~ PAGE 44 ~ QCH QROB PBRBNC ~I'BNCL STC~L STCHR ST~NCR .00 9353.64 11946.~6 2~26.00 .00 1289.00 1696.00 2526.00~ .00 8838.48 12461.52 1237.00 1289.00 1289.00 1696.00 2526.00 .00 16547.19 4752.81 .00 .00 1264.00 1620.00 .00 .00 15~34.20 5565.80 1095,~2 1264.00 1264.00 1620.00 2159.22~ .00 11~44.22 9555.~8 .00 .00 1165.00 1615.00 .00 .00 11]~8.35 9921.65 1422.a9 1168.00 1165.00 1615.00 2590,89~" .00 10000.05 11299.95 .00 .00 114~.00 15~0.00 .00~ .00 9~92.25 1150~.~5 12~4.32 114~.00 114~.00 15~0.00 2421.]2~ .00 13549.02 ~50.98 .00 .00 1128.00 152~.00 .00' ' .00 13206.31 8093.69 1012.64 1128.00 1128.00 152~.00 2140.64 .00 1~098.64 4201,36 .00 .00 1045.00 144~.00 .00 .00 1~010.~5 4289.25 949.~8 1045.00 1045.00 144~.00 1994,~8 .00 14980,4~ 6319.53 .00 .00 1014.00 1350,00 .00 .00 14755.85 6544.15 1135.69 1014.00 1014,00 1350.00 2149.69~ .00 3542.99 l~SV.O1 .00 .00 1048.00 1285,00 .00 ,00 3471,52 1782B,48 1252.64 1048.00 1048.00 1285.00 2300,64' 458.49 1022.21 .00 11147.37 10152.63 .00 .00 1037.00 1204.00 .00 458.65 1059.21 .00 10593.17 10706.83 1134.32 1037.00 1037.00 1204.00 2171.32~ 459.64 375.99 .00 20414.29 885.70 3140.00 3040.00 3400.00 3525.00 6180.00 459.79 328.64 .00 20335.43 964.56 1360.00 3040.00 3400.00 3525.00 4400.00 460.36 165.96 .00 19803.74 1496.26 3210.00 3050.00 3390.50 3539.50 6260.00~ 460.47 168.18 .00 19761.06 1538.94 1390.00 3050.00 3390.50 3539.50 4440.00~ 460.46 168.00 .00 19764.42 1535.58 3210.00 3050.00 3390.50 3539.50 6260.00 460.57 169.91 .00 19728.49 1571.51 1390.00 3050.00 3390.50 3539.50 4440.00~, 460.68 1263.17 116.95 11910.53 2872.52 3140.00 3040.00 3400.00 3525.00 6180.00 460.77 998.25 128.70 12338.01 2433.29 1360.00 3040.00 3400.00 3525.00 4400.00 460.85 506.02 .00 11155.87 3744.13 .00 .00 2110.00 2325.00 .00 460.96 479.26 .00 11684.26 3215.74 1491.00 1825.00 2110.00 2325.00 3316.00~"~ 461.39 1563.96 5528.39 8214.34 1157.27 .00 .00 1940.00 2110.00 .00 461.61 401.84 5235.26 9664.74 .00 476.00 1634.00 1940.00 2110.00 2110.00 33145.000 461.50 .00 461.67 1325.54 56.39 13787.78 1055.83 .00 .00 1390.00 1935.00 .00 33145.000 461.77 .27 461.98 428.79 .00 14884.92 15.08 555.00 1390.00 1390.00 1935.00 1945,00 33470.000 461.71 .00 461.93 1465.95 275.83 33470.000 462.00 .29 462.36 425.00 .00 16AUG96 13:39:46 SECNO CWSEL DIFKWS EG TOPWID QLOB 34260.000 462.28 .00 462.45 588.75 1.02 34260.000 463.00 .72 463.14 603.93 .00 * 34850.000 462.30 .00 463.51 164.59 .00 * 34850.000 463.16 .86 464.18 180.55 .00 463.81 1652.11 3975.62 * 34950.000 463.42 .00 34950.000 463.98 .56 464.45 805.70 2831.81 36970.000 465.98 .00 466.25 1083.26 11.47 36970.000 466.66 .68 466.96 945.00 .00 * 38200.000 466.70 .00 %66.77 1222.16 2428.29 * 38200.000 467.41 .72 467.50 931.00 2033.49 39290.000 466.98 .00 467.09 1026.64' 1484.22 39290.000 467.70 .72 467.82 704.00 968.00 * 39440.000 466.71 .00 467.35 847.68 1345.60 * 39440.000 467.39 .68 468.09 538.88 778.41 39490.000 467.14 .00 467.44 550.99 1767.27 39490.000 467.84 .70 468.18 339.46 448.37 39540.000 467.05 .00 467.55 872.52 1447.43 39540.000 467.70 .66 468.31 535.37 620.19 40650.000 468.20 .00 468.43 826.37 1077.72 40650.000 468.95 .75 469.22 431.65 710.76 48000.000 470.69 .00 470.78 1538.55 3511.55 48000.000 471.52 .83 471.62 1123.58 3462.56 51350.000 472.00 .00 472.08 1438.63 2838.07 51350.000 472.80 .81 472.91 730.84 1547.52 * 53350.000 472,57 .00 472.68 2182.27 3181.35 473.54 1175.72 2903.73 * 53350.000 473.41 .84 * 55590.000 473.25 .00 473.67 1412.60 1865.67 * 55590.000 474.09 .84 474.58 644.32 1218.49 56940.000 474.50 .00 474.79 1465.21 2736.88 56940.000 475.37 .86 475.68 481.78 2357.39 i 16AUG96 13: 39:46 DENTON C~EK, TE~ PRINTOUT TABLE 150 SECN0 XLCH 25530.000 .00 25530.000 .00 25770.000 240.00 25770.000 240.00 26830.000 1010.00 26830.000 1010.00 26880.000 50.00 26880.000 50.00 27165.000 284.00 * 27165.000 284.00 27449.000 284.00 27449.000 284.00 27748.000 299.00 27748.000 299.00 ELTRD .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 12204.82 14900.00 14898.98 14900.00 14900.00 14900.00 10924.38 12068.19 9165.66 9982.15 5970.47 6383.42 7266.80 7796.31 12201.68 12934.29 13762.22 15151.63 11286.05 12374.30 6902.16 7464.35 4258.46 4580.22 6557.56 7852.48 6153.57 6496.27 7513.56 8181.51 6635.67 7042.61 ~LLC ELMIN Q CWSEL .00 434.40 20600.00 453.52 .00 434.40 20600.00 454.11 .00 434.60 20600.00 453.97 .00 434.60 20600.00 454.51 .00 436.30 21300.00 454.69 .00 436.30 21300.00 455.08 .00 436.20 21300.00 454.71 .00 436.20 21300.00 455.38 .00 436.10 21300.00 455.24 .00 436.10 21300.00 455.80 .00 435.60 21300.00 455.35 .00 435.60 21300.00 455.89 .00 435.20 21300.00 455.42 .00 435.20 21300.00 455.95 2419.34 .00 QROB .00 .00 .00 .00 .00 .00 6422.87 5617.85 7201.23 7183.09 6848.98 6835.68 2052.52 1887.30 70.51 .00 2666.52 2405.51 2220.12 2024.89 2029.99 1757.22 4.37 .00 65.08 .00 20.77 .00 27.46 .00 CRIWS .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 · 00 .00 1135.00 1560.00 .00 425.00 1135.00 1135.00 1560.00 1560.00 PAGE 45 pERENC STENCL STCHL STCHR ST~NC~ .00 .00 868.00 1520.00 .00 652.00 868.00 868.00 1520.00 1520.00 .00 .00 1310.00 1520.00 .00 840.00 660.00 1310.00 1520.00 1500.00 .00 .00 1310.00 1520.00 .00 860.00 660.00 1310.00 1520.00 1520.00 .00 .00 2900.00 3060.00 .00 945.00 2900.00 2900.00 3060.00 3845.00 .00 .00 2100.00 2270.00 .00 931.00 1751.00 2100.00 2270.00 2682.00 .00 .00 1525.00 1675.00 .00 704.00 1360.00 1525.00 1675.00 2064.00 .00 .00 4040.00 4150.00 .00 593.00 3921.00 4040.00 4150.00 4514.00 .00 .00 4030.00 4310.00 .00 .12 3964.69,_ 4030.00 4310.00 4310.00 .00 .00 4040.00 4150.00 .00 .16 3940.62 4040.00 4150.00 4513.51 .00 .00 4730.00 4815,00 .00 .16 4592.33 4730.00 4815.00 5023.98 .00 .00 2370.00 2445.00 .00 .20 1793.44 2370.00 2445.00 2917.02 .00 .00 4160.00 4515.00 .00 .24 3784.16 4160.00 4515.00 4515.00 .00 .00 5570.00 5670.00 .00 .20 4204.09 5570.00 5670.00 5670.00 .00 .00 4250.00 4340.00 .00 .23 3539.52 4250.00 4340.00 4340.00 .00 .00 4335.00 4415.00 .00 615.00 3800.00 4335.00 4415.00 4415.00 IO*F,S 9.06 7.98 S.25 4.70 7.89 9.50 7.62 10.59 3.89 3.01 2.48 2.08 1.97 1.63 PAGE 46 EG 454.25 454.78 454.44 454.95 455.09 455.64 455.17 455.73 455.35 455.89 455.43 455.95 455.49 456.00 AREA .01K 6.86 3000.97 6843.65 6.56 3141.22 7292.26 5.50 3742.11 8992.90 5.30 3890.40 9501.79 5.48 5477.10 7583.05 6.06 3677.15 6911.18 5.53 4341.02 7717.00 4.94 5155.39 6546.34 3.07 8518.81 10794.94 2.71 9315.63 12267.11 1.99 9814.38 13531.77 1.69 10657.26 14769.19 2.13 10267.72 15167.97 1.89 11042.74 16670.81 27992.000 244.00 .00 .00 27992.000 244.00 .00 .00 28168.000 176.00 .00 .00 28168.000 176.00 .00 .00 28492.000 324.00 .00 .00 28492.000 324.00 .00 .00 28720.000 228.00 .00 .00 28720.000 228.00 .00 .00 * 28890.000 170.00 .00 .00 * 28890.000 170.00 .00 .00 29124.000 29124.000 234.00 234.00 .00 .00 435.60 21300.00 455.48 .00 455.55 2.26 435.60 21300.00 455.99 .00 456.05 1.88 436.60 21300.00 455.53 .00 455.59 1.50 436.60 21300.00 456.03 .00 456.09 1.27 436.30 21300.00 455.57 .00 455.64 1.67 436.30 21300.00 456.07 .00 456.13 1.42 436.80 21300.00 455.62 .00 455.71 2.31 436.80 21300.00 456.11 .00 456.19 1.96 437.10 21300.00 455.65 .00 455.78 5.10 437.10 21300.00 456.13 .00 456.25 4.23 · 00 437.40 21300.00 455.70 .00 456.03 10.12 · 00 437.40 21300.00 456.19 .00 456.46 8.36 29651.000 527.00 .00 .00 29651.000 527.00 .00 .00 29831.000 180.00 .00 .00 29831.000 180.00 .00 .00 196.00 196.00 * 30027.000 * 30027.000 .00 .00 BLTRD ELT~C .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 463.60-999999.00 463.60-999999.00 463.60-999999.00 463.60-999999.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 16AUG96 SBCNO 30384.000 30384.000 30604.000 30604.000 * 30958.000 * 30958.000 * 31335.000 * 31335.000 32150.000 32150.000 32200.000 32200.000 32230.000 32230.000 32250.000 32250.000 * 32305.000 * 32305.000 * 32725.000 * 32725.000 33145.000 33145.000 33470.000 33470.000 34260.000 34260.000 * 34850.000 * 34850.000 * 34950.000 34950.000 36970.000 36970.000 * 38200.000 * 38200.000 I 16AU~96 13:39:46 357.00 357.00 220.00 220.00 354.00 354.00 377.00 377.00 170.00 170.00 50.00 50.00 SO.O0 50.00 1.00 1.00 55.00 55.00 420.00 420.00 420.00 420.00 325.00 325.00 790.00 790.00 590.00 590.00 100.00 100.00 2020.00 2020.00 1230.00 1230.00 13:39:46 SECNO XLCH ELTRD ELLC 438.06 21300.00 456.24 .00 456.39 5.28 438.06 21300.00 456.62 .00 456.76 4.58 438.14 21300.00 456.33 .00 456.48 3.72 438.14 21300.00 456.70 .00 456.83 3.30 .00 438.23 21300.00 456.38 .00 456.67 11.41 .00 438.23 21300.00 456.74 .00 457.00 10.25 ELMIN O C~S~L CRIWS ~ 10*KS 438.14 21300.00 456.74 .00 457.32 21.47 438.14 21300.00 457.07 .00 457.60 19.79__ 438.55 21300.00 457.42 .00 457.80 16.45 438.55 21300.00 457.69 .00 458.04 14.73 438.55 21300.00 457.93 .00 458.04 3.64 438.55 21300.00 458.15 .00 458.26 3.36 438.55 21300.00 457.83 .00 458.49 30.20 438.55 21300.00 458.09 .00 458.65 25.55 437.00 21300.00 457.91 .00 459.64 18.62 437.00 21300.00 458.1,2 .00 459.79 17.81 435.00 21300.00 457.71 .00 460.36 10.91 435.00 21300.00 457.93 .00 460.47 10.41 435.00 21300.00 457.91 .00 460.46 10.45 435.00 21300.00 458.10 .00 460.57 10.03 437.00 14900.00 460.31 .00 460.68 6.99 437.00 14900.00 460.36 .00 460.77 7.44 437.70 14900.00 460.15 .00 460.85 27.71 437.70 14900.00 460.17 .00 460.96 30.18 438,20 14900.00 461.18 .00 461.39 6.17 438.20 14900.00 461.29 .00 461.61 8.36 438.40 14900.00 461.50 .00 461.67 8.03 438.40 14900.00 461.77 .00 461.98 8.65 439.00 14900.00 461.71 .00 461.93 7.26 439.00 14900.00 462.00 .00 462.36 12,87 438.80 14900.00 462.28 .00 462.45 6.48 438.80 14900.00 463.00 .00 463.14 7.37 439.30 14900.00 462.30 .00 463.51 35.34 439.30 14900.00 463.16 .00 464.18 29.94 439.30 14900.00 463.42 .00 463.81 15.29 439.30 14900.00 463.98 .00 464.45 16.53 440.00 15600.00 465.98 .00 466.25 9.73 440.00 15600.00 466.66 .00 466.96 9.64 441.00 15600.00 466.70 .00 466.77 2.68 441.00 15600.00 467.41 .00 467.50 2.75 2.32 10070.53 14159.87 2.11 10764.75 15551.91"-" 1.88 10846.48 17409.68-- 1.70 11516.70 18901.05~w] 1.98 10160.06 16479.82~ 1.79 10782.82 17868.54 2.40 8935.39 14007.18~ 2.20 9477.26 15208.21~J 3.26 7339.12 9432.75 2.94 7865.83 10355.83__ 5.05 5207.67 6694.40~ 4.60 5688.48 7368.68'--' 3.48 6900.58 9273.76__ 3.25 7297.50 9954.39q 3.11 6925.88 11049 77 2.95 7243.56 11731.66 6305.02~ 4.50 4970.55 6651.56__J 4.23 5222.31 10.78 10.60 13.44 13.17 13.20 12.97 PAGE 47 VCH AREA .01K~m] 6.22 3499.60 4597.06 5.98 3640.58 4788.26m~ 5.35 4497.97 5251.69'--j 5.12 4723.49 5548.89 2.39 7850.71 11162.54jm 2.28 8106.86 11625.os.] 8.02 3733.31 3875.89 7.43 4010.27 4214.11 2287.90 2329.60 5047.71 1703.79 6448.17 1740.83 6602.46m~ 1737.87 6590.1L~ 1770.00 6724.46 5.45 4379.17 5637.62~ 5.63 3933.63 5461.19 7.36 2375.01 2830.75 7.69 2234.04 2712.30 4.49 5227.01 5997.48~ 5.23 3739.77 5153.2~J 3.46 5152.97 5259.13 3.63 4117.38 5065.88~ 4.09 5700.06 5531.4~ 4.82 3092.47 4153.46 3.29 4530.91 5853.32~ 3.01 4956.21 5489.5C ~ 8.82 1689.19 2506.56 8.11 1838.02 2723.27 5.78 4214.77 3810.22~. 6.04 3394.04 3664.9 5.13 4803.73 5001.35 5.27 4583.58 5025.5"~ 2.88 8014.56 9526.8~_ 2.92 7299.91 9399.28 PAGE 48 ELMIN O CWSBL CRIWS BG 10*KS VCH AREA .01K 39290.000 1090.00 .00 .00 441.88 15600.00 466.98 .00 467.09 2.95 3.35 7177.86 9075.53 39290.000 1090.00 .00 .00 441.88 15600.00 467.70 .00 467.82 2.92 3.42 6501.34 9133.40 * 39440.000 150.00 * 39440.000 150.00 39490.000 50.00 39490.000 50.00 .00 .00 .00 .00 .00 .00 .00 .00 39540.000 50.00 .00 .00 39540.000 50.00 .00 .00 40650.000 1110.00 40650.000 1110.00 48000.000 7350.00 48000.000 7350.00 51350.000 3350.00 51350.000 3350.00 * 53350.000 2000.00 * 53350.000 2000.00 * 55590.000 2240.00 * 55590.000 2240.00 56940.000 1350.00 56940.000 1350.00 i 16AUG96 13: 39: 46 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 DENTON CREEK, TEXAS SU~4ARY PRINTOUT TABLE 150 SECNO Q CWSEL 25530.000 20600.00 453.52 25530.000 20600.00 454.11 25770.000 20600.00 453.97 25770.000 20600.00 4S4.51 26830.000 21300.00 454.69 26830.000 21300.00 455.08 26880.000 21300.00 454.71 26880.000 21300.00 455.38 27165.000 21300.00 455.24 * 27165.000 21300.00 455.80 27449.000 21300.00 455.35 27449.000 21300.00 455.89 27748.000 21300.00 455.42 27748.000 21300.00 455.95 27992.000 21300.00 455.48 27992.000 21300.00 455.99 28168.000 21300.00 455.53 28168.000 21300.00 456.03 28492.000 21300.00 455.57 28492.000 21300.00 456.07 28720.000 21300.00 455.62 28720.000 21300.00 456.11 * 28890.000 21300.00 455.65 * 28890.000 21300.00 456.13 29124.000 21300.00 455.70 29124.000 21300.00 456.19 29651.000 21300.00 456.24 29651.000 21300.00 456.62 29831.000 21300.00 456.33 29831.000 21300.00 456.70 * 30027.000 21300.00 456.38 * 30027.000 21300.00 456.74 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 DIPWSP .00 .59 .00 .54 .00 .39 .00 .67 .00 .56 .00 .53 .00 .52 .00 .51 .00 .50 .00 .50 .00 .49 .00 .49 .00 .49 .00 .38 .00 .37 .00 .36 442.00 442.00 442,00 442.00 442.00 442.00 440.00 440.00 445.60 445.60 446.50 446.50 448.00 446.00 452.40 452.40 449.00 449.00 DIFWSX .00 .00 .45 .40 .72 .57 .02 .30 .53 .43 .11 .09 .07 .06 .06 .05 .05 .o4 .04 .04 .05 .04 .03 .03 .06 .05 .54 .43 .09 .08 .05 .04 15600.00 15600.00 15600.00 15600,00 15400.00 15400.00 10200.00 10200.00 9800.00 9800.00 9400.00 94OO.0O 9400.00 9400.00 9400.00 9400.00 9400.00 9400.00 DIFK~S .00 .59 .00 .54 .00 .39 .00 .67 .00 .56 .00 .53 .00 .52 .00 .51 .00 .50 .00 .50 .00 .49 .00 .49 .00 .49 .00 .38 .00 .37 .00 .36 466.71 467.39 467.14 467.84 467.05 467.90 468.20 468.95 470.69 471.52 472.00 472.80 472.57 473.41 473.25 474,09 474.50 475.37 TOP'ID 235.67 240.13 272.69 276.63 1199.25 438.77 1173.21 1313.36 1418.55 1428.82 1551.59 1603.13 1445.81 1465.06 1344.42 1356.80 1313.08 1332.72 1220.21 1239.28 1095.73 1108.64 1077.66 1091.73 984.06 993.63 1020.00; 1047.29 857.57 867.61 680.98 700.64 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 240.00 240.00 1010.00 1010.00 50.00 50.00 284.00 284.00 284.00 284.00 299.00 299.00 244.00 244.00 176.00 176.00 324.00 324.00 228.00 228.00 170.00 170.00 234.00 234.00 527.00 527.00 180.00 180.00 196.00 196.00 467.35 468.09 467.44 468.18 467.55 468.31 468.43 469.22 470.78 471.62 472.08 472.91 472.68 473,54 473.67 474.58 474.79 475.68 13.93 13.55 8.04 8.24 11.09 11.63 5.21 5.30 2.97 2.92 4.95 4.99. 2.17 2.26 10.67 10.75 6.68 6.47 7.23 7.34 4.60 4.76 6.54 6.88 4.58 4.75 3.38 3.46 2.63 2.83 3.31 3.34 5.83 5.99 5.06 5.10 3523.48 3075.12 3875.16 3391.62 3812.65 3157.16 3647.37 2986.27 6207.60 5592.74 4986.53 3950.46 5309.11 4460.75 3091.95 2340.62 3393.94 2569.91 PAGE 49 4179 · 04 4238.59 5502.07 5434.55 4624.28 4516.10 4470,31 4429.16 5668.88 5730.43 4224.83 4208.34 6377.59 6252.47 2878.28 2867.26 3638.08 3696.57 I 16AUG96 13:39=46 PA~E 50 SECNO 30384.000 30384.000 30604.000 30604.000 30958.000 30958.000 31335.000 31335.000 32150.000 32150.000 32200.000 32200.000 32230.000 32230.000 32250.000 32250.000 32305.000 32305.000 32725.000 32725.000 33145.000 33145.000 33470.000 33470.000 34260.000 34260.000 34850.000 34850.000 34950.000 34950.000 36970.000 36970.000 38200.000 38200.000 16AUG96 SECNO 39290.000 39290.000 39440.000 39440.000 39490.000 39490.000 39540.000 39540.000 40650.000 40650.000 48000.000 48000.000 51350.000 51350.000 53350.000 53350.000 55590.000 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 21300.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 14900.00 15600.00 15600.00 15600.00 15600.00 13:39:46 15600.00 15600.00 15600.00 15600.00 15600.00 15600.00 15400.00 15400.00 10200.00 10200.00 9800.00 9800.00 9400.00 9400.00 9400.00 9400.00 9400.00 OISEL 456.74 457.07 457.42 457.69 457.93 458.15 457.83 458.09 457.91 458.12 457.71 457.93 457.91 458.10 460.31 460.36 460.15 460.17 461.18 461.29 461.50 461.77 461.71 462.00 462.28 463.00 462.30 463.16 463.42 463.98 465.98 466.66 466.70 467.41 466.98 467.70 466.71 467.39 467.14 467.84 467.05 467.70 468.20 468.95 470.69 471.52 472.00 472.80 472.57 473.41 473.25 DIFWSP .00 .32 .00 .27 .00 .22 .00 .26 .00 .21 .00 .22 .00 .19 .00 .05 .00 .02 .00 .11 .00 .27 .00 .29 .00 .72 .00 .86 .00 .56 .00 .68 .00 .72 DIPMSP . O0 .72 .00 .68 .00 .70 .00 .66 .00 .75 .00 .83 .00 .81 .00 .84 .00 DIFWSX .37 .32 .68 .63 .51 .46 -.10 -.08 .08 .03 -.21 -.20 .20 .17 2.40 2.26 -.16 -.19 1.04 1.13 .32 .48 .21 .23 .56 1.00 .02 .16 1.12 .82 2.56 2.68 .72 .75 DIFWSX .29 .29 -.27 -.31 .44 .45 -.10 -.14 1.15 1.24 2.49 2.58 1.31 1.28 .57 .61 .68 DIFKWS .00 .32 .00 .27 .00 .22 .00 .26 .00 .21 .00 .22 .00 .19 .00 .05 .00 .02 .00 .11 .00 .27 .00 .29 .00 .72 .00 .86 .00 .56 .00 .68 .00 .72 DIF~S ' .00 .72 .00 .68 .00 .70 .00 .66 .00 .75 .00 .83 .00 .81 .00 .84 .00 TOPWID 429.26 441.98 825.02 834.36 1140.63 1146.62 1022.21 1059.21 375.99 328.64 165.96 168.18 168.00 169.91 '1263.17 996.25 506.02 479.26 1563.96 401.84 1325.54 428.79 1465.95 425.00 588.75 603.93 164.59 180.55 1652.11 805.70 1083.26 945.00 1222.16 931.00 TOPWID 1026.64 704.00 847.68 538.88 650.99 339.46 872.52 535.37 826.37 431.65 1538.55 1123,58 1438.63 730.84 2182.27 1175.72 1412.60 357.00 357.00 220.00 220.00 354.00 354.00 377.00 377.00 170.00 170.00 S0.00 50.00 SO.O0 50.00 1.00 1.00 55.00 55.00 420.00 420.00 420.00 420.00 325.00 325.00 790.00 790.00 590.00 590.00 100.00 100.00 2020.00 2020.00 1230.00 1230.00 1090.00 1090.00 150.00 150.00 50.00 50.00 50.00 50.00 1110.00 1110.00 7350.00 7350.00 3350.00 3350.00 2000.00 2000.00 2240.00 PAGE 51 * 55590.000 9400.00 474.09 .84 .68 .84 644.32 2240.00 1.25 .00 1465.21 1350.00 56940.000 9400.00 474.50 .00 56940.000 9400.00 475.37 .86 1.28 .86 481.78 1350.00 i 16AUG96 13:39:46 PAGE S13~4"~%RY OF ERRORS AND SPECIAL NOTES WARNING SECNO- 27165.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 28890.000 PROFILE- i CONVEYANC~ CHANGE OUTSIDE ACCEPTABLE EANGE WARNING SECNO- 28890.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 30027.000 PROFILE- i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 30027.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 30958.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECI~O- 30958.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 31335.000 PROFILE- I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANG~ WARNING SECNO- 31335.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SEC~O- 32305.000 PROFILE- i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 32305.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCepTABLE RANGE WARNING SECNO- 32725.000 PROFILE- I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 32725.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 34850.000 PROFILE- I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 34850.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCRPTABLE RANGE WARNING SEC}lO- 34950.000 PROFILE- i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECIIO- 38200.000 PROFILE- i CONVEYANC~ CIiAIq~E OUT$IDE ACC~PTABLE RANGE WARNING SEC}lO- 38200.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 39440.000 PROFILE- i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 39440.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 53350.000 PROFILE- I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 53350.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 55590.000 PROFILE- i CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 55590.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE i 16AUG96 13:39:46 PAGE 53 FLOODWAY DATA, DENTON CREEK, TEXAS PROFILE NO. 2 STATION ....... FLOODWAY ....... WATER SURFACE ELEVATION WIDTH SECTION MEAN WITH WITHOUT DIFFERItNCE AREA VELOCITY FLOODWAY FLOODWAY 25530.000 240. 3141. 6.6 454.1 453.5 .6 25770.000 277. 3890. 5.3 454.5 454.0 26830.000 571. 3677. 5.8 455.1 454.7 .4 26880.000 1632. 5155. 4.1 455.4 454.7 .7 27165.000 1602. 9316. 2.3 455.8 455.2 .6 27449.000 1705. 10657. 2.0 455.9 455.4 .5 27748.000 1680. 11043. 1.9 455.9 455.4 27992.000 1533. 10765. 2.0 456.0 455.5 28168.000 1434. 11517. 1.8 456.0 455.5 28492.000 1346. 10783. 2.0 456.1 455.6 .5 28720.000 1220. 9477. 2.2 456.1 455.6 28890.000 1214. 7866. 2.7 456.1 455.6 29124.000 1071. 5688. 3.7 456.2 455.7 .5 29651.000 1401. 7297. 2.9 456.6 456.2 .4 29831.000 1253. 7244. 2.9 456.7 456.3 .4 30027.000 992. 5222. 4.1 456.8 456.4 .4 30384.000 930. 3641. 5.9 457.0 456.7 .3 30604.000 1118. 4723. 4.5 457.7 457.4 .3 30958.000 1237. 8106. 2.6 458.1 457.9 .2 31335.000 1119. 4010. 5.3 458.1 457.8 .3 32150.000 997. 2330. 9.1 458.1 457.9 .2 32200.000 1000. 1741. 12.2 457.9 457.7 .2 32230.000 1001. 1770. 12.0 458.1 457.9 .2 32250.000 1360. 3934. 3.8 460.3 460.3 .0 32305.000 1157. 2234. 6.7 460.1 460.1 .0 32725.000 471. 3740. 4.0 461.3 461.2 .1 33145.000 555. 4117. 3.6 461.8 461.5 ,3 33470.000 425. 3092. 4.8 462.0 461.7 .3 34260.000 604. 4956. 3.0 463.0 462.3 .7 34850.000 181. 1838. 8.1 463.2 462.3 .9 34950.000 849. 3394. 4.4 464.0 463.4 .6 36970.000 945. 4584. 3.4 466.7 466.0 .7 38200.000 931. 7300. 2.1 467.4 466.7 .7 39290.000 704. 6501. 2.4 467.7 467.0 .7 39440.000 593. 3075. 5.1 467.4 466.7 .7 39490.000 339. 3392. 4.6 467.8 467.1 .7 39540.000 573. 3157. 4.9 467.7 467.0 .7 40650.000 432. 2986. 3.4 469.0 468.2 .8 48000.000 1124. 5593. 1.8 471.5 470.7 .8 51350.000 731. 3950. 2.4 472.8 472.0 .8 53350.000 1466. 4461. 2.1 473.4 472.6 .8 55590.000 800. 2341. 4.0 474.0 473.2 .8 16AUG96 13:39:46 PAGE 54 FLOODWAY DATA, DENTON CREEK, TEXAS PROFILE NO. 2 STATION ....... FLOODWAY ....... WATER SURFACEELI~VATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AR~A VELOCITY FI&X)D~AY FLOODWAY 56940.000 615. 2570. 3.7 475.4 474.5 .9 Appendix H Soils Information The following pages are excerpts from the Soil Survey of Dallas County, Texas United States Department Of Agriculture Soil Conservation Service in cooperation with Texas Agricultural Experiment Station The Andrew Brown Park West property is situated on the following soils: soil type 36: Frio silty clay, occasionally flooded soil type 37: Frio silty clay, frequently flooded soil type 39: Gowen loam, occasionally flooded soil type 73: Trinity clay, frequently flooded I m 19 18 t)ALLA~ t'Q~N ~r 39 .' 36, ~ ]2 51 11 78 11 51 43 78 2O a <) . 78 61 72 36 14 ?8 ~2 59 U.S. DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE S01L LEGEND DALLAS COUN,'rY TEXAS CONVENTIONAL AND SPECIAL SYMBOLS LEGEND SYMBOL 4 S 6. ? -9 10 11 12 14 .15-- 17 19 20 21 22 -24- 25 .33- 2~ -30- -32' 33 34 -,315.. 36 37 39 40 41 NAME Awen~s, loamy, ~ltly undulItiflI ~ Austin dl~ c~, I ~o 3 ~t ~ Austin ~lty C~. 3 to S ~t ~ ~11 fi~ ~ I~. OTO 1 ~l ~ ~.0~ !~ ~~0m3~t~ ~~ lm3~M ~ I~. f~t~ f~ ~ston 81~k-Ur~n I1~ ~lx, 0 to 4 ~nt ~s SYMBOL 47 48 51 S2' S3 S4 SS S7 SS 60 63 64 SS 71 ~2 94- 77 8O CULTURAL FEATURES Minor civil dh~ien Reservation (national forest or park, slate Iorest or park, and lsrga airport) Land ~rant Lim~ ol s~i sul~ey (label) Field s~est matcNine & naatfine AD HOC BOUNDARY (libel) STATE COORDINAIE TICK LAND DIVISION CORNERS (Icl~ens am* ~ndIrenls) Divided(median drown Trail ROAD EMBLEMS & DESIGNATIONS Federal County, farm or ranch RAILROAD I~R TRANSMI.~ION LINE (normally not shown) PiPE LINE (normallif not shown) FENCE (normally not sho~n) LEVEES t . - . I I iD~'~" *iai I I ! MISCELLANEOUS CULTURAL ~'EATURES Farmsleed, housi (omit in uriah areas) Church Indian mound (label) Tower Located object (lebM) Tank (label) · Wells. oil or gas Windmill Kitchen midden WATER FEATURES DRAINAGE Perennial, double line Perennial, ~i~lle lit Iniormittent Drainage end Canals or ditches Double-line (label) Drainage and/or irrigatio~ LAKES, PONDS AND RESERVOIRS Perennial In~rmitlen! MISCELLANEOUS WATER FEATURES Marsh or s~amp W-r~out road W-dh roed W'dh railroad DAMS Large (to scale) Medium or small PITS Gravel pit < Spring Well, artesian Well, irrigation Wet spot Mine or quarry TEXAS AGRICULTURAL EXPERIMENT STATION '~SPECIAL,SYMBOLS FOR ~!LSURVEY ~ SOIL DELINEATIONS AND SYMBOLS ~ ESCARPMENTS illn bedrock (C)t~ts down Hope) SHORI* STEEP SLOPE GULLY DEPRESSION OR SINK SOIL S~MPLE SITE (normally not drown) MISCELLANEOUS Blowout Gund~ s~ck or ~ spa~ (s~d~) ~ Dumps ~ ~ similer ProOlinant biff or peak Sal~ spot sent s~ :-: Slid ~, or sJip (tips point upsk)pe) ) St~ ~y spot~ very stony spot 0 (D Index to map units Page 1--Altoga silty clay, 5 to 12 percent slopes, eroded .. 10 2--Arents, loamy, gently undulating ............................. 11 11 3--Arents, loamy, hilly .................................................... 4--Arents, clayey, gently undulating ............................. 11 5--Austin silty clay, I to 3 percent slopes ................... 12 6--Austin silty clay, 3 to 5 percent slopes ................... 12 7~Austin-Lewisville complex, 5 to 8 percent slopes, eroded ....................................................................... 13 8~Austin-Urban land complex, 0 to 2 percent slopes ........................................................................ 13 9--Austin-Urban land complex, 2 to 5 percent slopes ........................................................................ 13 10--^xtell fine sandy loam, 0 to I percent slopes ..... 14 1 l~Axtell fine sandy loam, I to 3 percent slopes ..... 15 12--Axtell fine sandy loam, 2 to 5 percent slopes, eroded ....................................................................... 15 13--AxtelI-Urban land complex, I to 5 percent slopes .................................................................... 15 14mBastsil fine sandy loam, 0 to 3 percent slopes... 16 15--BastsiI-Urban land complex, 0 to 2 percent 16 slopes ........................................................................ 16--Brackett loam, 3 to 5 percent slope~ ................... 16 17--Branyon clay, 0 to I percent slopes ..................... 16 18--Burleson clay, 0 to I percent slopes .................... 17 19--Burleson clay, 1 to 3 percent slopes .................... 17 20--Crockett fine sandy loam, 0 to 1 percent slopes 17 21--Crockett fine sandy loam, I to 3 percent slopes 18 22--Crockett fine sandy loam, 2 to 5 percent slopes, eroded ......................................................... 19 23--Dalco clay, 1 to 3 percent slopes ......................... 19 24--Dalco-Urban land complex, 0 to 3 percent slopes .......................................................... : ............. 19 25--Dutek loamy fine sand, I to 5 percent slopes ..... 20 26--Eddy clay loam, I to 3 percent slopes .................20 27--Eddy clay loam, 3 t~8 percent slopes ................. 20 28--Eddy-Brackett complex, 8 to 20 percent slopes. 21 29--Eddy-Brackett-Urban land complex, 8 to 15 percent slopes 22 30--Eddy-Stephen ~ ~ ~i~i"i"i~"~"~;"(~'~'~ ' ~i~'~' iii 22 31--Eddy-Urban land complex, 1 to 4 percent slopes ........................................................................ 23 32--Eddy-Urban land complex, 4 to 8 percent slopes ........................................................................ 23 33--Eufaula loamy fine sand, 0 to 2 percent slopes.. 23 34--Ferris-Heiden complex, 5 to 12 percent slopes .. 23 35--Ferris-Urban land complex, 5 to 12 percent slopes ........................................................................ 24 36--Frio silty clay, occasionally flooded ...................... 24 37--Frio silty clay, frequently flooded .......................... 25 38--Frio-Urban land complex ........................................ 25 39--Gowen loam, occasionally flooded ....................... 25 40--Gowen loam, frequently flooded ........................... 41--Heiden clay, I to 3 percent slopes ....................... 42~Heiden clay, 2 to 5 percent slopes, eroded ......... 43--Houston Black clay, 0 to 1 percent slopes .......... 44--Houston Black clay, I to 3 percent slopes .......... 45--Houston Black-Urban land complex, 0 to 4 percent slopes ......................................................... 46--Lewisville silty clay, I to 3 percent slopes ........... Page 26 26 26 27 27 27 28 47--Lewisville silty clay, 3 to 5 percent slopes ........... 28 48~Lewisville silty clay, 5 to 8 percent slopes ........... 28 49--Lewisville-Urban land complex, 0 to 4 percent slopes ........................................................................ 29 50~Lewisville-Urban land complex, 4 to 8 percent slopes ............................................................. : .......... 29 51--Mabank fine sandy loam, 0 to 1 percent slopes. 29 52--Mabank fine sandy loam, 1 to 3 percent slopes. 30 53~Nc)rmangee clay loam, 1 to 3 percent slopes ..... 30 54~Ovan clay, occasionally flooded ............................ 30 55~Ovan clay, frequently flooded ................................ 30 56--Pits and dumps ........................................................ 31 57--Rader-Mabank complex, 0 to 2 percent slopes.. 31 58~Rader-Urban land complex, 0 to 2 percent slopes ........................................................................ 31 59--Seagoville clay, occasionally flooded ................... 32 60--Silawa fine sandy loam, I to 3 percent slopes ... 32 61~Silawa fine sandy loam, 3 to 8 percent slopes ... 32 62~Silawa fine sandy loam, 2 to 8 percent slopes, eroded ....................................................................... 33 63--Silawa-Urban land complex, 2 to 6 percent slopes ........................................................................ 33 64--Silstid loamy fine sand, 0 to 3 percent slopes .... 33 65--Silstid-Urban land complex, 0 to 6 percent slopes ........................................................................ 33 66~Smithville loam ........................................................ 34 67~Stephen silty clay. I to 3 percent slopes .............34 68--Stephen silty clay, 3 to 5 percent slopes ............. 34 69~Stephen-Urban land complex, I to 4 percent slopes ........................................................................ 35 70--Sunev clay loam, I to 3 percent slopes ...............35 71~Sunev clay loam, 3 to 8 percent slopes ............... 35 72--Trinity clay, occasionally flooded .......................... 36 73~Trinity clay, frequently flooded ............................... 36 74~Trinity-Urban land complex .................................... 36 75--Urban land ................................................................ 36 76~Ustorthents, undulating ........................................... 37 77--Vertel clay, 5 to 12 percent slopes ....................... 37 78--Wilson clay loam, 0 to I percent slopes ..............37 79~Wilson clay loam, I to 3 percent slopes .............. 37 80--Wilson-Urban land complex, 0 to 2 percent slopes ........................................................................ 38 iv 'T 24 SOIL SURVEY and minor soils make up the rest. The Ferris soil is on the steeper slopes, and the Heiden soil is in valleys, on the lower part of slopes, and on ridgetops. These soils are so intermingled that it was not practical to separate them in mapping at the scale used. Typically, the surface layer of the Ferris soil is moder- ately alkaline, light yellowish brown clay 3 inches thick. To a depth of 28 inches, the soil is moderately alkaline, olive clay. To a depth of 41 inches, it is moderately alkaline, light brownish gray clay. To a depth of 72 inches, the soil is mottled light brownish gray, light olive brown, and gray shaly clay. Permeability is very slow, and the available water ca- pacity is high. Runoff is rapid, and the hazard of erosion is severe. Typically, the surface layer of the Heiden soil is mod- erately alkaline, dark grayish brown clay 19 inches thick. To a depth of 45 inches, the soil is moderately alkaline, grayish brown clay. The layer below that, to a depth of 78 inches, is mottled brownish gray, olive ye!Iow, and brownish yellow, moderately alkaline shaly clay. Permeability is very slow, and the available water ca- pacity is high. Runoff is rapid, and the hazard of erosion is severe. Included in mapping are small areas of Normangee, Houston Black, Trinity, and Vertel soils. The included soils make up less than 20 percent of any one mapped area. The soils in this complex are used mainly as rangeland and pasture. They have medium potential for these uses. The yield of forage on rangeland is good. The climax plant community consists of tall and mid grasses. Proper stocking and controlled grazing are needed in managing rangeland and pasture on these soils. The rapid runoff and the severe hazard of erosion are limitations to es- tablishing introduced grasses. These soils have Iow po- tential for use as cropland. These soils have Iow potential for urban uses. Limita- tions to urban uses are the very high shrink-swell poten- tial, Iow strength, and corrosivity of the soils, the unsta- ble slopes, and the hazard of erosion; they are difficult and costly to overcome. In addition, the walls of excava- tions tend to cave in or slough. These soils are limited for recreation uses by the clayey texture of the soil, the very slow permeability, and the steepness of slopes. These soils are in capability subclass Vie. The Ferris soil is in the Eroded Blackland range site, and the Heiden soil is in the Blackland range site. 35--Ferris-Urban land complex, 5 to 12 percent slopes. This complex is made up of deep, well drained, sloping and strongly sloping soils and areas of Urban land. The areas are irregular in shape and range from 15 to several hundred acres in size. Typically, the Ferris soil makes up about 60 percent of this complex, and Urban land, which consists of areas covered with buildings and pavement, makes up 25 per- cent; minor soils make up the rest. On about 50 percent of the acreage the soil has been altered by cutting, filling, and shaping. In many places, the cutting and shaping have exposed the underlying shaly clay. A thin layer of loamy and sandy topsoil has been added to many yards. The Ferris soil and Urban land are so inter- mingled that it was not practical to separate them in mapping at the scale used. Typically, the surface layer of the Ferris soil is moder- ately alkaline, light yellowish brown clay 3 inches thick. To a depth of 28 inches, the soil is moderately alkaline, olive clay. To a depth of 41 inches, it is moderately alkaline, light brownish gray clay. The layer below that, to a depth of 72 inches, consists of mottled, light brownish gray, light olive brown, and gray shaly clay. Permeability of the Ferris soil is very slow, and the available water capacity is high. Runoff is rapid, and the hazard of erosion is severe. Included in mapping are small areas of Heiden and Vertel soils. The included soils make up no more than 15 percent of any one mapped area. The Ferris soil has Iow potential for urban uses. Limita- tions to urban uses are the very high shrink-swell poten- tial, Iow strer)gth, and corrosivity of the soil, the unstable slopes, and the severe hazard of erosion. In addition, the walls of excavations tend to cave in or slough. These limitations are difficult to overcome. This map unit was not assigned to a capability sub- class or a range site. 36--Frio silty clay, occasionally flooded. This is a deep, well drained, nearly level soil on flood plains. The areas generally are long and narrow and range from about 20 to several hundred acres. This soil is occasion- ally flooded. The floodwaters are shallow, and the floods are of brief duration. Some areas are protected by levees. Typically, the surface layer is moderately alkaline, dark grayish brown silty clay 7 inches thick (fig. 9). To a depth of 32 inches, the soil is moderately alkaline, very dark grayish brown silty clay. To a depth of 53 inches, it is moderately alkaline, very dark grayish brown silty clay. To a depth of 74 inches, the soil is moderately alkaline, brown silty clay loam. Permeability is moderately slow, and the available water capacity is high. Runoff is slow, and the hazard of erosion is slight. Included in mapping are small areas of Gowen and Trinity soils. The included soils make up less than 10 percent of any one mapped area. This soil is used mainly as cropland and pasture. It has high potential for use as cropland and high potential for use as pasture. This soil is well suited to the crops commonly grown in the county. The yield of crops is good if the soil is properly managed. This soil is well suited to improved bermudagrass. This soil has Iow potential for urban uses because of the hazard of flooding and the Iow strength and corrosi- vity of the soil. It has Iow potential for recreation uses DALLAS COUNTY, TEXAS 25 Figure 9.--A profile of Frio silty clay, occasionally flooded. The dark surface soil is about 3 feet thick. because of the hazard of flooding and the clayey surface -' texture. This soil is in capability subclass IIw and in the Loamy Bottomland range site. 37--Frio silty clay, frequently flooded. This is a deep, well drained, nearly level soil on flood plains. The areas generally are long and narrow and range from 50 to several hundred acres. This soil generally is flooded one or more times each year. The floodwaters are shal- low, and the floods are of brief duration. Typically, the surf'ace layer is moderately alkaline, dark grayish brown silty clay 7 inches thick. To a depth of 46 inches, the soil is moderately alkaline, very dark grayish brown silty clay. To a depth of 74 inches, it is moderately alkaline, brown silty clay loam. Permeability is moderately slow, and the available water capacity is high. Runoff is slow, and the hazard of erosion is slight. Included in mapping are small areas of Gowen and Trinity soils. The included soils make up less than 15 percent of the mapped areas. This soil is used mainly as pasture, for which it has high potential. It is well suited to improved bermuda- grass. This soil is not suited to use as cropland because of the frequent flooding. This soil has very Iow potential for urban uses be- cause of the frequent flooding and the Iow strength and corrosivity of the soil. It is limited for recreation uses by the hazard of flooding and the clayey sudace texture. This soil is in capability subclass Vw and in the Loamy Bottomland range site. 38--Frio-Urban land complex. This complex is made up of deep, - nearly level, well drained soils and areas of Urban land on the flood plains of small streams. The areas are long and narrow and range from 30 to more than 1,000 acres. The Frio so_il makes up about 70 percent of this com- plex, and Urban land, which consists of areas covered with buildings and pavement, makes up 15 percent. The rest is minor soils. In some areas, fill material consisting of clay, broken concrete, and pavement has been stacked or spread 2 to 4 feet deep on the surface. The Frio soil and Urban land are so intermingled that it was not practical to separate them in mapping at the scale used. Typically, the surface layer of the Frio soil is moderate- ly alkaline, dark grayish brown silty clay 7 inches thick. To a depth of 53 inches, the soil is moderately alkaline, very dark grayish brown .silty clay. To a depth of 74 inches, it is moderately alkaline, brown silty clay loam. Permeability is moderately slow, and the available water capacity is high. Runoff is slow, and the hazard of erosion is slight. Included in mapping are small areas of Gowen and Trinity soils. The included soils make up less than 15 percent of any one mapped area. The Frio soil has Iow potential for urban uses because of the hazard of flooding. In most areas of this complex, however, levees have been constructed to prevent damage by floods. Other limitations to urban uses are the Iow strength and corrosivity of the soil. The Frio soil has Iow potential for recreation uses because of the hazard of flooding and the clayey surface texture. Some areas of this complex are used as greenbelts or open space and for city parks. This map unit was not assigned to a capability sub- class or a range site. 39--Gowen loam, occasionally flooded. This is a deep, well drained, nearly level soil on flood plains. The areas are long and narrow to oblong and range from 20 to 100 acres. This soil is subject to occasional flooding; 26 SOIL SURVEY floodwaters are shallow, and the floods are of brief dura- tion. Typically, the surface layer is a moderately alkaline, dark grayish brown loam 21 inches thick. To a depth of 32 inches, the soil is moderately alkaline, dark grayish brown clay loam, and there are thin strata of brown sandy loam. To a depth of 53 inches, the soil is moder- ately alkaline, grayish brown sandy clay loam, and there are thin strata of fine sand. To a depth of 80 inches, the soil is mottled, dark gray and dark yellowish brown, mod- erately alkaline sandy clay. Permeability is moderate, and the available water ca- pacity is high. Runoff is slow, and the hazard of erosion is slight. Included in mapping are small areas of Frio and Tdnity soils. The included soils make up less than 15 percent of any one mapped area. This soil is used mainly as pasture, for which it has high potential. It is well suited to improved bermuda- grass. This soil has high potential for crops. If this soil is used for crops, leaving crop residue on the surface will help to conserve moisture and maintain tilth and produc- tivity. This soil has Iow potential for urban uses because of the hazard of flooding and the corrosivity of the soil to uncoated steel. The flooding is a limitation that is difficult to overcome. Limitations to recreation uses are the clayey surface texture and the hazard of flooding. This soil is in capability subclass IIw and in the Loamy Bottomland range site. 40--Gowen loam, frequently flooded. This a a deep, well drained, nearly level soil on flood plains. The areas are long and narrow and range from 15 to 40 acres. This soil generally is flooded one or more times each year. The floodwaters are shallow, and the floods are of brief duration. Typically, the surface layer is neutral, brown clay loam 4 inches thick. To a depth of 35 inches, the soil is moderately alkaline, dark grayish brown loam and there are a few thin strata of brown clay loam. To a depth of 53 inches, the soil is moderately alkaline, grayish brown sandy clay loam, and there are common thin strata of fine sand. To a depth of 80 inches, the soil is moderately alkaline, dark gray and dark yellowish brown sandy clay. Permeability is moderate, and the available water ca- pacity is high. Runoff is slow, and the hazard of erosion is slight. Included in mapping are small areas of Frio and Trinity soils. The included soils make up less than 20 percent of any one mapped area. This soil is used as pasture, for which it has high potential. The yield of forage is high. This soil is well suited to improved bermudagrass. This soil has Iow po- tential for crops, mainly because of the hazard of flood- ing. This soil has very Iow potential for urban and recrea- tion uses. The hazard of flooding and the corrosivity of the soil are the main limitations. This soil is in capability subclass Vw and in the Loamy Bottomland range site. 41--Heiden clay, I to 3 percent slopes. This is a deep, well drained, gently sloping soil on uplands. The areas are oblong and range from 15 to about 200 acres. Typically, the surface layer is moderately alkaline, dark gray clay 6 inches thick. To a depth of 37 inches, the soil is moderately alkaline, very dark grayish brown clay. To a depth of 56 inches, it is moderately alkaline, grayish brown clay that has gray and yellowish brown mottles. The underlying material, to a depth of 78 inches, is shaly clay mottled in shades of gray and yellow. Permeability is very slow, and the available water ca- pacity is high. Runoff is medium, and the hazard of erosion is moderate. Included in mapping are small areas of Normangee, Houston Black, and Wilson soils. The included soils make UP less than 10 percent of any one mapped area. This soil is used mainly as cropland and pasture. It has high potential for these uses. The yield of forage and crops is high if the soil is properly managed. Crop resi- due should be left on the surface to help control runoff and-erosion and to maintain tilth and productivity. If this soil is used for row crops, terraces and contour farming are needed. This soil is well suited to improved bermuda- grass. This soil is well suited to use as rangeland. The climax plant community consists of tall and mid grasses. This soil has Iow potential for urban uses. The very high shrink-swell potential, corrosivity, and Iow strength of the soil are limitations. In addition, the walls of cuts and excavations tend to cave in or slough. These limita- tions can be overcome through good design and careful installation. This soil has Iow potential for recreation uses. The clayey surface texture is the main limitation. This soil is in capability-subclass lie and in the Black- land range site. 42--Heiden clay, 2 to 5 percent slopes, eroded. This is a deep, well drained, gently sloping soil on up- lands. The areas are mainly oblong to long and narrow and range from 15 to about 100 acres. In most areas, erosion has removed about 50 percent of the surface layer. Shallow gullies are common and are 20 to 60 feet apart. There are deep gullies in some mapped areas. Typically, the surface layer is moderately alkaline, dark gray clay 6 inches thick. To a depth of 37 inches, the soil is moderately alkaline, dark grayish brown clay. To a depth of 56 inches, it is moderately alkaline, grayish brown clay. The underlying material, to a depth of 78 inches, is shaly clay that has gray and yellow mottles. Permeability is very slow, and the available water ca- pacity is high. Runoff is rapid, and the hazard of erosion is severe. Included in mapping are small areas of Ferris soils. The included soils make up less than 20 percent of any one mapped area. This soil is used mainly as pasture, for which it has medium potential. It is well suited to improved bermuda- SOIL SURVEY 36 72--Trinity clay, occasionally flooded. This is a deep, somewhat poorly drained, nearly level soil on flood plains. The areas are long and range from 25 to as much as several thousand acres in size. This soil is subject to flooding during major storms unless levees are constructed to protect the areas. Typically, the surface layer is moderately alkaline, very dark grayish brown clay 5 inches thick. To a depth of 31 inches, the soil is moderately alkaline, very dark gray clay. To a depth of 48 inches, it is moderately alkaline, black clay. Below that, to a depth of 68 inches, the soil is moderately alkaline, black clay that has brownish mot- ties. Permeability is very slow, and the available water ca- pacity is high. Runoff is very slow, and the hazard of erosion is slight. Included in mapping are small areas of Ovan and Seagoville soils and small sloughlike areas of Trinity soils that are frequently flooded. The included soils make up less than 20 percent of any one mapped area. The Trinity soil is used mainly as cropland, for which it has high potential. If the soil is properly managed, the yield of the crops commonly grown in the county is good. Leaving crop residue on or near the surface helps to maintain the tilth and productivity of the soil. In places, drainage outlets are needed. This soil has high potential for use as pasture. It is well suited to improved bermuda- grass. This soil has very Iow potential for urban uses. The hazard of flooding and the wetness, corrosivity, and very high shrink-swell potential of the soil are limitations. In addition, the walls of cuts and excavations tend to cave in or slough. The hazard of flooding and clayey texture and wetness of the soil are the main limitations to recre- ation uses. This soil is in capability sub~:lass IIw and in Clayey Bottomland range site. 73--Trinity clay, frequently flooded. This is a deep, nearly level, somewhat poorly drained soil on flood plains. The areas are long and narrow and range from 30 to as much as several thousand acres. This soil is flooded two or three times in most years. The floodwater is shallow to moderately deep. Typically, the surface layer is moderately alkaline, dark gray clay 7 inches thick. To a depth of 20 inches, the soil is moderately alkaline, dark grayish brown clay. To a depth of 45 inches, it is moderately alkaline, very dark gray clay. Below that, to a depth of 68 inches, the soil is moderately alkaline, dark grayish brown clay. Permeability is very slow, and the available water ca- pacity is high. Runoff is slow, and the hazard of erosion is slight. Included in mapping are small areas of Ovan and Seagoville soils and island-like areas of Trinity soils that are occasionally flooded. The included soils make up less than 20 percent of any one mapped area. The Trinity soil is used mainly as pasture, for which it has high potential. It is well suited to improved bermuda- grass. This soil is not used for crops because of the frequent flooding. This soil has very Iow potential for urban uses and Iow potential for recreation uses. The frequent flooding and the wetness, corrosivity, very high shrink-swell potential, and clayey texture of the soil are limitations to these uses. In addition, the walls of cuts and excavations tend to cave in or slough. This soil is in capability subclass Vw and in the Clayey Bottomland range site. 74--Trinity-Urban land complex. This complex is made up of deep, nearly level, somewhat poorly drained soils and areas of Urban land on flood plains. The areas generally are long and narrow and range from 40 to as much as several hundred acres. The Trinity soil makes up about 60 percent of this complex, and Urban land, which consists of areas cov- ered with pavement and buildings, makes up 20 percent. Minor soils make up the rest. In some areas, fill material consisting of soil, rock, broken pavement, and trash has been stacked 2 to 4 feet deep on the surface. In some areas, clayey material, accumulated during the straight- ening of some stream channels, has been spread 1 to 3 feet deep on the flood plains. The Trinity soil and Urban land are so intermingled that it was not practical to- separate them in mapping at the scale used. Typically, the surface layer of the Trinity soil is moder- ately alkaline, very dark gray clay 30 inches thick. To a depth of 48 inches, the soil is moderately alkaline, black clay. Below that, to a depth of 80 inches, it is moderately alkaline, dark grayish brown clay. Permeability is very slow, and the available water ca- pacity is high. Runoff is very slow, and the hazard of erosion is slight. - Included in mapping are small areas of Frio, Gowen, and Ovan soils. The included soils make up less than 20 percent of any one mapped area. The soils in this complex have very Iow potential for urban uses, mainly because of the hazard of flooding. In most areas of Urban land, levees have been constructed to prevent damage by flooding. Other limitations to urban development are the very high shrink-swell potential, cor- rosivity, Iow strength, and wetness of the soil. The walls of cuts and excavations tend to cave in or slough. Wet- ness and the hazard of flooding are the main limitations to recreation uses. This map unit was not assigned to a capability sub- class or a range site. 75--Urban land. This map unit consists of extensively built up areas where 75 percent or more of the surface is covered with buildings and pavement. The soils in these areas have been altered or covered during urban devel- opment; therefore, it was not feasible to identify and separate them in mapping. The areas range from 40 to as much as several hundred acres in size. Residential areas make up about 10 percent of this complex. 'T 60 SOIL SURVEY The solum is more than 70 inches thick. The organic matter content is less than 1 percent. Throughout the control section, the soil is coarser than loamy very fine sand. When the soil is dry, the A horizon is brown or yellow- ish brown. It ranges from neutral to mildly alkaline. The Bt horizon is strong brown, reddish brown, or reddish yellow. The Eufaula soils in this survey area are taxadjuncts to the Eufaula series because the Bt horizon of fine sandy loam is in streaks and splotches and not in lamellae; however, these soils are similar to the soils of the Eu- faula series in use and management. Ferris series The Ferris series consists of deep, well drained, slop- ing and strongly sloping clayey soils. Ferris soils formed in clayey marine sediment on uplands. The slopes range from 5 to 12 percent. Typical pedon of Ferris clay, in an area of Ferris- Heiden complex, 5 to 12 percent slopes; from the inter- section of Belt Line Road and Pioneer Road, this pedon is located about 1.5 miles south of Mesquite, 3,000 feet northeast along Pioneer Road, and 50 feet west in a pasture: Al--0 to 3 inches; light yellowish brown (2.5Y 6/4) clay, light olive brown (2.5Y 5/4) moist; weak fine and very fine subangular blocky structure; extremely hard, very firm; many fine roots; common worm casts; few fine concretions of calcium carbonate; calcareous; moderately alkaline; abrupt wavy bound- ary. A12--3 to 16 inches; olive (5Y 5/4) clay, olive (5Y 4/4) moist; strong very fine and fine blocky structure; extremely hard, very firm; common fine roots; common worm casts; common fine concretions of calcium carbonate; calcareous; moderately alkaline; gradual wavy boundary. AC1--16 to 28 inches; olive (5Y 5/4) clay, olive (5Y 4/4) moist; common fine distinct light olive brown (2.5Y 5/4) mottles; moderate very fine to medium blocky structure; a few intersecting slickensides; extremely hard, very firm; common fine roots; 5 percent, by volume, soft masses of calcium carbonate; few worm casts; calcareous; moderately alkaline; gradual wavy boundary. AC2--28 to 41 inches; light brownish gray (2.5Y 6/2) clay; many medium distinct light olive brown (2.5Y 5/4) mottles; weak fine to coarse angular blocky structure; extremely hard, very firm; few roots; common fine seams and pockets of calcium carbon- ate; few worm casts; vertical cracks are 1/8 inch wide at a depth of 40 inches; calcareous; moderate- ly alkaline; clear smooth boundary. C--41 to 72 inches; mottled light olive brown (2.5Y 5/4), light brownish gray (2.5Y 6/2), and gray (10YR 5/1) shaly clay; light yellowish brown (2.5Y 6/4), rubbed; moderate fine to coarse platy structure; extremely hard, very firm; few fine roots between some peds; few clay balls; few pockets of calcium carbonate; calcareous; moderately alkaline. The solum is 30 to 60 inches thick. The soil generally has open cracks more than 20 inches deep in summer. The soil is calcareous throughout. When the soil is dry, the A horizon is grayish brown, brown, light yellowish brown, light olive brown, olive brown, olive gray, or olive. Where the color value is less than 3.5 when the soil is dry, the horizon is less than 12 inches thick or makes up less than half of the pedon. The AC horizon is olive, olive gray, light olive brown, or light brownish gray. In some pedons, it has mottles in shades of brown, gray, yellow, or olive. The C horizon is weathered shaly clay or shale. The gray colors are derived from the shale. In most pedons, the C horizon has concretions or soft masses of calcium carbonate. In some pedons, there are gypsum crystals in the AC and C horizons. Frio series The Frio series is made up of deep, well drained, clayey soils. Frio soils formed in recent alluvium on flood plains. The slopes are 0 to 2 percent. Typical pedon of Frio silty clay, frequently flooded; from the intersection of Dallas-Forth Worth Turnpike and Belt Line Road in Grand Prairie, this pedon is located 1,750 feet north on Belt Line Road, 3,500 feet east on county road, and 2,700 feet east in a pasture: Ap---0 to 7 iriches; dark grayish brown (10YR 4/2) silty clay, very dark grayish brown (10YR 3/2) moist; moderate fine subangular blocky structure; very hard, friable; common fine and medium roots; common worm casts; calcareous; moderately alka- line; gradual smooth boundary. A12--7 to 32 inches; very dark grayish brown (10YR 3/2) silty clay, very dark grayish brown (10YR 3/2) moist; strong very fine and fine subangular blocky structure; very hard, friable; common fine roots; cracks are common throughout when the soil is dry; common fine fragments of limestone; common worm casts; calcareous; moderately alkaline; gradual smooth boundary. A13--32 to 53 inches; very dark grayish brown (10YR 3/2) silty clay, very dark grayish brown (10YR 3/2) moist; moderate fine and medium subangular blocky structure; very hard, fdable; common fine roots; few fine fragments of limestone; common worm casts; calcareous; moderately alkaline; gradual wavy boundary. Cca--53 to 74 inches; brown (10YR 5/3) silty clay loam; moderate fine blocky structure; hard, friable; few fine roots; common fine threads and seams of calcium DALLAS COUNTY, TEXAS 61 carbonate; few shell fragments; few worm casts; cal- careous; moderately alkaline. The depth to sand, gravel, or limestone is more than 6 feet. The A12, A13, and Cca horizons are silty clay loam, silty clay, or clay loam and are more than 35 percent clay. When the soil is dry, the A horizon is dark grayish brown, very dark grayish brown, very dark brown, or dark brown; below a depth of about 30 inches, the soil is any of the above colors, or it is very dark gray, brown, or yellowish brown. In places, the soil is 5 to 10 percent limestone or siliceous pebbles. Gowen series The Gowen series is made up of deep, well drained, .. loamy soils on flood plains of the smaller streams. The slopes are 0 to 1 percent. Typical pedon of Gowen loam, occasionally flooded; from the intersection of Loop 12 and Shady Grove Road '"' in Irving, this pedon is located 1,800 feet east on Shady Grove Road and 500 feet south in a pasture: A11t0 to 21 inches; dark grayish brown (10YR 4/2) loam, very dark grayish brown (10YR 3/2) moist; moderate medium subangular blocky and granular structure; hard, friable; many fine roots; many fine pores; moderately alkaline; diffuse smooth boundary. A12--21 to 32 inches; dark grayish brown (10YR 4/2) clay loam, very dark grayish brown (10YR 3/2) moist; common thin strata of brown (10YR 5/3) --. sandy loam; weak medium blocky and granular structure; hard, friable; few fine roots; common fine pebbles and fine pores; moderately alkaline; gradual smooth boundary. - "Cl--32 to 52 inches; grayish brown (2.5Y 5/2) sandy clay loam, dark grayish brown (2.5Y 4/2) moist; common strata of light olive brown (2.5Y 5/4) fine ... sand 1/2 inch thick; a few strata are more than 1/2 inch thick; weak coarse blocky and moderate fine platy structure; very hard, friable; moderately alka- line; gradual wavy boundary. ,-.- C2--52 to 80 inches; mottled dark gray (10YR 4/1) and dark yellowish brown (10YR 4/4) sandy clay; weak coarse blocky structure; very hard, very firm; common fine siliceous pebbles; moderately alkaline. The soil is stratified throughout. The organic matter content varies irregularly from the surface to a depth of 50 inches. The solum ranges from moderately alkaline to neutral. In the control section, the clay content is 22 to 35 percent. The ^ horizon is 24 to 40 inches thick. When the soil ._ is dry, the A horizon is very dark gray, dark gray, dark grayish brown, very dark grayish brown, or dark brown. The A12 horizon and the C1 horizon are fine sandy loam, loam, clay loam, or sandy clay loam; they are 20 ,-- to 35 percent clay. Heiden series The Heiden series is made up of deep, well drained, clayey soils. Heiden soils formed in clayey marine sedi- ment on uplands. The slopes range from I to 12 per- cent. Typical pedon of Heiden clay, 2 to 5 percent slopes, eroded; from the intersection of Gus Thomason Road and Town East Boulevard in Mesquite, this pedon is located 100 feet east on Town East Boulevard and 50 feet south in abandoned cropland: ^p~0 to 6 inches; dark gray (10YR 4/1) clay, very dark gray (10YR 3/1) moist; moderate fine blocky struc- ture; very hard, very firm; common roots; few fine concretibns of calcium carbonate; few fine pebbles; calcareous; moderately alkaline; clear wavy bound- ary. A1--6 to 37 inches; dark grayish brown (10YR 4/2) clay, very dark grayish brown (10YR 3/2) moist; moderate medium and coarse blocky structure; extremely hard, very firm; few fine roots; common slickensides in the lower part forming most of the ped surfaces; calcareous; moderately alkaline; gradual wavy boundary. AC--37 to 56 inches; grayish brown (10YR 5/2) clay; common fine distinct dark gray (10YR 4/1) and yel- lowish brown (10YR 5/6) mottles; weak fine blocky structure; extremely hard, very firm; many fine soft lumps of calcium carbonate; calcareous; moderately alkaline; gradual wavy boundary. C--56 to 78 inches; mottled light brownish gray (2.5Y 6/2), olive yellow (2.5Y 6/6), and brownish yellow (10YR 6/8) shaly clay; moderate fine platy st[_ucture; very hard, very firm; calcareous; moderately alkaline. The A and AC horizons combined are 40 to more than 65 inches thick. Cracks form to a depth of more than 20 inches more than once each year. Slickensides are common between depths of 20 and 40 inches. The soil is moderately alkaline clay throughout. In a few places, the soil is not calcareous. When the soil is dry, the A horizon is dark grayish brown, very dark grayish brown, dark brown, dark gray, or very dark gray. Where the chroma is less than 1.5, the surface layer is less than 12 inches thick in more than half the pedon. In some pedons, gypsum crystals are common in the AC and C horizons. The C horizon ranges from strongly weathered shaly clay to slightly weathered shale that is noncalcareous in some areas. Houston Black series The Houston Black series is made up of deep, moder- ately well drained, clayey soils. Houston Black soils formed in clayey marine sediment on uplands. The slopes range from 0 to 4 percent. DALLAS cOUNTY. TEXAS ~ tions (probably of iron and manganese) are few to common- In most pedons, the C horizon has films and threads of calcium carbonate. Its colors are similar to those of the B3ca horizon. The Smithville soils are taxadjuncts to the Smithville ~ series because free carbonates are at a greater depth than that specified in the range for the series; however, these soils are similar to the soils of the Smithville series ,-, in use and management. Stephen series ,.= The Stephen series is made up of shallow, well drained, clayey soils on uplands. Stephen soils formed in material that derived from soft limestones of the Austin Chalk formation. The slopes range from 1 to 5 percent. ,'- Typical pedon of Stephen silty clay, 1 to 3 percent slopes; from the intersection of Wilson Road and U.S. Highway 67 in Duncanville, this pedon is located 2,100 feet northeast on U.S. Highway 67 and 225 feet west in a pasture: Ap--0 to 5 inches; very dark grayish brown (10YR 3/2) silty clay, very dark grayish brown (10YR 2/2) moist; moderate fine blocky structure; very hard, firm but crumbly; common fine roots; about 5 percent, by volume, fine chalk fragments; calcareous; moderate- ly alkaline; clear smooth boundary. A1--5 to 14 inches; very dark grayish brown (10YR 3/2) silty clay, very dark grayish brown (10YR 3/2) moist; strong very fine and fine subangular blocky struc- ture; very firm, friable; common fragments and peb- bles of chalk; calcareous; moderately alkaline; abrupt wavy boundary. Cr--~[4 to 20 inches; white, platy and_ massive chalky limestone; the limestone has a hardness of less than 3 on Mohs' scale. The solum ranges from 10 to 20 inches in thickness. The content of calcium carbonate ranges from 5 to about 35 percent. Fragments of chalk or chalky limestone range from none to many. In most areas where the soil is near '" soils of the Eddy series, fragments of chalk are on the surface. When the soil is dry, the A horizon is dark brown, very dark grayish brown, or dark grayish brown. The A1 hori- zon is, if present, mainly a silty clay that is 40 to 50 percent clay. The underlying chalky limestone is soft to strongly cemented. Sunev series The Sunev series is made up of deep, well drained, loamy soils. Sunev soils formed in highly calcareous loamy sediment on uplands and colluvial footslopes. The slopes range from I to 8 percent. Typical pedon of Sunev clay loam, 3 to 8 percent slopes; from the intersection of Langdon Road and Inter- 67 state Highway 45 in Hutchins, this pedon is located 1.25 miles southwest on /angdon Road and 1,000 feet south in a field: Ap--O to 6 inches; dark grayish brown (10YR 4/2) clay loam, very dark grayish brown (10YR 3/2) moist; moderate very fine subangular blocky and granular structure; very hard, friable; common fine roots; few snail shell fragments; few black concretions; common worm casts; calcareous; moderately alka- line; abrupt clear boundary. A1--6 to 12 inches; dark grayish brown (10YR 4/2) clay loam, very dark grayish brown (10YR 3/2) moist; moderate very fine subangular blocky structure; hard, friable; few roots; few snail shell fragments; common worm casts; calcareous; moderately alka- line; gradual smooth boundary. B21ca--12 to 19 inches; brown (10YR 5/3) clay loam; dark brown (10YR 4/3) moist; moderate very fine subangular blocky structure; hard, friable;, few roots; few snail shell fragments; many worm casts; calcar- eous; moderately alkaline; gradual wavy boundary. B22ca--19 to 30 inches; yellowish brown (10YR 5/4) clay loam, dark yellowish brown (10YR 4/4) moist; weak very fine subangular blocky structure; hard, friable; few shell fragments and few fine chalk frag- ments; calcareous; moderately alkaline; gradual wavy boundary. B3ca--30 to 65 inches; very pale brown (10YR 7/4) clay loam, pale brown (10YR 6/3) moist; weak very fine subangular blocky and granular structure; hard, fri- able; few chalk and shell fragments; common hard concretions of calcium carbonate 2 to 8 mm in di- ameter; calcareous; moderately alkaline. ~l'he clay content is 25 to 35 pe_rcent. The calcium carbonate equivalent ranges from 40 to 65 percent in the control section. In some pedons, gravel beds are below a depth of 40 inches. In some pedons, the A horizon in noncalcareous. It is 10 to 20 inches thick. When the soil is dry, the A horizon is dark grayish brown, dark brown, or very dark grayish brown. When the soil is dry, the B horizon is brown, pale brown, very pale brown, yellowish brown, or light yellow- ish brown. It is clay loam, loam, or silty clay loam. Films, threads, and concretions of calcium carbonate range from a few to as much as 10 percent of the mass. The C horizon, if present, is light yellowish brown or pale brown. The calcium carbonate equivalent is 35 to 70 percent. Trinity series The Trinity series is made up of deep, somewhat poorly drained soils. Trinity soils formed in recent allu- vium on flood plains. The slopes are less than I percent. Typical pedon of Trinity clay, frequently flooded; from the Inwood Road crossing, this pedon is located 100 68 SOIL SURVEY feet downstream and 200 feet north of the river channel, inside the levees in Dallas: A11--0 to 7 inches; dark gray (10YR 4/1) clay, very dark gray (10YR 3/1) moist; moderate fine and medium subangular blocky structure; very hard, very firm; few fine siliceous pebbles; calcareous; moderately alka- line; clear smooth boundary. A12--7 to 20 inches; dark gray (10YR 4/1) clay, very dark gray (10YR 3/1) moist; moderate fine and medium blocky structure; few slickensides in lower part; extremely hard, very firm; calcareous; moder- ately alkaline; diffuse smooth boundary. A13--20 to 45 inches; very dark gray (10YR 3/1) clay, black (10YR 2/1) moist; moderate medium blocky structure; common intersecting slickensides through- out; extremely hard, very firm; calcareous; moderate- ly alkaline; diffuse smooth boundary. A14--45 to 68 inches; dark grayish brown (2.5Y 4/2) clay, very dark grayish brown (2.5Y 3/2) moist; weak coarse blocky structure; extremely hard, very firm; calcareous; moderately alkaline. The soil is moderately alkaline and calcareous throughout. It has cracks that extend to a depth of more than 30 inches; the cracks are as much as 2 cm wide at a depth of 20 inches. Intersecting slickensides are be- tween depths of 10 to 40 inches. When the soil is dry, the A horizon is dark gray, very dark gray, or black. The Ap horizon, if present, is very dark grayish brown. In some pedons, the subsurface layer is faintly mottled in shades of olive and olive yellow. In some pedons, the soil has chroma of 2 or more below a depth of about 24 inches; these areas are mainly On flood plains of streams, such as Mesquite Creek, that drain into the East Fork and Elm Fork of the Trinity River. In some pedons, there are calcium carbon- ate concretions and black concretions (probably of iron and manganese) throughout the pedon. Vertel series The Vertel series is made up of sloping to strongly sloping soils that formed in clayey marine sediment on uplands. The slopes range from 5 to 12 percent. Typical pedon of Vertel clay, 5 to 12 percent slopes; from the intersection of Farm Road 1382 and Camp Wisdom Road, this pedon is located 1.8 miles south on Farm Road 1382 and 100 feet west in rangeland: Al--0 to 14 inches; olive (5Y 5/3) clay, olive (5Y 4/3) moist; strong fine and medium subangular blocky structure; extremely hard, very firm, very sticky and plastic; few fine and medium roots; common worm casts; few fine pebbles; common pressure faces in lower part; moderately alkaline; gradual wavy bound- ary. AC--14 to 24 inches; olive gray (5Y 5/2) clay, olive gray (5Y 4/2) moist; moderate medium and coarse blocky structure; extremely hard, very firm, very sticky and plastic; few fine roots, mainly on the faces of peds; common vertical cracks I inch wide; common intersecting slickensides and wedge- shaped parallepipeds; moderately alkaline; gradual wavy boundary. Cr--24 to 60 inches; dark gray (5Y 4/1) weathered shale and clay, very dark gray (5Y 3/1) moist; common medium distinct olive (5Y 5/3) and dark yellowish brown (10YR 4/4) mottles; strong fine platy rock structure; very hard, very firm; few vertical cracks in upper part; many fine gypsum crystals; medium acid. The solum is 24 to 40 inches thick. The A and AC horizons are 60 to 76 percent clay. When the soil is dry, cracks 0.5 inch to 1.5 inches wide extend into the upper part of the Cr horizon. Where the soil has not been tilled, there is a gilgai microrelief that has microdepressions 1 to 3 feet wide and 2 to 8 inches deep and microknolls 10 to 16 feet wide that are oriented up and down the slopes. The A horizon is dark grayish brown, grayish brown, or olive. It is neutral to moderately alkaline. The soil is noncalcareous throughout more than half of any one pedon. The AC horizon is dark grayish brown, grayish brown, olive gray, olive, light olive brown, or light brownish gray. In some pedons, it has few to common mottles of yel- lowish brown, olive brown, brown, or yellowish red. The AC horizon is neutral to moderately alkaline. It has few to common gypsum crystals. In some pedons, there are a few fine strongly cemented concretions of calcium carbonate in this horizon. The_ Cr horizon is stratified, weathered shale or shale and clay. It is gray, dark gray, yellowish brown, or yellow. In some pedons, the strata are olive brown or yellowish red. The Cr horizon is medium acid to moderately alka- line. It has few to common gypsum crystals. Wilson series The Wilson series is made up of deep, somewhat poorly drained, nearly level and gently sloping loamy soils. Wilson soils formed in clayey marine sediment on uplands. The slopes range from 0 to 3 percent. Typical pedon of Wilson clay loam, 0 to 1 percent slopes; from the intersection of Belt Line Road and Apollo Road in Grand Prairie, this pedon is located 1,050 feet south on Belt Line Road and 100 feet east in idle cropland: Ap--0 to 5 inches; dark grayish brown (10YR 4/2) clay loam, very dark grayish brown (10YR 3/2) moist; moderate fine to medium subangular blocky struc- ture; very hard, firm; mildly alkaline; abrupt wavy boundary. B21tg--5 to 13 inches; dark gray (10YR 4/1) clay, very dark gray (10YR 3/1) moist; moderate medium 144 SOIL SURVEY $o11 name and map symbol Ferris: Urban land part. Frlo: 36, 37 ............ 38: irio part ....... Urban land part. I Gowen: 39, qO ............ Heiden: ql, q2 ............ Houston Black: q3, qq- qS: Houston Black part ........... TABLE 18.--PHYSICAL AND CHEMICAL pROPERTIES OF SOILS--Continued Risk of corrosion Depth 0-53 53-7q 0-53 53-7q 0-32 32-80 0-37 37 -78 0-6 6-70 0-6 6-?O Urban land part. I Lewi svtl le: I 46, ~7, 48 I o-15 I 15-~1 I ql-75 I 49, 50: L Lewisville par~--T 0-15 15-41 #1-75 0-5 5-65 0-9 9-66 66-? 1 Urban land part. Permea- bility 1n/bt Mabank: 51, 52--- Available IReaction I Shrink- water I I swell capacity I Ipotential zn/tn i P. i I I I Uncoated steel Concrete ErosiOn factors ! K I T I I I Normangee: 53 ................ Ovan: 54, 55 ............ ~ Pits and Dumps: 56. Rader: 57: Rader part 0-80 0-8 8-16 16-6q 0.2-0.6 0.2-0.6 0.2-0.6 0.2-0.6 0.6-2.0 0.6-2.0 <0.06 <0.06 <0.06 <0.06 <0.06 <0.06 0.6-2.0 0.6-2.0 0.6-2.0 0.6~2.0 0.6-2.0 0.6-2.0 0.6-2.0 <O.O6 0.06-0.2 <0.06 <0.06 <0.06 2.0-6.0 0.2-0.6 <0.06 o. 15-0.22 0.11-0.22 O. 15-0.22 0.11-0.22 o. 15-0.20 O. 15-0.20 O. 15-0.20 O. 12-0.20 O. 15-0.20 0.15-0.20 O. 15-0.20 O. 15-0.20 O. 16-0.20 0.1#-0.18 O. lq-0.18 O. 16-0.20 O.lq-O. 18 0.1#-0.18 0.11-0.15 0.12-0.18 0.15-0.20 0,12-0.18 O. 12-0.18 0.15-0.20 0.10-0.15 0.12-0.18 0.12-0.18 I I I 7.9-8.q I Moderate IXigh .......... Low ............... I--- 7.9-8.q IModerate IXtgh .......... Low ............... I I I I 7.9-8.q IModerate 7.9-8.4 IModerate I I I I 6.6-8.q IModerate 6.6-8.q IModerate I I I IHigh .......... ILow ............ ;--- l--- High .......... !Low ............ I I I I Moderate ...... 1Low ............... l--- Moderate ...... ILow ............... I I 7.9-8.q IVery high IHigh .......... Low ............ 0.321 7.9-8.q IVery high IHtgh .......... Low ............ 10.321 I I I I I I I l 7.q-8.q IVery higL.IHigh .......... Low ............ 10.321 7.#-8.# IVery htgff IHtgh .......... Low ............ 10.321 I I I I I ! 7.4-8.a IVery high IHigh .......... Low ............ 0.321 7.q-8.4 IVery high IHlgh .......... Low ............ 0.321 I I I I I I I 7.9-8.q IMtgh ...... IHigh. Low ............ 0.32 7.9-8.~ IHigh ...... IHlgh Low- 10.37 7.9-8.q IHigh ...... IHigh .......... Low- I--- I I I I I 7.9-8.q IHigh ...... IHi~ ........ ~- Low- . 10.321 7.9-8.# IHlgh ...... IHlgh .......... Low ............ 10.371 7.9-8.q IHigh ...... IHlgh .......... Low ............ I--- I I I I I I I I I I I 5.6-7.3 iLow ....... IModerate ...... IModerate ....... lO.q31 5.6-8.~ High ...... IHlgh .......... Moderate ....... 10.321 I I I I 5.6-7.3 Moderate IHigh .......... Low ............ O.q31 5.6-8.q IHigh ...... IHigh .......... Low ............ 0.371 6.1-8.q IHtgh ...... 1High .......... Low --- I I I I 7.9-8.q IHigh ...... IHigh .......... Low ............ t0.321 I I I I q.5-6.5 Low ....... [Moderate ...... Moderate ....... 10.321 4.5-5.5 Moderate IHigh- Moderate ....... 10.321 q.5-6.5 High ...... IHigh .......... Moderate ....... 10.321 I I 145 DALLAS COUNTY, TEXAS TABLE 18.--PHYSICAL AND CHEMICAL PROPERTIES OF SOILS--Continued Soil name and map symbol Rader: Mabank part ..... 58: Rader part ...... Urban land part. Seagoville: Silawa: 60, 61, 62 ........ 63: $ilawa part ..... Urban land part. l Silstid: 65: Silstid part .... Urban land part. Smithville: 66 ................ Stephen: 67, 68 ............ 69: Stephen part .... Urban land part. Sun ev: 70, 71 ............ Trinity: 72, 73 ............ 74: Trinity part .... Urban land part. Depth I Permea- I I O-5 0.6-2.0 5-65 (0.06 0-8 2.0-6.0 8-16 0.2-0.6 16-64 (0.06 0-30 (0.06 30-38 0.6-2.0 38-75 2.O-6.0 o-6 2.0-6.0 6-26 0.6-2.0 26-43 2.0-6.0 43-8o 6.0-20 0-6 2.0-6.0 6-26 0.6-2.0 26-43 2.0-6.0 43-8o 6.0-20 0-27 6. O-20 27-65 0.6-2.0 65-85 0.6-2.0 0-27 6.O-20 27-65 0.6-2.0 65-85 0.6-2.0 O-5 O.6-2.O 5-18 0.6-2.0 18-qO 0.6-2.0 40-76 0.6-2.0 0-14 0.2-0.6 0-14 O.2-0.6 0-12 0.6-2.0 12-30 0.6-2.0 30-65 0.6-2.0 O-68 <O.O6 O-68 <0.06 I Available IReaction water I capacity I - In/in pH 0.11-0.15 5.6-7.3 O.12-O.18 5.6-8.q O.10-0.15 0.12-0.18 O.12-0.18 O. 15-O.20 0.11-O.19 0.O7-0.14 0.10-0.15 0.12-O.17 o. 08-0.15 0.05-0.11 o~ 10-0.15 o.12-o.17 0.08-0.15 0.05-0.11 0.05-0.10 0.12-0.17 0.10-0.16 0.05-0.10 O. 12-0.17 O. 10-0.16 0.13-0.18 0.13-0.18 O.15-0.19 O.13-0.18 0.10-0.15 0.10-0.15 0.11-0.16 0.11-0.16 0.11-0.16 o. 15-0.20 O. 15-O.20 4.5-6.5 4.5-5.5 4.5-6.5 7.4-8.4 7.4-8.4 7.4-8.4 5.6-6.5 5.1-6.0 5.1-6.5 5.1-6.5 5.6-6.5 5.1-6.0 5.1-6.5 5.1-6.5 5.6-6.5 5.6-6.5 5.6-6.5 5.6-6.5 5.6-6.5 5.6-6.5 6.6-7.8 6.6-7.8 6.6-8.4 7.9-8.4 7.9-8.q 7.9-8.4 7.9-8.4 7.9-8.4 7.9-8.4 ILow ....... I - I 7.4-8.4 IVery hl&h I I 7.q-8.4 IVery high Risk of corrosion I Erosio,, I I factors Concrete I I IK.-IT I I I I Moderate ....... 10.431 5 Moderate ....... ~0.321 I I I Moderate ....... 10.321 5 Moderate ....... 10.321 Moderate ....... 10.321 I I I I I I I I Lo. ............ 10.371 5 I Shrink- I swell I Uncoated Ipotential I steel I I lLow ....... IModerate IHigh ...... IHtih .......... I ILow ....... IModerate ...... ~Moderate IHtgh .......... lHigh ...... IHigh .......... I I I I IHigh ...... IHigh .......... Low___=---IHigh .......... Low ............ 10.431 Low ....... ILow ........... ILow ............ O.281 I I I Low ....... Low ........... IHoderate ....... 0.241 5 Low ....... :Moderate ...... IHoderate ....... 0.321 Low ....... Low ........... IModerate ....... 0.321 IVery low Low ........... IModerate ....... 10.201 I ' I I I I I I I ILow ....... Low--- I#oderate-~ ..... 10.241 5 ILow ....... Moderate ...... IModerate ....... IO.321 ILow ....... Low ........... IModerate ....... 10.321 IVery low ILow ........... IModerate ....... 10.2OI I I I I I I I I I I I I ILow ....... Low ........... IModerate ....... 10.171 5 ILow ....... Moderate ...... IModerate ....... IO.241 Low ....... Moderate ...... IHoderate ....... IO.241 I I I I I I Low ....... Low ........... IModerate ....... 10.171 5 Low ....... Moderate ...... IModerate ....... 10.241 Low ....... #oderate ...... IModerate ....... IO.241 I I I I Low ....... Low ........... Low ............ 0.241 5 Low ....... ILow ........... Low ............ O.281 Hoderate Moderate ...... Low O.321 ILow ....... Low ........... Low ............ O.321 I I Moderate IHigh .......... Low ............ O.321 1 I I Moderate High .......... Low 0.321 1 I I I · I Low ....... Moderate ...... Low ............ O.281 5 ILow ....... Moderate ...... ILow ............ O.281 Moderate ...... ILow ............ O.281 I I I I High .......... ILow ............ IO.321 5 I I I I I I IHigh .......... ILow ............ IO.321 5 I I I I I I I I 148 SOIL SURVEY Soil name and · amp symbol TABLE 19.--SOIL AND WATER FEATURES--Continued I I IHydro-I I logicl Frequency Igroup i Eddy: I 29: Eddy part ...... ~ C Brackett part--I C Urban land part, 30: Eddy part ...... C Stephen part---I C 31, 32: Eddy part ...... Urban land part. Eufaula: 33 ............... Ferrla: ---- 3#: Ferris part .... He/den part .... I 35: I Ferrls part .... I D Urban land part. Frio: 36 B 37 ................ B 38: Frio part ...... Urban land part. Gowen: 39 ............... Heiden: ql, q2 ........... Houston Black: q3, qq ........... Houston Black part .......... Urban land part.-. Flooding C INone ........ A None ........ D :None ........ D None ........ I Duration None ........ --' None ........... None --- None ........... None ........... Ocoastonal--:Brief ..... IFrequent .... IBrtef ..... Brief ..... Months B Common ...... B Occasional--I B IFrequent .... ) D None ........ D None ........ D None ........ May-Oct Hay-Oct May-Oct Brief ..... I May-Sep I Brief ..... I Hay-Sep High water table i Depth I Kind I >6.0 >6.0 >6.0 >6.0 >6.0 >6.0 >6.0 >6.0 >6.0 >6.0 >6.0 >6.0 >6.0 >6.0 >6.0 >6.0 >6.0 I Months BedrOck I Depth I Hardness In 'i 3-15 IRippable I 10-20 IRippable 3-15 Rippable 7-20 Rippable 3-15 IRtppable >60 --- >60 --- >60 --- >60 --- >60 --- >60 --- >60 --- >60 --- >60 --- >60 --- >60 --- >60 --- SOIL SURVEY 150 --,..-Soil naae and aap syabol Sunev: 70, 71 ........... Trinity: 72, 73 7q: .Trinity part---I Urban land part. Urban land: 75. Ustorthents: 76. Vertel: TT ............... Wilson: 78, 79 80: Wilson part .... Urban land part. IHydro-I~ losiol Frequency group'l. ! B TABLE 19.--$OIL AND WATER FEATURES--Continued O0 R.L._ Duration | Months I Kind I I I Brief ..... I Feb-May I#one ........ I I D IOccasional-- I I D IFrequent .... None ........ INone- ....... ! I I I NO ne* I I I I Brief ..... Feb-May Depth >6.0 0-3.0 O-3.O >6.0 O-1 .O O-1.0 I IApparent I IApparent Perched Perched Months Nov-Feb Nov-Feb Nov-Mar Nov-Hat Bedrook I Depth I.:.. >60 >60 >60 2q-qO )60 ~60 Hardness IRippable Appendix I DeForest Road Service Center Effective HEC-2 Model (920630PR.out, by Dowdey, Anderson & Associates, Inc. for the Cambridge Manor Estates LOMR dated 3/29/95 Case No.: 95-06-019P) * WATER S[FRFACE PROFILES * * VEI~IOI{ OF liOVI]4BER 1976 * * UPDATED HAY 1984 * * [BM-PC-XT VERSION AUGUST 1985 * * RUN DATE 10-18-93 TII4E 18:29:06 * ****************************************************** * THE HYDROLOGIC ENGII~ERING CENTER * * 609 SECOND STREET, SUITE D * * DAVIS, CALIFORNIA 95616 * * (916) 440-2105 (FTS) 448-2105 * *************************************** 10-18-93 18:29:06 X X XXXXXXX XXXXX X X X X X X X X X XXXXXXX XXXX X X X X X X X X X X X X XXXXXXX XXXXX XXXXX XXXXX I X X XXXXX X l XXXXXXX PAGE 1 --************************************************* HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORN ' 01,02,03,04,05,06 MODIFICATIOM - 50,51,52,53,54,55,56 IB}I-PC-XT VE]~IOIi AUGUST 1985 ************************************************** C TI '- T2 T3 ._ J1 -- J2 DEIFI'ON CREEK - PROPOSED CONDITION (HXISTIN~ RUNOFF) DE)I'I~)N CRNEK - 10 YR DI.~31Lt.]~SE PROFILE O. ~ROF 1.000 DEITI~3N CI{EEK - TEXAS FILE: 92063OPR.DAT INQ NIIqV Il)IR STRT 14ETRIC I{3ZINS 2. O. O. .000000 .00 .0 IPLOT PP, FVS XSECV XSECE FN ~LDC .000 -1.000 '.000 .000 .000 .000 V~I~LE CODES FOR SUNI4AI{Y PRII{TOUT 38.000 1.O(O 43'.(~)O 39.0{)0 U WSEL FQ O. 449.700 .0(O IBW CH}lIN ITRACE .000 .000 .000 ~IS RUN EXECUTED 10-18-93 26.000 4.000 21.0OO 22.000 42.000 53.{){30 54.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 · 035 .055 .045 .100 .300 4.000 12800.000 18200.000 20600.000 36200.000 ?~A CROSS SECTION Xl 18440.000 33.000 5480.000 X3 .000 .000 .000 GR 460.0OO iOOO.O00 448.000 GR 440.000 2330.000 440.000 GR 450.000 5350.OOO 451.000 GR 434.000 5535.0OO 431.400 GR 450.0OO 5700.000 450.OOO GR 450.000 6500.000 448.000 GR 454.000 7100.000 460.OOO NC .035 .055 .035 Xl 19330.0OO 65.0OO 5551.800 X3 .OOO .000 .OOO Gl{ 454.0OO IO00.OOO 450.OO0 GR 446.000 2410.0OO 445.000 GR 445.000 2710.OO0 445.OO0 GR 446.0OO 2970.000 446.OO0 GR 446.700 3250.000 447.000 GR 447.OO0 '3650.0OO' 446.000 GR 446.000 4080.000 446.000 GR 447.000 4740.OO0 447.000 i 10-18-93 18:29:06 GR 448.000 5490.0OO GR 448.000 5860.000 GR 453.000 5965.0OO Gl{ 450.000 6800.000 GR 452.OO0 6942.0{)0 [] 5.000 [] 7350.0OO Xl 19930.0OO X3 GR GR GR GR GR GR 448.500 5130.0OO GR 432.00{) 5770.000 Gl{ 437.000 6110.000 GR 452.000 6440.000 Gl{ 450.000 6920.OO0 5585.000 looO0.O00 4500.000 5880.OO0 .OOO .000 .000 3750.OO0 470.000 7650.OO0 470.OO0 .OOO .OOO .OOO 13OO.000 448.000 18OO.0OO 447.000 2250.000 445.000 2300.000 2500.0OO 445.000 2600.000 448.OOO 2750.000 448~000 5250.000 5460.000 449.000 5480.000 446.0OO 5515.0OO 440.0OO 5525.000 5545.000 431.400 5555.000 447.000 5560.0OO 451.0OO 5585.000 5850.000 448.000 5920.000 448,000 6125.000 450.000 6130.000 6508.000 448.000 6515.000 450.000 6520.OO0 452.OO0 6522.0OO 7440.0(0) 476.00{) 7650.00{) .OOO .OOO .000 .OOO NC .055 Xl 2098D.000 .100 .300 .OOO .000 .000 .000 .OOO 5965.0OO 650.000 650.000 650.OO0 .OOO .OOO .OOO 40OO.OOO 470.0OO 8250.000 470.0OO .0OO .000 .0OO 1050.OO0 448.000 1070.OOO 447.600 1750.0OO 447.000 2210.0OO 2450.0{)0 443.OO0 26OO.000 443.000 2670.0OO 445.0{){) 2680.0OO 2860.00{) 444.000 2900.000 443.00{) ~20.0OO 445.(~30 2~60.OO0 3020.000 445.000 3040.000 443.000 3070.0{)0 447.0(0) 3100.0{)0 3350.0OO 447.0{)0 35OO.OOO 446.0OO 3550.00{) 444.0OO 3OO0.000 3710.000 446.0{)0 3850.000 447.00{) 3940.OO0 447.0{)0 4050.OO0 4160.0{30 446.0(0) 4450.000 445.000 4550.00{) 446.0OO 470{).{)00 4800. 000 447. 300 503.0. 000 448.0OO 5040. 000 448.OOO 5280. 000 PAGE 448.000 5551.800 431.700 5617.000 431.700 5777.000 448.000 5842.200 445.000 5870.000 440.0OO 5880.0OO 431.700 5897.000 440.000 5915.000 453.000 5975.000 452.000 6205.000 451.000 633.5.000 450.000 6435.000 450.000 6840.OO0 449.000 6845.000 450.000 6850.000 450.000 6892.000 454.000 6980.000 455.000 7915.000 455.000 8215.000 460.000 8250.000 · 035 5996.000 .045 6070.000 .035 6190.000 .055 · OOO ,OOO .000 .000 .OOO .000 .000 6190.000 800,000 550.000 600.000 .000 .000 .000 .000 5208.000 470.000 7350.000 470.000 .OOO .OOO .000 450.0OO 1040.000 448.000 ll60.OOO 449.0OO ll~O.OOO 449.OO0 1210.0OO 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6000.000 OR 460.100 6300.000 460.400 6400.000 461.000 6500.000 OR 464.100 6800.000 465.400 6900.000 467.600 7000.000 NC .055 .055 .035 .000 X1 31230.000 71.000 3387.030 3837.000 '-- X3 .000 .000 .000 3387.000 OR 464.900 1000.000 466.000 1100.000 GR 462.500 1500.000 463.000 1600.000 __ OR 462.200 1800.000 462.100 1819.000 OR 459.600 2100.000 459.000 2200.000 OR 457.900 3213.000 457.900 3234.000 OR 438.550 3508.000 457.196 3582.580 '-- OR 438.500 3672.000 459.400 3708.000 OR 459.400 3904.000 459.700 4000.000 OR 456.000 4260.000 454.800 4276.000 ,- OR 457.100 4600.000 458.700 4700.000 OR 460.200 5100.000 460.300 5200.000 OR 460.400 5600.000 460.300 5700.000 ,, OR 460.400 6100.000 460.500 6200.000 OR 461.800 6600.000 462.400 6700.000 GR 470.000 7100.000 .000 .000 -- NC .O55 X1 32150.000 X3 .000 ,.-. OR470.000 OR 457.000 OR 457.000 OR 461.500 -- OR 437.000 OR 458.000 OR 452.000 '- OR 461.000 I 10-18-93 .055 40.000 .000 1000.000 2200.000 2650.000 3300.000 3475.000 3920.000 4350,000 5110.000 18:29:06 .035 3400.000 .000 461.000 457.000 456.500 460.500 437.000 459.000 453.500 462.000 .000 3525.000 3040.000 1600.000 2220.000 2680.000 3400.000 3489.000 3980.000 4380.000 5200.000 .000 620.000 470.000 463.000 462.600 462.100 459.400 458.400 456.000 460.000 459.100 455.100 459.800 461.000 460.000 460.600 464.400 .000 .000 900.000 470.000 461.000 459.000 459.000 437.000 447.000 458.000 457.500 462.000 .000 700.000 7100.000 1200.000 1700.000 1834.000 2272.000 3300.000 3614.000 3800.000 4100.000 4300.000 4800.000 5300.000 5800.000 6300.000 .000 .000 950.000 6180.000 1800.000 2320.000 2900.000 3427.000 3505.000 4240.000 4400.000 5460.000 460.200 459.100 459.900 462.200 470.100 .000 620.000 470.000 463.000 462.400 461.300 458.400 459.790 438.600 460.800 458.000 455.400 459.800 460.100 460.000 460.800 465.600 .000 .000 920.000 470.000 458.000 456.500 459.000 437.000 460.000 456.000 458.000 464.000 5200.000 5600.000 6100.000 6600.000 7100.000 .000 .000 .000 1300.000 1755.000 1900.000 2800.000 3387.030 3646.000 3837.000 4200.000 4400.000 4900.000 5400.000 5900.000 6400.000 6900.000 .000 .000 .000 .000 2000.000 2620.000 3100.000 3440.000 3525.000 4280.000 4520.000 5800.000 460.100 459.100 459.700 462.900 .000 .000 .000 .000 463.200 462.300 460.100 457.900 438.550 438.100 460.300 457.500 456.900 460.200 460.300 460.8O0 461.300 467.-600 .000 .000 .000 .000 459.000 455.000 460.000 437.000 461.500 456.000 461.000 470.000 5300.000 5700.000 6200.000 6700.000 .000 .000 .000 .000 1400.000 1770.000 2000.0OO 3154.000 3472.000 3661.000 3869.000 4236.000 4500.000 5500.000 6000.000 6500.000 7000.000 .000 .000 .000 .000 2100.000 2640.000 3200.000 3470.000 3650.000 4350.000 4720.000 6180.000 PAGE NC .055 .055 .015 .300 .500 .000 .000 .000 .000 .000 '-- NB 5.000 .055 3390.500 .015 3539.500 .055 4366.000 .020 4411.000 .050 NB 5734.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 X1 32200.000 62.000 3390.500 3539.500 50.000 50.000 50.000 .000 .000 .000 -- X3 .000 .000 .000 3050.000 470.000 5734.000 470.000 .000 .000 .000 BT -9.000 3380.000 465.000 463.000 3552.000 465.000 463.000 3600.000 466.000 .000 BT .000 3740.000 464.000 · .000 3880.000 463.600 .000 3960.000 464.000 .000 _BT .000 4190.000 466.000 .000 4340.000 466.900 465.400 4411.000 466.800 465.400 OR 472.000 900.000 467.000 1310.000 462.000 1700.000 460.500 2000.000 461.500 2200.000 OR 456.500 2201.000 456.500 2221.000 461.500 2222.000 459.500 2430.000 459.500 2520.000 OR 460.500 2610.000 456.500 2611.000 460.500 2635.000 461.000 3000.000 462.000 3280.000 -- OR 465.000 3380.000 460.000 3381.000 461.500 3390.500 450.000 3425.000 446.500 3432.000 OR 463.000 3432.010 463.000 3434.990 445.000 3435.000 435.000 3455.000 435.000 3475.000 OR 445.000 3495.000 463.000 3495.010 463.000 3497.990 446.500 3498.000 450.000 3505.000 GR 461.500 3539.500 460.000 3550.000 465.000 3552.000 466.000 3600.000 464.000 3740.000 GR 463.600 3880.0{)0 464.000 3960.000 466.000 4190.000 466.90{) 4340.000 465.400 4340.000 Gl{ 463.50{3 4340.0{)0 452.800 4365.000 465.400 4365.00{) 465.400 4~6.0(M) 450.70{) 4366.000 GR 449.900 4380.000 451.500 4389.000 455.200 4396.000 465.400 4396.000 465.400 4397.000 Gl{ 455.200 4397.0(0) 463.50{) 4411.0(0) 465.400 4411.000 466.9{){) 4411.0(0) 466.800 4434.000 GR 465.700 4534.0{)0 465.100 4634.000 464.0(0) 4734.0(0) 463.20{) 4834.0{)0 463.500 4934.000 GR 464.4{)0 5014.0{)0 466.000 5734.0(0) .000 .000 .0(0) .000 .000 .000 Xl 32230.000 X2 .000 X3 .000 .000 .000 .000 50.000 50.000 50.000 .000 .000 .000 .000 .000 1.000 .000 .000 3050.000 470.000 6180.000 470.000 Q'I' 4.000 9400.000 13200.000 NC .055 .050 .045 Xl 32250.000 41.000 3400.000 X3 o000 .000 .000 GR 470.000 1000.000 461.00{) Gl{ 457.000 2200.000 457.000 GR 457.000 2650.000 456.500 GR 461.500 3300.000 461.500 GR 437.000 3470.000 437.000 GR 461.500 3650.0(0) 458.000 GR 456.000 4350.00{) 452.00{3 Gl{ 461.00{) 4720.0{)0 461.000 G']{ 470.000 6180.04){) .000 [] 6.000 [] 3570.000 Xl 32305.000 GR 470.000 GR 467.000 GR 461.0 GR 464.0(0) Gl{ 460.0(0) GR 437.70{3 GR 455.000 GR 458.000 Gl{ 451.000 {2;]{ 461.0){)0 1 10-18-93 14900.000 .100 3525.000 3040.000 1600.000 2220.000 2680.000 3300.000 3475.000 3920.000 4350.000 5100.000 .000 36200.000 .300 1.000 470.0 461.000 459.000 459.000 460.500 437.000 459.000 453.500 462.000 .000 .050 1323.000 .055 1740.000 .050 4000.000 .000 .000 53.000 2110.000 2325.000 55.000 50.000 470.000 50.000 470.0(N) 50.000 466.000 135.000 465.000 1740.00{3 461.00{) 1740.00{3 461.000 1975.000 465.000 2045.000 465.000 2160.000 455.000 2175.000 450.000 2232.000 438.000 2239.000 440.000 2281.000 460.000 2325.000 461.000 3200.000 457.000 3218.000 455.000 3292.000 452.000 3308.000 455.000 3369.000 462.000 3400.000 461.000 18:29:06 .000 .000 1.000 6180.0(M) 1800.000 2320.000 2900.000 3400.000 3489.800 3980.000 5200.000 .000 .060 .000 55.000 50.000 220.000 1740.000 2110.000 2204.000 2245.000 3050.000 3265.000 3329.000 3570.000 OR 464.000 3940.000 465.000 3970.000 470.000 4000.000 .000 .000 1.000 470.000 458.000 456.500 459.000 437.000 447.000 458.000 457.500 462.000 .000 [] 6.000 .050 [] 3840.000 .050 X1 32725.000 53.000 GR 470.000 .000 GR 465.000 GR 461.000 1568.000 ~ 463.000 1940.000 GR 440.0(0) 2025.00{) Gl{ 445.00{) 2070.000 GR 461.0(M) 2165.000 2110.000 .000 55.000 470.000 465.000 462.000 464.000 445.000 445.000 460.000 452.000 459.000 462.000 .000 .000 .000 .000 2000.000 2620.000 3100.000 3427.000 3505.000 4240.000 4400.000 5460.000 .000 .045 .000 .000 50.000 1323.000 1825.000 2125.000 2218.000 2253.000 3140.000 3283.000 3350.000 3910.000 .000 .000 .000 .000 459.000 455.000 460.000 437.000 460.000 456.000 458:000 464.000 .000 2325.000 .000 .000 470.000 461.000 463.000 463.000 440.000 450.000 459.000 451.000 460.000 463.000 .000 .000 .000 .000 2J. O0.O00 2640.000 3200.000 3440.000 3525.000 4280.000 4520.000 .000 .055 .000 .000 50.000 1335.000 1890.000 2140.000 2225.000 2263.000 3180.000 3289.000 3360.000 3930.000 1273.000 .055 1568.000 .060 1940.000 .045 2150.000 .055 3960.000 .000 .000 .000 .000 .000 .000 .000 1940.000 ' 2150.000 380.000 520.000 420.000 .000 .000 .000 470.000 .000 470.000 .000 470.000 .000 470.000 .000 464.000 90.000 465.000 180.000 465.000 1273.000 461.000 1285.000 453.000 1592.000 453.000 1842.000 464.00{) 1895.000 464.000 1895.000 460.000 1960.0{30 455.00{3 1981.0{)0 450.00{3 2002.000 445.0{)0 2018.0(N) 439.000 2030.000 438.200 2040.00{3 439.000 2050.00{) 440.000 2053.000 450.000 2080.000 455.000 2090.000 460.000 2124.000 461.000 2150.000 461.000 2500.000 463.000 2700.000 463.000 2805.000 460.0 2885.000 1 10-18-93 459.000 3350.'000 459.000 3677.000 459.000 3710.000 464.000 3875.000 o000 .000 18:29:06 455.000 3605.000 452.000 3615.000 455.000 3628.000 459.000 3632.000 458.000 3681.000 457.000 3689.000 457.000 3694.000 458.000 3702.000 460.000 3825.000 461.000 3840.000 462.000 3850.000 463.000 3865.000 465.000 3890.000 470.000 3960.000 .000 .000 .000 .000 · 000 .000 .000 ,000 .000 .000 .000 .000 SECNO DEPTH CWSEL Q QLOB QCH T~E VI.OB VCll SLOPE XLOBL ILCH CP~-~S ~]SELK EG QROB ALOB ACH VROB XNL XNCH XIDBR IYRIAL IDC HV AROB XNR ICONT OLOSS BhNK ELEV VOL TWA LEI~/RI~ ~D ~T *PI{OF 1 CCltY= .lOOtg~= "'*SECHO 18440.000 3265 DIVIDED FLO~ 3470 ENCROACHMENT STATIONS= H~NCL= 470.00 ELENC~= FEMACROSSSECTION 18i40;0018.30 449.70 """ 12800. 8018. 3995. .00 3.05 5.71 .002611 10000. 5880. CCiiV= .100 CH: .300 *SECNO 19330.000 "3265 DIVII)~ FLO4~ 3750.0 7650.0 TYPE: 470.00 .00 449.70 449.95 787. 2625. 699. 1.86 .035 .045 4500. 0 0 1 TARGET= .25 424. .055 0 .00 .00 449.00 0.' O. 451.00 .000 431.40 3750.00 .00 '1975.68 6519.25 --3470 ENCROACHMENT STATIONS= 4000.0 ELBNCL= 470.00 EL[]CR= 470.00 '193~i00 18.36 450.06 . .00 12800. 3739. 9060. 1. .12 .75 1.77 .05 .000061 650. 650. 650. 0 --14901~CARDUSED *SILO 19930.000 --3265 DIVIDED FLO~ 8250.0 TYPE= 1 TARGET= 4250.000 .00 450.09 .04 4953. 5106. 29. .035 .035 .055 2 0 0 .12 .02 448.00 103. 33. 453.00 .000 431.70 4000.00 .00 2418.17 6893.30 3470 EBLgK)AC]~IBBT STATIONS= 5208.0 -- EL~C~ 470.00 ELENC~= 470.00 19930.00 18.07 450.07 .00 12800. 343. 12417. 40. 7350.0 TYPE= .00 450.15 781. 5435. 1 TARGET: 2142.000 .08 .05 .01 448.50 186. 230. 62. 453.0{) · 20 .44 2.28 .22 .045 .032 .055 .000097 800. 600. 550. 2 0 0 10-18-93 18:29:06 CC]IV= .100 CEIIV= .300 *SECNO 20980.000 3470 ENCROACHIIE~ STATIONS= ELEIIC~ 470.00 ELI:NCR= 20980.00 17.83 450.13 12800. O. 12800. .28 .00 2.68 .000117 870. 720. 20990.000 3470 ENCROACiDIEET STATIONS= 20990.00 12800. .28 .000117 NSELK ~ ~ ALOB A~ AROB XNL ~ ~ 1TRIAL I~ I~ 1040.0 1580.0 TYPE= 452.70 .00 .00 450.24 O. O. 4783. .00 .055 .035 420. 0 0 1040.0 470.00 ELENCR=- 452.10 17.83 450.13 .00 O. 12800. O. .00 2.68 .00 10. 10. 10. *SECNO 21260.000 3265 DIVIDED FLOW 3470 ENCROACltMENTSTATIONS= 1048.0 ELENCL= '470.00 ELENCR= 454.00 21260.00 17.70 450.20 .00 12800. O. 12800. O. .32 .00 2.41 .00 .000106 380· 380. 390. 0 *SEOtO 21635.000 3470 ENCROACI~ENT STATIONS= 1061.0 ELENCL= 470.00 ELENCR= 454.80 21635.00 16.50 450.20 .00 . 12800. O. 12800. O. .35 .00 3.09 .00 .000165 340. 340. 400. 10-18-93 18:29:06 1457.0 TITE= .00 450.24 O. 4784. .055 .035 0 0 .000 432.00 5208.00 .00 1260.51 6928.29 OLOSS BANK ELEV ~A LE~/HGHT EI.,qH SSTA 1 TARGET=- 540.000 .11 0. .055 0 .08 .01 458.10 323. 75. 450.00 .000 432.30 1077.78 .00 336.12 1413.89 1 TARGET=- 417.000 .11 O. .055 0 .00 .00 458.10 324. 76. 450.00 .000 432.30 1077.77 .00 336.14 1413.91 1522.0 ~"/PE= 1 TARGET= 474.000 .00 450.29 .O9 O. 53O9. O. .055 .035 .055 2 0 0 .04 .00 458.40 368. 79. 454.00 .000 432.50 1082.77 .00 394.49 1518.74 1458.0 TYPE= 1 TARGET= 397.000 .00 450.35 .15 O. 4143. O. .055 .035 .055 2 0 0 .04 .02 458.60 405. 81. 454.00 .000 433.70 1098.46 .00 301.94 1400.40 PAGE 10 PAGE 11 $~0 DEI~fl{ CWSFA CRI~S ~SELK EG Q QLOB Q~ QROB ALOB ACH T~E VLOB VClt VROB X~ XN~ SLOPE XLOBL XLCH XLOBR ITRIAL IDC HV HL AROB VOL OLOSS BANK ELEV TWA LEFT/RIGHT EI24IN SSTA TOPWID ENIYJT ~ *SECN021645.000 3470 ENCROACHMEHTS?ATIONS= ELENC~ 21645.00 12800. .35 .000165 1061.0 470.00 ELENCH= 455.80 16.50 450.20 .00 O. 12800. O. · 00 3.09 .00 10. 10. 10. 1490~CA~J) US~D -- *S]~2~0 22370.000 3470 ENCROA(H{MEHT STATIONS=- 5094.0 EL~NCL= 470.00 ELENCH= 454.50 22370.00 17.85 450.35 .00 12800. O. 12800. O. .43 .00 3.30 .00 .000206 880. 880. 480. 0 CCHV= .100 CE~V= "1490NHCARDUSED *SF~2NO 23800.000 -- 3265 DIVIDED FLOW 1528.0 TYPE= .00 450.35 O. 4143. .055 .035 0 0 1 TARGET= 467.000 .15 O. .055 0 .00 .00 458.60 406. 82. 454.00 .000 433.70 1098.46 .00 301.94 1400.40 5460.0 TYPE= 1 T2h~GET=- 366.000 .00 450.52 .17 O. 3876. O. .055 .035 .055 2 0 0 .16 .01 450.50 487. 88. 454.50 .000 432.50 5094.61 .00 301.61 5396.22 3470 []CHOACB){ENT STATIONS= 5467.0 ELENCT~ 470.00 ELENCH= 454.00 23800.00 17.29 450.59 .00 12800. 10706. 2094. O. .50 4.37 2.62 .00 .000376 720. 1430. 680. 0 _1490NHCAPJ) USED *SF~2NO 244(M).000 3265 DIVIDED FLOW 7000.0 ~tl=E= .00 450.85 2448. 800. .035 .035 2 0 1 TARGET= 1533.000 .27 O. .055 0 .31 .03 450.00 584. 97. 454.00 .000 433.30 5471.37 .00 363.16 6744.13 3470 ENC'ROA(]{}~ENT STATIONS= --1 10-18-93 18:29:06 5260.0 6940.0 %'YPE= 1 TARGET= 1680.000 PAGE 12 SECNO DEPTH CWSEL CHI'NS WSELK EG HV HL Q QLOB QCH QROB ALOB ACH AROB VOL TIME VLOB VCH VROB XNL XNC]I ~ ~ OLOSS BANK ELEV TWA LEFT/RIGHT ELMIM SSTA SLOPE XLOBL XLCH XLO~R ~RLU, IIX: ICOlfI' ~PAR TO.ID ELENCI~ 470.00 F. LENCR= 470.00 244{)0.00 19.38 450.88 .00 12800. O. 12800. O. .55 .00 2.10 .00 .000114 130. 550. ~ 230. 0 C'(~= . I00 CEI~= .300 1490 ~ CARl) USED *SECRO 24700.000 3265 DIVID~ FLO{4 3470 EIRH{OACH}{ENT STATICS= 4187.0 17b]]{(7~= 470.00 ELEN~= 470.00 24700.00 16.94 450.84 12800. 10049. 2751. O. .59 4.15 2.88 .00 .000340 610. 350. 80. 0 CCI{V= .100 *SF, CNO 25530.000 3470 ENCROACH]fl]{T STATIONS= 2494.0 ~ENC[~ 470.00 ELENCR= 470.00 25530.00 16.62 451.02 .00 12800. O. 12800. O. · 62 .00 5.25 .00 .000627 700. 700. 560. 0 257'/0.000 3470 EI{CROACH]4ENT STATIONS= 2494.0 ELENCL= 470.00 RLEN~= 470.00 25770.00 16.70 451.30 .00 12800. O. 12800. O. .64 .00 4.21 .00 .000366 240. 240. 240. 10-18-93 18:29:06 $~CNO DEPTH CWSEL CRIWS Q (}LOB OCH (}ROB TIq{H VII)B V~ VROB SLOPE XLOBL XI~2H XLOBR .00 450.95 .07 O. 6106. O. .035 .035 .055 2 0 0 5200.0 TI~PE= .00 451.08 2421. 954. .035 .035 2 0 2742.7 TYPE= .00 451.45 O. 2436. .055 .035 2 0 .07 .02 459.20 631. 102. 470.00 .000 431.50 5313.34 .00 619.05 6810.14 1 TARGET= 1013.000 .24 O. .055 0 .08 .05 451.00 676. 106. 470.00 .000 433.90 4196.80 .00 345.59 5190.33 1 TARGET= 248.670 .43 O. .065 0 .32 .0~ 455.33 723. 111. 470.00 .000' 434.40 2512.43 .00 216.78 2729.21 2780.0 TYPE= 1 TARGET= 286.000 .00 451.58 .28 O. 3041. O. .055 .035 .065 2 0 0 WSELK EG HV ALOB ACH AROB I~RI~ IDC ICON~ .11 .02 455.33 738. 112. 470.00 .000 434.60 2511.39 .00 253.25 2764.64 HL OLOSS BANK ELEV VOL TWA WTN EI~IN SSTA CORAR TOPWID ENDST PAGE 13 1490NHCARD USED *S~26830.000 3265 DIVIDED FLOW 3470 ~CROAC~ENT STATIONS= 2619.6 L~ENCL= 470.00 F.I.I~CR= 470.00 26830.00 15.48 451.78 .00 13300. O. 5849. 7451. .79 .00 2.36 1.41 .000159 1030. 1050. 960. 0 1490 }IH CARD USED *SECI{O 28080.000 3265 DIVIDED FLOW 5200.0 TYPE= 1 TARGET= 2580.420 .00 451.84 .06 O. 2483. 5295. · 055 .035 .055 2 0 0 .23 .02 457.35 863. 126. 452.00 .000 436.30 2641.85 .00 937.91 3973.81 3470 ENC~OACHNENT STATIONS= 2417.0 ~ 470.00 ELENCR= 470.00 28080.00 16.57 451.77 .00 13300. O. 13300. O. .84 .00 5.54 .00 .000848 850. 900. 1000. 0 1490~CARDUSED *SECNO 28870.000 3265 DIVIDED FLOW --0 1 3470 ENCROAC]{]iENTSTATIONS= 2319.0 ELENCL= 470.00 BL~CR= 470.00 28870.00 16.09 452.39 .00 13300. O. 13073. 227. .87 .00 5.22 .43 .000933 610. 610. 900. 10-18-93 18:29:06 SECI{O DEFI]{ CWSEL CRIIiS Q QLOB Q(]{ QROB TIM~ VLOB VCH VROB SLOPE XLOBL XII]{ XLOBR CCHV: .10OCEKV= 1490NIiCARDUSED *S]~2NO 29610.000 3265 DIVIDED FLOW 3470 ENCROACH]lEET STATIONS= EL~CT~ 470.00 ELENCR= 2055.0 470.00 5100.0 'IWPE= 1 TARGET: 2683.020 .00 452.25 .48 O. 2401. O. .055 .035 .055 2 0 0 .29 .13 455.94 974. 139. 458.40 .000 435.20 2433.64 .00 241.69 2929.24 5400.0 TYPE: 1 TARGET= 3081.000 .00 452.80 O. 2505. .055 .038 2 0 .42 .54 .01 457.00 523. 1014. 156. 459.30 .055 .000 436.30 2337.46 0 .00 1636.39 4631.52 WSELK EG HV HL ~d~OB A~ . ),ROB VOL XNL XNCH XNR {~%'N ITRIAL II)C ICONT COP, AR 5100.0 ~E= 1 TAR'GET= 3045.000 PAGE 14 29610.00 15.64 453.04 .00 13300. O. 10763. 2537. · 93 .00 4.14 1.29 · 000486 650. 650. 800. 0 1490 NH CARD USED · SECHO 30570.000 3265 DI'VIDED FLO~ · 00 453.26 .22 .44 .02 455.65 O. 2597. 1959. 1075. 179. 458.70 .055 .035 .055 .000 437.40 2071.18 2 0 0 .00 909.98 3161.26 13300. O. 11233. 2067. .98 .00 4.86 1.58 .000708 900. 900. 900. 0 *SE(NO 31230.000 3470 ENCROACHMENT STATIONS= 3445.0 7100.0 TYPE= I TARGET= 3655.000 ELENCL= 470.00 ELENCH= 470.00 30570.00 .15.26 453.49 .00 .00 453.81 .32 .52 .03 457.43 O. 2312. 1305. 1160. 195. 460.00 .055 .033 .055 .000 438.23 3460.93 2 0 0 .00 683.70 4521.92 3265 DIVIDED FLOW 3470 EN(HK)ACEMENT STATIONS= 3387.0 7100.0 TYPE= ~ 470.00 'ELENCH= 4TO.O0 31230.00 15.77 453.87 .00 .00 454.38 13300. O. 13300. O. O. 2313. 1.01 .00 5.75. .00 ~055 .035 .000949 620. 620. 700. 1 0 10-18-93 18:29:06 1 TARGET= 3713.000 · 51 .51 .06 459.79 O. 1203. 202. 460.80 · 055 .000 438.10 3410.70 0 .00' 239.15 3698.48 PAGE 15 SECHO DEPTH C{4SEL CRI{4S WSELK EG Q QLOB QCH QROB ALOB ACH TI~ VLOB VCH VROB ~ X}ICH SLOPE XLOBL XLCH XLOBR ITRIAL IDC *SECNO 32150.000 3265 DIVIDED HV EL OLOSS BANK ELEV AROB VOL TWA LEFT/RIGHT XNR {4TN ELMIN SSTA ICONT COP, AR ~OPWID ENI)ST 3301 HV CHAlqGED~RE THAN Irv'INS 3470 ENCROACHMENT STATIONS= 3040.0' 6180.0 TYPE= ELEIIC'L= 470.00 ELENCR= 470.00 32150.00 17.47 454.47 .00 .00 455.67 13300. O. 13225. 75. O. 1501. 1.04 .00 8.81 1.39 .055 .035 .001503 900. 920. 950. 2 0 1 TARGET=- 3140.000 1.20 1.08 .21 460.50 54. 1244. 206. 460.00 .055 .000 437.00 3406.93 0 .00 144.42 4384.85 CCHV= .300 C~V= 1490 NH CARD OSED *SECNO 32200.000 3265 DIVIDED FLOW 3301 HV CHANGED NORE THAN HVINS 3370 NORMAL BRIDGE,IrED= 9 HI]{ ~'1~' 463.60 }lAX E[/~C= 465.40 3470 ~CHOACHNENT STATIONS= 3050.0 5734.0 TYPE=- I TA]{GET= 2684.000 ELENCL= 470.00 ~.RNCR= 470.00 32200.00 19.04 454.04 .00 .00 456.22 2.18 .06 .49 461.50 13300. O. 12878. 422. O. 1073. 90. 1245. 207. 461.50 1.04 .00 12.00 4.67 .055 .015 .020 .000 435.00 3412.87 ~" .000963 50. 50. 50. 2 0 0 .00 129.01 4393.81 0 *SECNO 32230.000 3265 DIVIDED FLOW _1 10-18-93 18:29:06 PAGE 16 SECHO DEPTH CHSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QLOB QCH QRO{3 ALOB ACH AROB VOL TWA LE~/RIGHT TD4E VLOB VCH VROB XNL X]iCH XNR WTN ELMIM SSTA SLOPE XLO~L XLCH XLOBR ITRIAL II)C ICO~ COP, AR TOPWID ENI)ST 3370 NORMAL BRIDGE,NED= 9 NIN ELTRD= 463.60 MAX ELLC= 465.40 3470 ENCROACH]{ENT STATIONS= 3050.0 6180.0 TYPE= I TARGET= 3130.000 ELENCL= 470.00 ~IJ]ICH= 470.00 32230.00 19.15 454.15 .00 .00 456.28 2.13 .05 .02 13300. O. 12861. 439. O. 1084. 94. 1247. 207. 1.04 .00 11.87 4.67 .055 .015 .020 .000 435.00 .000939 50. 50. 50. 2 0 0 .00 130.13 0 --CCHV= .IOOCIHIV= .300 *SECHO 32250.000 --3265 DIVIDED FLOW 461.50 461.50 3412.54 4394.02 3301 HV CHANGED MORE THAN HVINS 3470 ~CROACH~NT STATIONS= 3040.0 6180.0 TYPE= 1 TARGET= 3140.000 ~C'L= 470.00 E~ICR= 32250.00 18.98 455.98 9400. O. 9228. 1.04 .00 5.53 .000896 1. 1. 0 1490N]{CARDUSED *SECMO 32305.000 3265 DMDED FLOW 3301 ~ (]{ANGED MOR~ THAN HVIN$ 470.00 .00 .00 456.45 .47 .00 172. O. 1669. 112. 1247. 1.53 .055 .045 .055 .000 1. 3 0 0 .00 .17 460.50 207. 460.00 437.00 3405.19 156.03 4392.40 32305.00 17.68 455.38 .00 .00 456.85 1.47 .11 .30 465.00 9400. O. 8616. 784. O. 856. 174. 1248. 207. 460.00 1.05 .00 10.07 4.50 .055 .045 .055 .000 437.70 2173.85 .006585 55. 55. 55. 3 0 0 .00 185.59 3331.02 10-18-93 18:29:06 SE~O DEPTH CWSEL CRIWS WSELK BG }IV ]IL OI/)SS BANK ELEV Q QLOB QCH QROB ALOB AC~ AROB VOL TWA LEFT/RI(N{T TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SS?A S~PE XLOBL XIZ2H XLOBR ITRIAL I~ ICONT COP, AR TOPWID ENDS? 1490NHCARI) USED *$ECMO 32725.000 3265 DIVIDED FLO~ PAGE 17 3301 l{V CHANGED MORE THAN HVINS 32725.00 19.41 457.61 .00 .00 457.86 9400. 2650. 63i3. 437. 1236. 1347. 1.08 2.14 4.69 1.36 .060 .045 .001028 380. 420. 520. 2 0 10-18-93 18:29:06 .25 .89 .12 463.00 322. 1267. 211. 461.00 .055 .000 438.20 1578.16 0 .00 630.82 3698.91 PAGE 18 ************************************************* HEC2 RH]~F~SE DATED NOV 76 UP~ATED~AY 1984 ERROHCORR- 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IB~-PC-XT VERSION AUGUST 1985 ************************************************* THIS RUN EXECUTED 10-18-93 T1 72 T3 {~mmm DENTON CREEK - PROPOSED CONDITION (EXISTING RUNOFF) DENTON CREEK - 50 YR DISCHARGE PROFILE DENTON~EK,~ FILE: 920630PR.DAT J1 ICHECK IN(} NHV IDIR O. 3. O. O. J2 NPROF IPLO'f PRFVS XSECV 2.000 .000 -1.000 .000 _1 10-18-93 STILT I4ETRIC HVlNS 0 WS~ FO .000000 .00 .0 O. 450.500 .000 XSECH' Fl{ AI.L~ IBW CHNIH ITl{ACE .000 .000 .000 .000 .000 .000 18:29:06 19 SECNO DEPTH CWSEI, (3{IWS WSELK Q QLOB QCI{ QROB AII)B TIME VLOB VCH VROB XNL SLOPE XLOBL XLCH XLOBR II'RIAL AC~ AROB VOL TWA LEI~/RIGHY X~C~ XI[R WTW gib{IN SSTA IDC ICO~ CORAR TOP, ID EI{])~P *PROF 2 CflrV= .100 CHi[V= *SECNO 18440.000 3265 DIVIDED FLOW .300 3470 ENCROACH]{ENT STATIONS= 3750.0 7650.0 EL~CL= 470.00 ELENCR= 470.00 TYPE= I TARGET= 3900.000 FEMA CROSS SECTION 18440.00 '19.10 450.50 .00 450.50 450.70 18200. 12828.' 3860. 1512. 3925. 779. .00 3.27 4.96 1.61 .035 .045 .001805 3.0000. 5880. 4500. 0 0 0 _ CCHV= .1CO CEHV= *SEC~O 19330.000 3265 DIVIDED FLOW .20 .00 .00 449.00 937. O. O. 451.00 · 055 .000 431.40 3750.00 0 .00 2649.88 6520.50 3470 ENCROA(IH)HUFI STATIONS= 4000.0 8250.0 TYPE= ELgIIC~ 470.00 ELENCR= 470.00. 19330.00 19.11 450.81 .00 .00 450.87 18200. 6257. 11853. 90. 6133. 5412. .10 1.02 2.19 .21 .035 .035 .000087 650. 650. 650. 2 0 1490NHCARI) USED 1 TARGET= .05 .15 424. 131. .055 .000 0 .00 4250.000 · 01 448.00 39. 453.00 431.70 4000.00 2531.33 6912.30 *SEOiO 19930.000 3265 DIVIDED FLON 3470 ENCROA(~ STATIONS= 5208.0 SLENCL= 470.00 ELI~CI~'- 470.00 19930.00 18.83 450.83 .00 18200. 832. 17186. 183. .16 .72 2.96 .39 .000154 800. 600. 550. 10-18-93 18:29:06 C(]~= .100 CH= .300 *S~(~O 20980.000 3470 ENCROAC~ENT S~ATIOItS= i040.0 ELENCL=- 470.00 EL~CR= 452.70 20980.00 18.61 450.91 .00 18200. O. 18199. 1. .22 .00 3.60 .23 .000200 870. 720. 420. 0 *SECNO 20990.000 3470ENCROAC~ENTSTATIONS= F/,ENCL= 20990.00 18200. .22 .000200 0 1040.0 470.00 ELENCR= 452.10 18.61 450.91 .00 O. 18199. 1. .00 3.61 .22 10. 10. 10. *SEOiO 21260.000 3265 DIVIDED FLOW 3470 ENCiK)ACHNENT STATIONS= 21250.00 18200. .25 .000181 0 1048.0 470.00 F/~C~- 454.00 18.53 451.03 .00 O. 18200. O. .00 3.23 .00 380. 380. 390. *SECN021635.000 7350.0 TYPE= 1 TARGET= 2142.000 .00 450.96 .13 1158. 5799. 463. .045 .032 .055 2 0 0 W$1~LZ 1~ 1~ Al, OB Alii AROB XNL I~ XliR ITR.TIL I~ I~ 1580.0 TYPE= .00 451.11 O. 5048. .055 .035 0 0 1457.0 ~rPE= .00 451.11 O. 5047. .055 .035 0 0 1522.0 .00 451.19 O. 5642. .055 .035 2 0 .07 .02 448.50 281. 70. 453.00 .000 432.00 5208.00 .00 1421.69 7011.72 VOL WA LEET/RIOlff WTN ~ SSTA 1 TARGET=- 540.000 .2O 3. .055 0 .13 .02 458.10 385.' 84. 450.00 .000 432.30 1074.50 .00' 344.90 1419.40 1 TARGET= 417.000 .20 3. .055 0 '.00 .00 458.10 386. 84. 450.00 .000 432.30 1074.52 .00 344.86 1419.37 1 TARGET= 474.000 .16 O. .055 0 .07 .00 458.40 432. 87. 454.00 .000 432.50 1079.70 .00 404.78 1519.45 PAGE 20 3470 ENCROACI~4ENT STATIONS= ELENC~= 470.00 ELENCR= 21635.00 17.33 451.03 182~. O. 182~. .~ .~ 4.14 ,0~281 340. 340. 1~18-93 18:29:06 1061.0 1458.0 TYPE= 454.80 .00 .00 451.30 O. O. 4396. .00 .055 .035 400. 2 0 I TARGET= 397.000 .27 O. .055 0 .08 .03 458.60 472. 90. 454.00 .000 433.70 1095.11 .00 306.95 1402.06 PAGE 21 VOL TWA LEFT/RIGHT NTN ELaN SSTA CO~ TOM E~ST *SECN021645.000 3470 ENCROAQIMENT STATIONS= ELENCL= 470.00 ELENCR= 21645.00 17.33 451.03 18200. O. 18200. .28 .00 4.14 .000280 10. 10. 14901[l{C~J~)USEI) *SECN022370.O00 1061.0 1528.0 HE= 455.80 .00 .00 451.30 O. O. 4396. .00 .055 .035 10, 0 0 3470 ~(~OACHMEET STATIONS= 5094.0 ELEI~L= 470.00 ELEN~= 454.50 22370.00 18.78 451.28 ,00 18200. O. 182(X). O. .33 .00 4.38 .00 .000337 880. 88,0. 480. CC~= .100 CEHV= .300 1490~HCA~) USED --*SEQ~O 23800.000 3265 DIVIDED 1 TARGET= 467.000 .27 O. .055 0 .00 .00 458.60 473. 90. 454.00 .000 433.70 1095.10 .00 306.96 1402.06 5460.0 HYPE= 1 TARGET= 366.000 .00 451.58 .30 O. 4159. O. .055 .035 .055 2 0 0 .27 .01 450.50 559. 96. 454.50 .000 432.50 5094.00 .00 305.70 5399.70 3470 ~I{C~'OA~ STATIONS= 5467.0 ELeCt= 470.00 ELENCR= 454.00 -- 23800.00 18.37 451.67 .00 18200. 15422. 2778. O. .39 5.68 2.81 .00. .000597 720. 1430. 680. ) 1490N H CARD USED *SECNO 24400.000 3265 DIVIDED 7000.0 TYPE= 1 TARGET=- 1533.000 .00 452.12 .44 2713. 990. O. .035 .035 .055 2 0 0 · 50 .04 450.00 666. 107. 454.00 .000 433.30 5467.00 .00 475.00 6825.54 3470 ENCROACENEI~ STATIONS= 10-18-93 18:29:06 SEQ{O DEPTH C~SE]., (~I~S Q QLOB QCH QROB ?I~ V-LOB VQ{ VROB SLOPE XLOBL XLCH XLOBR 5260.0 6940.0 TYPE= 1 TARGET: 1680.000 WSELK EG HV HL ALOB ACH AROB VOL INL XNCH X[ I~RIAL IDC ICONT COP, IR OLO$S BI[ ELEV ~A LEFT/~I~ ' EQ{II{ SSTA ~Ol~D ENDS? PAGE 22 ~LRNC~= 470.00 ELENCR= 470.00 24400.00 20.65 452.15 .00 18200. O. 18200. O. .43 .00 2.62 .00 .000173 130. 550. 230. 0 CQ~?= .100 CENV= .300 1490 []CARD USED *SECH024700.O00 3265 DMDED FLOW .00 452.26 , .11 O. 6938. O. .035 .034 .055 2 0 0 .11 .03 459.20 720. 113. 470.00 .000 431.50 5294.95 .00 720.39 6824.52 3470 ENCROAQ{]4ENT STATIONS= 4187.0 ELEN~= 470.00 ELENCR= 470.00 24700.00 18.20 452.10 .00 18200. 13995. 4205. O. .46 5.02 3.75 .00 .000483 610. 350. 80. CCHV= .100 CE[V: .300 *SECN025530.O00 3470 ENCROACH}lENT STATIONS= 2494.0 ~LENCL= 470.00 ~L~CR= 470.00 25530.00 17.92 452.32 .00 18200. O. 18200. O. · 49 .00 6.68 .00 .0{)0927 700. 700. 560. *SECNO 25770.000 3470 ENC~{OA(]I}I]~f STATIONS= 2494.0 ELENCL= 470.00 ELEN~= 470.00 25770.00 18.16 452.76 .00 18200. O. 18200. 0.. · 50 .00 5.32 .00 .000530 240. 240. 240. 5200.0 TYPE= 1 TARGET= 1013.000 .00 452.46 .35 2790. 1120. O. .035 .035 .055 2 0 0 .12 .07 451.00 772/ 119. 470.00 .000 433.90 4191.74 .00' 460.66 5192.70 2742.7 TYPE= 1 TLRGET: 248.670 .00 453.01 .69 O. 2723. O. .055 .035 .065 0 0 0 .46 .10 455.33 825. 125. 470.00 .000 434.40 2507.24 .00 226.59 2733.83 2780.0 TYPE= 1 TARGEt= 286.000 .00 45~.20 .44 O. 3419. O. .055 .035 .065 2 0 0 .16 .03 455.33 842. 126. 470.00 .000 434.60 2505.52 .00 263.90 2769.42 10-18-93 18:29:06 PAGE 23 AROB ICONT ~ EU~ SSTA COl~ TOPWID ENDST 1490 NH CARD USED *SECNO 26830.000 3265 DIVIDED FLON 3470 ENCROAC~ENT STATIONS= 2619.6 470.00 ELENCR= 470.00 17.17 453.47 .00 O. 7766. 11134. .00 2.63 1.68 1030. 1050. 960. . ELI~CL= 26830.00 "" 18900. .64 .000190 ,-0 1490 NHCARDUSED *SEC~O 28080.000 3265 DIVIDED FL~ 5200.0 TYPE= .00 453.54 O. 2956. .055 .035 2 0 I ?ARGET= .O7 6618. .055 0 2580.420 .30 .04 457.35 992. 142. 452.00 .000 436.30 2635.08 .00 1149.39 3983.61 "" 3301 ~ CHANGED MORE ,-,3470 EN¢I~)ACIiMEIfTSYATIONS= 2417.0 ! EL~CL= 470.00 EL~CR= 470.00 28080.00 18.23 453.43 .OO 189{)O. O. 18207. 693. .68 .00 6.46 1.O6 .001042 850. 900. 1000. 0 --1490 NH CA~DUSED *SECNO 28870.000 _3265 DIVIDED FLON 5100.0 ~IPE= .00 454.06 O. 2818. .055 .035 2 0 1 ?ARGE?= "2683.020 .63 657. .055 0 .35' .17 455.94 1135. 164. 458.40 .000 435.20 2427.01 .00 778.40 3944.78 3470 ENCROAC~ENT STATIONS= -- ELENCL= 28870.00 18900. -- .72 .000710 1 10-18-93 2319.0 470.00 ELBNCR= 470.00 18.06 454.36 .00 O. 14642. 4258. .00 4.78 1.26 610. 610. 900. 18:29:06 5400.0 .00 454.64 O. 3063. .055 .038 2 0 1 TARGET= 3081.000 .28 3388. .055 0 · 55 .03 457.00 1218. 189. 459.30 .000 436.30 2329.52 .00 1831.90 4711.50 PAGE 24 -- SECMO DEPTH ~SEL CRI~S WSE~ EG HV Q QI/)B Q(]{ QROB ALOB ACH AROB TIIiE VLOB VCH %~OB X~ XNCH XI~ OIl)SS BANK ELEV VOL TWA LEFT/RIGHT WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR I~RIAL IDC ICO~ COP~R TOI~rID ENDS? CC~= .100 1490 [] CARD USED *SECHO 29610.000 3265 DIVIDED FI~ 3470 ENCHOA(]~IEET STATIONS=, 2055.0 5100.0 TYPE= ELENCL= 470.00 ELENCH= 470.00 29610.00 17.42 454.82 .00 .00 455.05 18900. O. 13578. 5322. O. 3099. .78 .00 4.38 1.70 .055 .035 .000481 650. 650. 800. 2 0 0 1490 [] C~RD USED *$ECHO 30570.000 3265 DIVIDED FLO~ 3470~C3~OACltNE~STATION5= 3445.0 7100.0 ~PE= gL~CI~ 470.00 EL~CH= 470.00 30570.00 17.04 455.27 .00 .00 455.61 18900. O. 14579~ .4321. O. 2822. .83 .00 5.17 2.07 .055 .033 .000727 900. 900. 900. 2 0 0 *SECNO 31230.000 3265 DIVIDED FLO~ 1 TARGET= 3045.000 .23 .40 .01 455.65 3127. 1324. 213. 458.70 .055 .000 437.40 2064.05 0 .00 961.76 3173.74 1 TARGET= 3655.000 .33 2087. .055 0 .53 .03 457.43 1439. 231. 460.00 .000 438.23 3453.82 · 00' 769.78 4543.25 3470 ~CHOAC]~IE~STATIONS= ELENCL= 470.00 ELENCR= 31230.00 17.47 455.57 18900. O. 18873. .86. .00 6.90 .001215 620. 620. 0 1 10-18-93 18:29:06 SECHO DEl~ CHSEL Q QLOB QCH TIlfE VLOB VCll SLOPE XLOBL H~ 3387.0 7100.0 TYPE= 470.00 · 00 .00 456.31 27. O. 2736. .51 .055 .035 700. 2 0 C~IWS WS~K EG QROB ~OB ACH V~OB '~ XNCH XLOBR I~RIAL I~ 1 TARGET= 3713.000 .74 52. .055 0 .58 .12 459.79 1496. 240. 460.80 .000 438.10 3403.91 .00 404.44 4411.38 AROB X~ ICONT · . OLOSS BA[] ELEV VOL mA LEI~/RIGHT ~1~ F/~qIN SSTA COI~ TOPk'ID ENDST PAGE 25 *SEOIO 32150.000 3265 DIVIDED FLO~ 3301 HV CHANGED ~0~ TI{AN HVINS 3470 ENCROA~ STATIONS= 3040.0 6180.0 TYPE= 1 TARGET= ELENCL= 470.00 ELENCR= 470.00 32150.00 19.25 456.25 .00 .00 458.08 1.83 1.44 18900. O. 18588. 312. O. 1700. 142. 1545. · 88 .00 10.93 2.20 .055 .035 .055 .000 .002090 900. 920. 950. 2 0 0 .00 __0 CCHV= .300 CEHV= .500 1490 NH CARD USED · SEC~O 32200.000 3265 DIVIDED FLOW 3140.000 .33 247. 437.00 233.06 460.50 460.00 3404.88 4393.74 3301 I{V CHANGED MORE TI{AN IIVHS 3370 NO]~{A.L B~,IDGE,]{R])= 9 }{IN ELTI~3= 463.60 }{AX ~ 465.40 --3470 E]~3ROACHNENTSTATIONS= 3050.0 5734.O ~ZPE= ELENCL= 470.00 ELENCR= 470.00 32200.00 20.69 455.69 .00 .00 458.80 -- 18900. O. 17952. 948. O. 1244. .88 .00 14.43 6.44 .055 .015 .001334 50. 50. 50. 2 0 0 --*SEC}tO 32230.000 3265 DIVIDED FLOW 10-18-93 18:29:06 SECHO DEPTH CHSEL CRIWS WSELK EG U QLOB QCH QR~ ALOB ACH TIME VLOB VCH VI~ X~ HCH SLOPE XLOB~ XI~2]{ ~ ~ IIXI 3370 NOP~LB~{IDGE,][ED= 9 M]N ELTRD= 3470 ENCROACHMENT STATIONS= 3050.0 ~= 470.00 ELENCR= 470.00 --32230.~ 20.99 455.99 .00 189~. O. 17892. 1008. · 88 .00 14.02 6.36 1 TARGET=- 2684.000 3.10 .08 .64 461.50 147. 1546. 247. 461.50 · 020 .000 435.00 3407.90 0 .00' 145.86 4397.85 AROB VOL TWA LEFT/RIGHT IlR WTN EL}iH S,TA ICO~ COP, AR TOPWID ENI)6T 463.60 MAX ELLC= 465.40 6180.0 TYPE= 1 TARGET= .00 458.92 2.92 .06 O. 1276. 158. 1548. .055 .015 .020 .000 3130.000 .05 461.50 247. 461.50 435.00 3407.01 PAGE 26 T .001249 50. 50. 0 CCHV= .iOOCEHV= .300 *SECMO 32250.000 3265 DIVIDED FLOW 50. 2 0 0 .00 148.83 4398.35 3301 HV C]B~ED MORE THAN HVINS 3470 E~CROACE]4]~ff STATIONS= 3040.0 ELENCL= 470.00 ~CR= 470.00 32250.00 21.61 458.61 .00 13200. 0. 12171. 1029. .88 .00 6.16 1.53 .000970 1. 1. 1. 0 1490[]CARDUSED *SI}CMO 32305.000 3265 DIVIDED FLO~ 32305.00 20.69 458.39 13200. O. 10690. .89 .00 8.61 .004195 55. 55. 0 1490 [] CARl) USED *SEC)[O 32725.000 1 10-18-93 18:29:06 SECNO DEPTH CWSHL Q QLOB QCH TIME VLOB VCH SLOPE XLOBL XlXlH 3265 DIVIDED FLOW 3301 ifV CI{ANGED MORE THAN I{VIN$ 32725.00 21.72 459.92 13200. 4490. 6994. · 92 2.34 4.13 .000731 380. 420. 6180.0 Tlq}E= .00 459.15 O. 1977. .055 .045 3 0 .00 .00 459.39 2510. O. 1241. 4.79 .055 .045 55. 2 0 CRIWS WSELK EG QROB ,~J~OB ACH VROB XNL XLOBR ITRIAL .00 .00 460.10 1716.. 1918. 1694. 1.36 .060 .045 520. 2 0 1 TARGa= 3140.000 .55 .00 .24 460,50 674. 1548. 247. 460.00 .055 .000 437.00 3402.17 0 .00 683.14 4560.60 1.00 524. .055 0 .10 .14 465.00 1551. 248. 460.00 .000 437.70 2164.83 .00 300.59 3346.80 ltV AROB ICONT VOL TWA LEFT/IAIG]F~ WTN ELMIN SSTA COP, AR 'roPWID ENDST .17 1263. .055 0 .62 .08 463.00 1584. 257. 461.00 .000 438.20 1571.23 .00 1362.31 3816.09 PAGE 27 10--18-93 18:29:O6 PAGE 28 HEC2 RELEASE DATED NOV 76 ~PDATED MAY 1984 ERROR C ORR - 01,02,03,04,05,06 RODIFICATION ' 50,51,52,53,54,55,56 I~'PC'XT VERSION AUGUST 1985 ************************************************** THIS RUN EXECUTED !0-18-93 T1 T2 T3 DENTON CREEK - PROPOSED CONDITION (EXISTIH$ RUNOFF) DENTON CREEK - 100 YR DIS(~M~E PROFILE DENTON CREEK, TEXAS FZLE: 920630PR.DAT J1 I~IE(~ IN~ NINV IDIR O. 4. O. O. J2 hTROF IPLOT PILlr~S X$1~ 3.000 .000 -1.000 .000 1 10-18-93 18:29:06 .000452 .00 .0 O. 450.700 .000 XSECH FN ALLDC IBW CHIIIM ITl{ACE .000 .000 .000 .000 .000 .000 PAGE 29 SECI~O DEPTH tinSEL CRIWS Q (}LOB QCH QROB TDfE VLOB V~ VROB SLOPE XLOBL XL(3{ XLOBR *PROF 3 CCI{V= .100 ~= .300 *SEC}lO 18440.000 WSELK EG HV HL OLOSS BANK ELEV ALOB AG AROB VOL mA LEFT/RIGHT I~IAL I~ ICONT O)RAR TOP,ID ENI)ST 3470 ]]{CROACHHEFf STATION~ 3750.0 7650.0 ~"irPg= ELENCL= 470.00 EL]~ICR= 470.0{3 FEMACROSS SEC'TION 18440.00 20.71 452.11 .00 450.70 452.19 20600. 15161. 2634. 2806. 6694. 947. .00 2.26 2.78 1.15 .035 .045 .000454 10000. 5880. 4500. 0 0 0 CCI[V= .IOOCEHV: .300 *SECNO 19330.000 3265 DIVID]H) FI~Y4 3470 ENCROACHHENT STATIONS= 4000.0 8250.0 TYPE: ELeCt= 470.00 ELEIICR= 470.00 1 TARGET: 3900.000 .08 .00 .00 449.00 2431. O. O. 451.00 · 055 .000 431.40 3750.00 q .00 2803.63 6553.63 1 TARGET=- 4250.000 19330.00 20.53 452.23 20600. 8558. 11581. · 12 1.03 1.93 .000060 650. 650. 0 1490 NH CAR1) USED *SECH019930.O00 3265 DIVIDED FLOW .00 .00 452.27 .04 461. 8340. 5992. 1384. .33 .035 .035 .055 650. 2 0 0 .08 .00 448.00 192. 41. 453.00 .000 431.70 4000.00 .00 2757.45 6946.46 3470 ENCROACHI4ENT STATIONS= 5208.0 RLRNCL= 470.00 ELENCH: 470.00 19930.00 20.24 452.24 .00 20600. 1648. 18293. 659. .19 .89 2.82 .53 .000126 800. 600. 550. 10-18-93 18:29:06 7350.0 TYPE= 1 TARGET= 2142.000 .00 452.35 .11 1855. 6477. 1254. · 045 .033 .055 2 0 0 SECNO DEPTH C~$EL ClCIW$ i,/$L'LK EG HV Q QLOB QCH QROB ALOB ACH AH)B TIHE VLOB VCH VROB XNL X~CH ~ SLOPE XLOBL XLCH XLOBR ITP, IAL IDC ICO~ .05 .02 448.50 389. 76. 453.00 .000 432.00 5208.00 .00 1677.00 7084.34 PAGE 30 CCHV= .100 CEHV= .300 *SECNO 20980.000 3470ENCROACHNENTSTATIONS= 1040.0 ELENCL= 470.00 ELENCR= 452.70 20980.00 19.98 452.28 .00 20600. O. 20589. 11. .24 .00 3.73 .36 .000195 870. 720. 420. 0 *SECHO 20990.000 3470 EN(~OAQDIENT STATIONS= 20990.00 20600. .24 .000195 0 1040.0 470.00 ~ENCR= 452.10 19.98 452.28 .00 0. 20589. 11. .00 3.73 .34 10. lO. 10. *$F, CHO 21260.000 3265 DIVIDED 1580.0 TYPE= .00 452.49 O. 5514. .055 .035 2 0 1457.0 TYPE= .00 452.50 O. 5514. .055 .035 0 0 1 TARGET= 540.000 .22 30. .055 0 .11 .03 458.10 512. 91. 450.00 .000 432.30 1068.83 .00 421.72 1490.55 1 TARGET=- 417.000 .22 .055 0 .00 .00 458.10 514. 92, 450.00 .000 432.30 1068.82 .00 419.89 1488.71 3470 ~CROAClD4E~r STATIONS= 1048.0 EL~CL= 470.00 ELENCR= 454.00 21260.00 19.90 452.40 .00 1522.0 TYPE= I TARGET= .00 452.57 .17 .07 474.000 .00 458.40 20600. O. 206O0. O. O. 6209. .27 .00 3.32 .00 .055 .035 · 000178 380. 380. 390. 2 0 0 · SECNO 21635.000 3470 ENCROA(H{}EEI{T STATIONS= 1061.0 1458.0 T~E= EL[]~= 470.O0 ~[]~= 454.80 21635.00 18.70 452.40 .00 .00 452.68 206O00. O. 206O0. O. O. 4820. · 30 .00 4.27 .00 .055 .035 .000274 340. 340. 4O0. 2 0 10-18-93 18:29:06 .055 0 1 TARGET= .28 O. .055 0 565. 95. 454.00 .000 432.50 1074.64 .O0 421.74 1520.63 397.000 .07 .03 458.60 608. 98. 454.O0 .000 433.70 1089.60 .O0 315.19 1404.79 PAGE 31 SF~O D]U'I'H CWSEL ~IWS WSELK TI~ ~ VCH ~ ~ SLOPE XLOBL ~ XII)BR ITP, T. AL II)C *SF.I]40 21645.000 -- 3470 ENCROACHMEFf STATIONS= 1061.0 1528.0 TYPE= ELENCL= 470.O0 ELENCR= 455.80 21645.00 18.70 452.40 .00 .00 452.68 20600. O. 206O0. O. O. 4821. .30 .O0 4.27 .O0 .055 .035 .000274 10. 10. 10. 0 0 __0 1490NHCAifl) USED *S~IINO 22370.000 -- 3470 ~CI{OACNMENTSTATIONS= 5094.0 5460.0 TYPE= EL~= =470.00 ~= 454.50 22370.00 20.14 452.64 .O0 .00 452.95 206O0. O. 206O0. O. O. 4577. .35 .O0 4.50 .O0 .055 .035 .0(0)322 880. 880. 480. 2 0 0 --C C H V= .100 CEHV= .300 14901flICAIfl) USED *SE(]~O 23800.000 3265 DIVIDED FLOW 3470 []CI~OA(I{MENT STATIONS= 5467.0' 7000.0 TYPE= EL~CI,= 470.00 ~.~CR= 454.00 23800.00 19.73 453.03 .00 .00 453.44 20600. 17185. 3415. O. 3118. 1351. · 41 5.51 2.53 .O0 .035 .035 · 000528 720. 1430. 680. 2 0 ~ VOL TWA LEFT/PIGET XNR WTN l~liIl{ ~TA ICONT CORAl{ TOPWID ENI)ST I TARGET= 467.~ .28 .O0 .00 458.60 O. 6091' 98. 454.O0 .055 .000 433.70 1089.59 0 .00' 315.20 1404.80 1 TARGET= 366.O00 .31 .26 .01 450.50 O. 704. 104. 454.50 .055 .000 432.50 5094.O0 0 .O0 310.77 5404.77 1 TARGET= 1533.000 .41 .46 .03 450.00 O. 827. 118. 454.00 .055 .0O0 433.30 5467.00 0 .O0 670.10 6927.35 0 1490 ~ CARD USED *SECNO 24400.000 3265 DIVIDED FLOW 3470 ENCROACHMEET STATIONS= 1 10-18-93 18:29:06 5260.0 6940.0 TYPE= 1 TARGET= 1680.000 PAGE 32 SECNO DEPTH CHSEL CRlWS ~SEIX EG TI~E VLOB VCH VROB XliL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC F./~CL= 470.00 ELENCH= 470.00 24400.00 21.97 453.47 .00 20600. O. 20600. O. .45 .00 2.57 .00 .000165 130. 550. 230. 0 CCHV= .100CEHV= .300 1490 NH CARD USED *SECHO24700.000 3265 DIVIDED FLCY4 34701~{CHOACHIfl~fSTATIONS= 4187.0 EL]~{(~.~ 470.00 ELENCR= 470.00 2470O.00 19.53 453.43 .00 20600. 15582. 5018. 0. .48 4.77 3.87 .00 .~433 610. 350. 80. 0 CCHV= .100 CEHV= *SECHO 25530.000 .300 3470 ENCROACHNIflF~ STATIONS= 2494.0 ELENCL: 470.00 EI~CR= 470.00 25530.00 19.17 453.57 .00 20600. O. 20600. 0. .51 .00 6.84 .00 .000896 700. 700. 560. 0 *SECHO 25770.000 3470 EIK2]{OACHI{E1Ff STATIONS= ELENCL= 470.00 ~CR= 25770.00 19.41 454.01 20600. O. 20600. .52 .00 5.49 HV AROB XI{R ICONT .00 453.57 .10 O. 8022. O. .035 .031 .055 2 0 0 5200.0 T~E= .00 453.75 3264. 1298. .035 .035 2 0 2742.7 TYPE= .00 454.30 O. 3013. .055 .035 2 0 2494.0 2780.0 TYPE= 470.00 .00 .00 454.48 O. O. 3754. .00 .055 .035 VOL TWA LEFT/RIGHT ~ EUqlN SSTA COP, AR TOPWID ENDST .10 .03 459.20 891. 126. 470.00 .000 431.50 5276.60 .00 947.16 6864.14 1 TARGET: 1013.000 .32 O. .055 0 .11 .07 451.00 951. 133. 470.00 .000 433.90 4187.00 .00 522.85 5195.18 1 TARGET= 248.670 .73 O. .065 0 .42 .12 455.33 1012. 139. 470.00 .000 434.40 2502.24 · 00 236.04 2738.29 1 TARGET=- 286.000 .47 .16 .03 455.33 O. 1031. 141. 470.00 .065 .~ 434.60 2500.49 · 000520 240. 240. 240. 2 0 0 .00 273.02 2773.51 10-18-93 18:29:06 1490 NH CARD USED *SEONO 26830.000 "3265 DIVIDED FLON ltv ltL AROB VOL Xlm ~ OLOSS BANK ELEV ELKr. N SSTA TOP~I) EBDST PAGE 33 .-3470 ENCROACiINI~T STATIONS= 2619.6 RT.~C~ 470.00 EM~ICR= 470.00 26830.00 18.43 454.73 .00 21300. O. 8432. 12868. .66 .00 2.51 1.67 .000166. 1030. 1050. 960. 0 --1490NHCARDUSED *$1KIN028080.O00 --3265 DIV~I)EDFLON 5200.0 TYPE= 1 TARGET= 2580.420 .00 454.80 .06 O. 3353. 7727. .055 .035 .055 0 0 0 .27 .04 457.35 1201. 158. 452.00 .000 436.30 2630.05 .00 1221.33 3990.91 _3470 ENCROACI~fl~NT STATIONS= 2417.0 ! ELENCL= 470.00 ELENCR= 470.00 28080.00 19.52 454.72 .00 21300. O. 19249. 2051. .71 .00 6.06 1.46 .000906 850. 900. 1000. 0 ,-1490 NH CARD USED *$]~]1028870.000 3265 DIVIDED FLON 510~.0 '~t~~' I TARGET= 2683.020 .00~ 4.55,.2t .52 0. 3174. 1404. .055 .035 .055 2 0 0 .30 .14 455.94 1374. 182. 458.40 .000 435.20 2421.86 · 00 956.18 3984.99 3470 ENCROAC~ENT STATIONS= ELENCL= 470.00 EI.,ENCi= 28870.00 19.23 455.53 21300. O. 14167. .77 .00 4.13 .000500 610. 610. 10-18-93 18:29:06 2319.0 5400.0 TYPE= 470.00 .00 .00 455.71 .19 7133. · O. 3432. 5260. 1.36 .055 .037 .055 900. 2 0 0 1 TARGET= 3081.000 .44 .03 457.00 1489. 211. 459.30 .000 436.30 2324.88 .00 2035.29 4810.14 PAGE 34 SE(NO DEPTH CWSEL CRIWS WSELK EG Q QLOB QCH QROB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XI~ XLOBR ITRIAL II3C CCHV= .100 C[]V= 1490 [] CARD USED *SECNO 29610.000 3265 DIVIDED FLO~ .300 3470 ENCROACBMENY STATIONS= EI~C~ 29610.00 21300. .83 .000422 0 2055.0 470.00 ELENCH= 470.00 18.43 455.83 .00 O. 14458. 6842. .19 4.25 1.79 650. 650. 800. 1490[]CARDUSED *SECNO 30570.000 3265 DIVIDED FL(Y4 3470 ENCHOACHI4ENTSTATIONS= EL[]CL~ 470.00 ELENCH= 30570.00 18.00 456.23 21300. O. 15750. .88 .00 5.03 .000657 900. 900. 0 *SECNO 31230.000 3265 DIVIDED FLOW 5100.0 TYPE= .00 456.04 1. 3403. .055 .035 2 0 3445.0 7100.0 TYPE= 470.00 .00 .00 456.54 5550. O. 3131. 2.18 .055 .033 900. 1 0 HV HL AROB VOL X~R WTN ICONY CORAR OLOSS BANK ELEV TWA LEFT/RIGHY EL~IN SSTA TOPWID ENI)ST 1 TARGET=- 3045.000 .21 3814. .055 0 .32 .01 455.65 1623. 238. 458.70 .000 437.40 2055.00 .00 996.20 3180.84 i TARGET=- 3655.000 .31 2546. .055 0 .47 .03 457.43 1756. 256. 460.00 .000, 438.23 3449.94 · 00 817.52 4554.88 3470'[]CROACH14]]{~ STATIONS= 3387.0 ELEWCL= 470.00 EL[]CR= 470.00 31230.00 18.37 456.47 .(ND 21300. O. 21077. 223. .91 .00 7.08 1.03 .(N)1273 620. 620. 700. 10-18-93 18:29:06 7100.0 TYPE= 1 TARGET= 3713.000 .00 457.24 O. 2975. .055 .035 2 0 · 77 .56 .14 459.79 215. 1822. 266. 460.80 .055 .000 438.10 3400.32 0 .00 499.38 4471.25 PAGE 35 SEC)lO DEPTa CWSEL CRIWS WSELK Q QLOB QCH QIK)B ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL ~ HI, OLOSS BANK ];LEV AROB VOL TWA LEFT/RIGHT XNR W'I'N ELMIN SSTA lOONY COP, AR TOPWID ENDST *SECNO 32150.000 3265 DIVIDED FLOW 3301 HVCHANGED }{ORE THAN HVINS ~'3470 ENCROAC~E~STATIONS= 3040.0 ~LENC~ 470.00 ~r.~C~= 470.00 32150.00 20.12 457.12 .00 21300. O. 20711. 589. .93 .00 11.50 2.31 · 002206 900. 920. 950. 0 '""" CCHV= .300 CEHV= 1490 [] CARD USED *SECNO 32200.000 3265 DIVIDED FLOW 6180.0 TYPE= .00 459.12 O. 1801. .055 .035 2 0 1 TARGET= 3140.000 2.00 1.51 .37 255. 1878. 275. .055 .000 437.00 0 .00 257.30 460.50 460.00 3403.88 4395.12 3301 HV CHANGED ~ORE THAN HVINS --3370 NORMAL BRIDGE,I{RI)= 9 ~N ELTRD= 463.60 }4AX ]~2~C= 465.40 --3470 HNCROA(H{MENTSTATION~ 3050.0 5734.0 TYPE= ELHNCL= 470.00 ELHNCR= 470.00 32200.00 21.55 456.55 .00 .00 459.87 21300. O. 20039. 1261. O. 1339. .93 .00 14.96 6.97 .055 .015 .001399 50. 50. 50. 2 0 0 --*SECNO 32230.000 3265 DIVIDED I TARGET= "2684.000 3.31 .09 ' .66 181. 1880. 275. .021 .000 435.00 0 .00 154.48 461.50 461.50 3405.31 4399.30 10-18-93 18:29:06 3370 NORHAL BRIDGE,NRD= 9 tIIN ELTED= 3470 ENCROACH]4]H4T STATIONS= 3050.0 ELENCL= 470.00 ELEN ,CR= 470.00 AROB VOL TWA LEFT/RIGHT ~ WTN ~ SSTA ICOET CORAR TOP,H) ENDST 463.60MAX ELLC= 465.40 6180.0 TYPE= 1 TARGET= 3130.000 PAGE 36 32230.00 21.91 456.91 .00 .00 460.00 21300. O. 19963. 1337. O. 1380. .93 .00 14.46 6.83 .055 .015 .001294 50. 50. 50. 2 0 0 CCEV= .100 CEHV= .300 *SECNO 32250.000 3265 DIVIDED FLOW 3.09 .07 .07 461.50 196. 1881. 275. 461.50 · 021 .000 435.00 3404.25 0 .00 158.05 4399.90 3301 HV CHANGED MORE THAN B'v'INS 14900. 46. 12555. 2299. .93 .57 5.91 1.46 .000846 1. 1. 1. 0 1490 }{]{CARD USED *SEC}lO 32305.000 3470 ElqCROACI~4ENT STATIONS= 3040.0 6180.0 TYPE= i TARGET=- 3140.000 ELENCL= 470.00 ELENCR= 470.00 32250.00 22.80 459.80 .00 .00 460.27 .46 .00 .26 460.50 80. 2123. 1573. 1881. 275. 460.00 .055 .045 .055 .000 437.00 3040.00 3 0 0 .00 1123.49 4640.20 3265 DIVIDED FLOW 32305.00 21.92 459.62 .00 14900. O. 11418. 3482. .94 .00 7.98 4.71 .003374 55. 55. 55. 0 1490 lq]{ ~ USED *SECMO 32725.000 1 10-18-93 18:29:06 .00 460.46 O. 1430. .055 .O45 2 0 .84 .08 .11 465.00 739. 1885. 276. 460.00 .055 .000 437.70 2161.13 0 .00 361.71 3356.23 SEC~O DEPT~ ~SEL CRI{4S {4SELK EG Q QLOB QCH QROB ALOB ACH TI~ VLOB V~ VROB XNL XNCH SLOPE XLOBL ~ XLOBR ITRIAL IDC HV ~1. OLOSS BANK ELEV AROB VOL ~WA LEFT/RIGHT XNR W'I'N ELMIN SSTA ICO~IT ~RAR TOPWID BIff)ST 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN B'v'INS 32725.00 22.73 460.93 .00 .00 461.05 .12 .52 .07 463.00 14900. 5156. 6708. 3036. 2227. 1873. 2224. 1929. 286. 461.00 .98 2.31 3.58 1.37 .060 .045 .055 .000 438.20 1568.22 .000602 380. 420. 520. 2 0 0 .00 1484.88 3838.90 PAGE 37 10-18-93 18:29:06 P~G~ 38 HEC2 RELEASE DATED NOV 76 UPDATED liAY 1984 ERROR C ORR- 01,02,03,04,05,06 NODIFICATION - 50,51,52,53,54,55,56 II~I-[~-XTVERSIONAUGUST 1985 ************************************************** THIS R~N EXEC~ED 10-18-93 T1 T3 DEI~ON CREEK - PROPOSED CONDITION (EXISTING R~OFF) DENTON CREEK - 500 YR DISCHARGE PROFILE DENTON CREEK, TEXAS FILE: 920630PR.DAT -- J1 I(~CK IN~ NINV O. 5. O. O. J2 ~ROi IPLOT PRI~S 15.000 .000 -1-.000 .000 1 10-18-93 18:29:06 STRT IIIXRIC ltlrnlS Q WSEL FQ .000452 .00 .0 O. 451.800 .000 lSEC]I FN Au,~ IBii C~ID! II~ACE .000 .000 .000 .000 .000 .000 PAGE 39 WSEIX FII HV ALOB ACH AROB VOL ITRIAL IDC ICONT CORAR ~ I~ ~'TA EEl)ST *PROF 4 CCIIV= .100 CENV= .300 *SECNO 18440.000 3470 ENCROACI~ENT STATIONS= 3750.0 ELENCL= 470.00 ELENCR= 470.00 FDIACRO~SECTION 18440.00 22.28 453.68 .00 36200. 26573. 3452. 6175. .00 2.82 3.11 1.43 .000457 10000. 5880. 4500. --0 CCRV= .100 CEIl= .300 *SECRO 19330.000 3470 ENCROACHMENT STATIONS= 4000.0 ELENCL= 470.00 ELENCR= 470.00 7650.0 TYPE= 1 TARGET= 451.80 453.79 .11 9408. 1112. 4306. .035 .045 .055 0 0 3 8250.0 TYPE= 1 TARGET= 3900.000 .00 .00 449.00 O. O. 451.00 .000 431.40 3750.00 .00 3256.99 7006.99 4250.000 19330.00 22.14 453.84 .00 .00 453.91 36200. 16861. 17624. 1715. 10834. 6655. .09 1.56 2.65 .59 .035 . .035 .000099 650. 650. 650. 2 0 0 1490 [] CARD USED *S~NO 19930.000 3470 ENCROA~ STATIONS: 5208.0 ELHIIC'L= 470.00 ELRNCR= 470.00 19930.00 21.83 453.83 .00 36200. 4069. 29678. 2453. .14 1.54 4.09 .92 .000236 800. 600. 550. CCHV= .100 CEHV= .300 *SECNO 20980.000 3470 ~CROAO{MI~iT STATIONS: 1040.0 RY.R~{(~,= 470.00 ELHNCR: 452.70 20080.00 21.55 453.85 .00 36200. O. 35391. 809. .17 .00 5.84 .65 · 000432 870. 720. 420. 10-18-93 18:29:06 SECNO DEPTH CWSEL CRIWS Q QLOB QCE QRO{3 TIIiE VLOB VCH VROB SLOPE XLOBL XLCH XLOBR 7350.0 TYPE= .07 2911. .055 0 1 TARGET= .00 454.05 .22 2646. 7252. 2660. .045 .033 .055 2 0 0 1~0.0 TYPE= 1 TARGET= .00 454.37 .52 O. 6059. 1238. .055 .035 .055 2 0 0 WSELK EG HV ItL ALOB ACH AI~)B VOL XNL ](llCI{ X]IR W~ ITRIAL IOC ICONT CORAR .12 .00 448.00 263. 47. 453.00 .000 431.70 4000.00 .00 2977.00 6977.00 2142.000 .10 .04 448.50 518. 84. 453.00 .000 432.00 5208.00 .00 1948.22 7156.22 .22 .09 458.10 673. 105. 450.00 .000 432.30 1062.29 .00 1373.60 2435.89 OLOSS ~ ELEV ELMIN SS~A TOPWID ENDST PAGE 40 *SBCN020990.000 3470 ENCROACE4ENT STATIONS: EL~CL= 470.00 EL~CR= 20990.00 21.53 453.83 36200. O. 36041. · 17 .00 5.95 .000448 10. 10. 0 *SHOD 2126O.OOO 3265 DIVIDED FLOW 1040.0 1457.0 TYPE= 452.10 · 00 .00 454.38 159. O. 6057. .83 .055 .035 10. 1 0 1 TARGET= 417.000 .55 190. .055 0 · 00 .01 458.10 674. 10~. 450.00 .000 432.30 1062.31 · 00 476.41 1538.72 3470 ENCROAC[]]~IT STATIONS= ELENCL= 470.00 ELENCR= 21260.00 21.63 454.13 36200. O. 36199. .19 .00 5.20 .000403 380. 380. 1048.0' 1522.0 TYPE= 454.00 .00 .00 454.55 1. O. 6958. .14 .055 .035 390. 2 0 1 TARGET: 474.000 .42 8. .055 0 .16 .01 458.40 732. 110. 454.00 · 000 432.50 1068.26 .00 506.53 1585.48 0 ~ *SBCHO 21635.000 3470 ENCROAC~ENT STATIONS= 21635.00 36200. .21 """ .000618 0 1061.0 470.00 ELENCR= 454.80 20.40 454.10 .00 O. 362{)0. O. .00 6.75 .09 340. 340. 400. *SECNO 21645.000 3470 ENCROA~ STATIONS= 1061.0 _F.Y_.~CL=, 470.00 BLENCR= 455.80 21645.00 20.41 454.11 .00 36200. O. 36200. O. .21 .00 6.74 .09 .000618 10. 10. 10. 10-18-93 18:29:06 1458.0 TYPE= .00 454281 O. 5366. .055 .035 2 0 1 TARGET= 397.000 .71 0. .055 0 .17 .09 458.60 780. 113. 454.00 .000 433.70 1082.73 .00 331.52 1414.25 1528.0 TYPE= 1 TARGiP1~- 467.000 .00 454.81 .71 O. 5368. O. .055 .035 .055 0 0 0 SECI{O DHPI'H CWSEL CRIWS WSELK EG Q QLOB QCH QROB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLO~ XLCH XLOBR ITRIAL IDC .01 .00 458.60 781. 113. 454.00 .000 433.70 1082.71 .00 331.82 1414.53 HV AROB XNR ICONT ltl OLOSS BANK ELEV WTM ELMII SSTA CORAR ~ ENDST PAGE 41 1490 NH CARD USED *SEC{40 22370.000 3470 ~ACHNENT STATIONS= 5094.0 ELENCL= 470.00 ELENCR= 454.50 22370.00 22.20 454.70 .00 36200. O. 36146. 54. .24 .00 6.85 .25 .000769 880. 880. 480. CCHV= .iOO CEHV= 14901GICAP, DUSED *SECNO 23800.000 3470 ENCROACH]flfl{T STATIONS= 5467.0 ELENCl,= 470.00 ELEIICR= 454.00 ,-" 23800.00 22.60 455.90 .00 36200. 26931. 8635. 634. .31 5.23 3.55 .99. .000622 720. 1430. 680. 0 1490 NH CARD USED *SECNO 24400.000 3265 DIVIDED FLOW 5460.0 ~YPE= 1 TARGET= 366.000 .00 455.42 .73 O. 5278. 214. .055 .035 .055 2 0 0 .60 .01 45O.5O 890. 126. 454.50 .000 432.50 5O94.00 .00 1460.71 6554.71 7000.0 TYPE= 1 TARGET= 1533.000 .00 456.26 5152. 2434. .036 .035 3 0 .36 .80 .04 45O.00 638. 1066. 160. 454.00 .055 .000 433.30 5467.00 0 .00 1904.51 7371.51 3470 ENCROACHNENT STATIONS= ELENCL= 470.00 ELENCR= 24400.00 24.77 456.27 36200. O. 36200. .35 .00 3.11 .000240 130. 550. 0 CCHV= .100 CEHV= .300 1490 [] CARD USED *SK~iO 24700.000 3470 I~KIROACHIIENT STATIONS= HLHNL~= 470.00 gI.RNCR= 1 10-18-93 18:29:06 SECHO DEPTH CWSEL Q QLOB QCH TINE V~Z)B VCH SLOPE XI~B~ XI~ 24700.00 22.34 456.24 36200. 27160. 9040. .37 5.19 5.36 .~19 610. 350. 0 CCHV= .100 CEHV= .300 *SECH025530.O00 3301 H~CHANGEDMORB THAN HVINS 5260.0 6940.0 TYPE= 470.00 .00 .00 456.42 O. O. 11634. .00 .036 .027 230. 2 0 4187.0 5200.0 TYPE= 470.00 CPI'NS WSELK EG (}ROB ALOB ACH VNOB XNL XNCH XLOBR ITRIAL I~ .00 .00 456.67 O. 5233. 1686. .00 .037 .035 80. 2 0 1 TARGET=- 1680.000 .15 O. .055 0 .14 .02 459.20 1164. 175. 470.00 .000 431.50 5268.48 .00 1623.60 6940.00 1 TARGET=- 1013.000 AR~)B VOL TWA LEFT/RIGHT XNR ~ EU24IN SSTA ICONT CORAR TOPWID Biff]bT .43 .16 .08 451.00 O. 1254. 188. 470.00 .055 .000 433.90 4187.00 0 .00 1013.00 5200.00 PAGE 42 3470 ~CHOACHI4EN~ STATION~ 2494.0 ~LBNC%= 470.00 RL~CR= 470.00 25530.00 21.72 456.12 .00 36200. . 1. 36199. O. .39 .66 9.96 .00 .001588 700. 700. 560. 0 *SECNO 25770.000 3301 ]{V CH2LNGED }lORE ~ HVI}IS 3470 ENC'ROACH]4ENT STATIONS= 2494.0 ELENCL= 470.00 ELENCR= 470.00 25770.00 22.43 457.03 .00 36200. 1. 36199. O. .40 .63 7.86 .00 .0{){)865 240. 240. 240. 0 1490[]CA,J) USED 2742.7 TYPE= .00 457.66 1. 3635. .055 .035 2 0 2780.0 TYPE= .00 457.99 2. 4605. .055 .035 2 0 1 TARGa= 248.670 1.54 O. .065 0 .66 .33 455.33 1339. 198. 470.00 .000 434.40 2494.00 .00 248.67 2742.67 i TARGET=- 286.000 .96 .27 .06 455.33 O. 1362. 200. 470.00 .065 .000 434.60 2494.00 0 .00 286.00 2780.00 *$ECNO 26830.000 3301 HV CHANGED }lOPE TILUi HVTN$ 3470 ENCROA~STATIONS: 2619.6 5200.0 TYPE= ELENCL= 470.00 ELENCR= 470.00 26830.00 22.04 458.34 .00 .00 458.43 36200. O. 13687. 22513. O. 4774. .52 .00 2.87 2.03 .055 .032 .000180 1030. 1050. 960. 2 0 10-18-93 18:29:06 1 TARGET:- .09 .35 11107. 1597. .055 .000 0 .00 2580.420 .09 457.3S 221. 452.00 436.30 2619.58 1518.25 4137.83 SEC{lO DEPTH CWSEL CRIW$ ~4SELIC EG HV ]{L OLOSS BANK ELEV Q 'QLOB QCH QROB AI~B ACH AROB VOL ~WA LEFT/RIGHT TIRE VLOB VCH VROB X]~ XNCH X~ t~ I~ SSTA SLOPE XLOBL XLCH XIZ)BR I~I~J~ IDC ICONT COP, AR PAGE 43 1490 [] CAP, I) USED *SEC]lO 28080.000 -- 3470 ENC]{OAC]{)IENT STATIONS: 2417.0 5100.0 TYPE= ELENCIm 470.00 ]7.,ENCR= 470.00 28080.00 23.26 458.46 .00 .00 458.82 36200. O. 25629. 10571. O. 4605. .58 .00 5.57 2.20 .055 .031 .000766 850. 900. 1000. 2 0 1490[]C,LEDUSED *SECNO 28870.000 3265 DIVIDED FLOW 1 TARGET=- 2683.020 .36 4813. .055 0 .31 .08 455.94 1877. 256. 458.40 .000 435.20 2416.98 · 00~ 1684.83 4101.81 3470 ENCROACHMENT STATIONS: 2319.0 5400.0 TYPE= ELENCL= 470.00 ELENCR= 470.00 2~B870.00 22.76 459.06 .00 .00 459.18 36200. O. 16984. 19216. O. 4839. .66 .00 3.51 1.64 .055 .036 .000301 610. 610. 900. 2 0 0 _C C H V= .IOOCHHV= 1490[]CARD USED *SEC{tO 29610.000 -- 3265 DIVIDED FLOW 1 TARGET= 3081.000 .11 .33 .03 457.00 11750. 2114. 296. 459.30 .055 .000 436.30 2319.00 0 .00 2455.24 4872.98 -- 3470 ]]L"ROACH)IHNT STATIONS: 2055.0 5100.0 TYPE: ELENC%= 470.00 EI,EtICR: 470.00 29610.00 21.82 459.22 .00 .~ 459.47 1 TARGET= 3045.000 .24 .25 .04 455.65 36200. .71 .93 .000417 650. 0 1490NHCARDUSED *SFA'~O 30570.000 i 10-18-93 18:29:06 19. 21446. 14735. 4.76 2.37 650. 800. 21. 4506. 6228. .055 .033 .055 2 0 0 TIME VLOB VCH Vi{OB X]IL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL 3265 DIVXDED FLOW 3470ENCROACH]4E~T STATIOIIS= 3445.0 ELENCL= 470.00 ELENCR= 470.00 30570.00 21.39 459.62 .00 36200. O. 24130. 12070. .77 .21 5.40 2.70 .000636 900. 900. 900. *SE(NO 31230.000 3265 DIVIDED FLOW 2349. 327. 458.70 .000 437.40 2055.00 .00 1108.31 3204.57 HI, OLOSS 'BANK ELEV VOL TWA LEFT/RIGHT WTN 1~ SSTA COl{AR TOPWID ENLIST 7100.0 TYPE= 1 TARGET= 3655.000 .00 459.96 .34 O. 4468. 4475. .055 .029 .055 2 0 0 .46 .03 457.43 2552. 353. 460.00 .000 438.23 3445.00 .00 1437.08 5905.31 PAGE 44 3301 ]{V C]L~J~GE]) ROPE ~ HVlNS 3470 EN(2ROACI{]4EN'~ STATIC)}{S= 3387.0 ELENCL= 470.00 EL[]CR= 470.00 31230.00 . 21.77 459.87 .00 362{){). O. 31725. .4475.' .79 .01 7.84 2.30 .0{)1601 620. 620. 700. 0 *SEOIO 32150.000 3265 DIVIDED FLOW 3301 HV CHANGED MOPE TRAI{ HVINS 3470 []~C)ACH)IE]IT STATIONS= 3040.0 EL~¢'L= 470.00 ELEN~= 470.00 32150.00 23.75 460.75 459.96 36200. 397. 29076. 6727. .81 1.58 12.97 2.72 7100.0 TYPE= 1 T~GET= 3713.000 .00 460.72 .85 O. 4047. 1945. .055 .035 .055 2 0 0 .61 .15 459.79 2665. 376. 460.80 .000 438.10 3387.00 .00 1425.79 4918.03 6180.0 TYPE= 1 TARGET= 3140.000 .00 462.87 2.12 252. 2241. 2474. .055 .035 .055 1.77 .38 460.50 2782. 406. 460.00 .000 437.00 3040.00 .002324 900. 920. 950. 4 8 0 .00 1417.66 4703.28 10-18-93 18:29:06 SF, CHO DEPTH CWSEL CRIWS iqSELK EG Ed HI, OLOSS BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL ~ TWA LEFt/RIGHT TIMB VLOB VCH VROB Xl{L X~CH XNR ~ ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPk'ID ENI)ST CC[V= .300 CHEd= 1490 NH CARD USED *SEC}lO 32200.000 3265 DI'VI'DEDFLON PAGE 45 3301 Ed CHANGED MORE THA~ EdlN$ 3370 NORMAL BI{IDGE,N]U3= 9 MIN ELT]U)= 7185 MINII{UM SPECIFIC ENERGY 3720CRITICALDEP'I'HASSUMED 463.60l{AX ELLC= 465.40 3470 HNCROACHI{]gIT STATIONS= 3050.0 5734.0 TYPE= ELENCL= 470.00 ELENCR= 470.00 32200.00 24.20 459.20 459.20 .00 465.03 36200. O. 33197. 3003. O. 1660. · 82 .00 20.00 9.90 .055 .015 .002304 50. 50. 50. 4 13 0 · SECNO 32230.000 3265 DIVIDED FLOW 3301 Ed CHANGED MOW THAI{ EdlNS 1 TARGET= 2684.000 5.82 .12 1.85 461.50 303. 2786.' 407. 461.50 .021 .000 435.00 3397.40 0 .00 180.94 4403.75 3370 NORMAL BRIDGE,NRI)= 9 Mil{ ELTRD= 3685 20 TRIALS ATTH~PTH]) WSEL,C4SEL 3470 BIICROACHMENT STATIONS= 3050.0 ~]]i~= 470.00 ~]~CH= 470.00 32230.00 27.74 462.74 459.20 36200. 290. 32125. 3784. · 82 .99 14.94 7.09 .001096 50. 50. 50. 463.60 }{AX ELLC=- 465.40 6180.0 TYPB: .00 465.90 294. 2150. .055 .015 21 13 1 TARGET= 3.16 .08 534. 2789. .022 .000 0 .00 3130.000 .80 461.50 408. 461.50 435.00 3050.00 485.34 4409.72 10-18-93 18:29:06 PAGE 46 Q Q~B ~ Q~B ALOB A~ S~PE X~BL XI~iI X~BR ~ I~ CCEV= .100 CEHV= .300 *SEOtO 32250.000 33~ ~CIlANGND ~RSTHAN~S 3470 ENCROACItNENT STATIONS= 3040.0 6180.0 TITE-- ELENCL= 470.00 ELENCR= 470.00 32250.00 29.09 466.09 .00 .00 466.21 36200. 3136. 12161. 20903. 2128. 2909. .82 1.47 4.18 1.55 .055 .045 .000282 1. 1. 1. 4 0 i TARGET= 3140.000 .12 .00 .30 460.50 13456. 2789. 408. 460.00 .055 .000 437.00 3040.00 0 .00 2892.42 5932.42 0 1490NHCARDUSND *SECIIO 32305.000 32305.00 28.42 466.12 .00 .00 466.23 .11 .02 .00 465.00 36200. 6019. 10304. 19877. 4454. 2659. 9461. 2811. 412. 460.00 .82 1.35 3.87 2.10 .055 .045 .054 .000 437.70 124.05 .000506 55. 55. 55. 0 0 0 .00 3852.72 3976.77 0 1490 ]4]{CA~J) US]H) *S}~3NO 32725.000 32725.00 28.13 466.33 .00 .00 466.39 .06 .15 ~ .01 463.00 36200. 11145. 8698. 16357. 7426. 2993. 11010. 3012. 451. 461.{)0 .89 1.50 2.91 1.49 .058 .045 .055 .000 438.20 .00 .000235 380. 420. 520. 2 0 0 .00 3908.59 3908.59 10-18-93 18:29:06 PAGE 47 ************************************************** IlEC2 RELEASE DATED ~V 76 ~PDATND ~AY 1984 ERROR C ORR- 01,02,03,04,05,06 ~DIFICtTION - 50,51,52,53,54,55,56 Ii~-PC-XTVERSIONAUGUST 1985 ************************************************ TII~S RUN EXIt'S]TED 10-18-93 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUNBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST DENTON CREEl[ - TEXAS S~Y ?RI~TO~T SECI~O C~$EL Q XLCH 18440.000 449.70 12800.00 .00 18440.000 450.50 18200.00 .00 18440.000 452.11 20600.00 .00 18440.000 453.68 36200.00 .00 19330.000 450.06 12800.00 650.00 19330.000 450.81 18200.00 650.00 19330.000 452.23 20600.00 650.00 19330.000 453.84 36200.00 650.00 19930.000 450.07 12800.00 600.00 19930.000 450.83 18200.00 600.00 19930.000 452.24 20600.00 600.00 ~, i9930.000 453.83 36200.00 600.00 20980.000 450.13 12800.00 720.00 20980.000 450.91 18200.00 720.00 20980.000 452.28 20600.00 720.00 20980.000 453.85 36200.00 720.00 20990.000 450.13 12800.00 10.00 20990.000 450.91 18200.00 10.00 20990.000 452.28 20600.00 10.00 20990.000 453.83 36200.00 10.00 21260.000 450.20 12800.00 380.00 21260.000 451.03 18200.00 380.00 21260.000 452.40 20600.00 380.00 21260.000 454.13 36200.00 380.00 -- 21635.000 450.20 12800.00 340.00 21635.000 451.03 18200.00 340.00 21635.000 452.40 20600.00 340.00 ,_ 21635.000 454.10 36200.00 340.00 10-18-93 18:29:06 VCH TOPg~D STCHL STC~ ELMIN SSTA ENDST 5.71 1975,68 5480.00 5585.00 431.40 3750.00 6519.25 4.96 2649.88 5480.00 5585.00 431.40 3750.00 6520.50 2.78 ~ 5480.00 5585.00 431.40 3750.00 6553.63 3.11325--~-~J~J~ 5480.00 5585.00 431.40 3750.00 7006.99 1.77 2418.17 5551.80 5965.00 431.70 4000.00 6893.30 2.19 2531.33 5551.80 5965.00 431.70 4000.00 6912.30 1.93 ~ 5551.80 5965.00 431.70 4000.00 6946.46 2.65 2977.00 5551.80 5965.00 431.70 4000.00 6977,00 2.28 1260.51 5704.00 6190.00 432.00 5208.00 6928.29 2.96 X421,69 5704.00 6190.00 432.00 5208.00 701/.72 2.82 1677.00 5704.00 6190.00 432.00 5208.00 7084.34 4.09 1948.22 5704.00 6190.00 432.00 5208.00 7156.22 2.68 336.12 1040.00 1413.00 432.30 1077.78 1413.89 3.60 344.90 1040.00 1413.00 432.30 1074.50 1419.40 3.73 421.72 1040.00 1413.00 432.30 1068.83 -1490.55 5.84 1373.60 1040.00 1413.00 432.30 1062.29 2435.89 2.68 336.14 1040.00 1413.00 432.30 1077.77 1413.91 3.61 344.86 1040.00 1413.00 432.30 1074.52 1419.37 3.73 419.89 1040.00 1413.00 432.30 1068.82 1488.71 5.95 476.41 1040.00 1413.00 432.30 1062.31 1538.72 2.41 394.49 1048.00' 1522.00 432.50 1082.77 1518.74 3.23 404.78 1048.00 1522,00 432.50 1079.70 1519.45 3.32 421.74 1048.00 1522.00 432.50 1074.64 1520.63 5.20 506.53 1048.00 1522.00 432.50 1068.26 1585.48 3.09 301.94 1061.00 1408.00 433.70 1098.46 1400.40 4.14' 306.95 1061.00 1408.00 433.70 1095.11 1402.06 4.27 315.19 1061.00 1408.00 433.70 1089.60 1404.79 6.75 331.52 1061.00 1408.(~) 433.70 1082.73 1414.~ PAGE 48 SECNO CWSEL 0 XLCH 21645.000 450.20 12800.00 10.00 21645.000 451.03 18200.00 10.00 21645.000 452.40 20600.00 10.00 21645.000 454.11 36200.00 iO.O0 22370.000 450.35 12800.00 880.00 22370.000 451.28 18200.00 880.00 22370.000 452.64 20600.00 880.00 22370.000 454.70 36200.00 880.00 VC]{ TO. ID STC]{L STC]{R E~IN ~?A ENDS? 3.09 301.94 1061.00 1408.00 433.70 1098.46 14{)0.40 4.14 306.96 1061.00 1408.00 433.70 1095.10 1402.06 4.27 315.20 1061.00 1408.0{) 433.70 1089.59 1404.80 6.74 331.82 1061.00 1408.00 433.70 1082.71 1414.53 3.30 301.61 5094.00 5460.00 432.50 5094.61 5396.22 4.38 305.70 5094.00 5460.00 432.50 5094.00 5399.70 4.50 310.77 5094.00 5460.00 432.50 5094.00 5404.77 6.85 1460.71 5094.00 5460.00 432.50 5094.00 6554.71 23800.000 23800.000 23800.000 23800.000 24400.000 24400.000 24400.000 24400.000 24700.000 24700.000 24700.000 24700.000 25530.000 25530.000 25530.000 25530.000 25770.000 25770.000 25770.000 25770.000 26830.000 26830.000 26830.000 26830.000 28080.000 28080.000 28080.000 28080.000 28870.000 28870.000 28870.000 28870.000 10-18-93 450.59 12800.00 1430.00 451.67 18200.00 1430.00 453.03 20600.00 1430.00 455.90 36200.00 1430.00 450.88 12800.00 550.00 452.15 18200.00 550.00 453.47 20600.00 550.00 456.27 36200.00 550.00 450.84 12800.00 350.00 452.10 18200.00 350.00 453.43 20600.00 350.00 456.24 36200.00 350.00 451.02 12800.00 700.00 452.32 18200.00 700.00 453.57 20600.00 700.00 456.12 36200.00 700.00 2.62 363.16 6610.00 7000.00 2.81 475.00 6610.00 7000.00 2.53 670.10 6610.00 7000.00 3.55 1904,51 6610,00 7000.00 2.10 619.05 5260.00 6940.00 2.62 720.39 5260.00 6940.00 2.57 947.16 5260.00 6940.00 3.11 1623.60 5260.00 6940.00 2.88 345.59 5060.00 5200.00 3.75 460.66 5060.00 5200.00 3.87 522.85 5060.00 5200.00 5.36 1013.00 5060.00 5200.00 5.25 216.78 2495.20 2742.67 6.68 226.59 2495.20 2742.67 6.84 236.04 2495.20 2742.67 9.96 248.67 2495.20 2742.67 451.30 128OO.00 240.00 4.21 452.76 18200.00 240.00 5.32 454.01 20600.00 240.{){) 5.49 457.03 36200.00 240.00 7.86 451.78 13300.00 1050.00 453.47 18900.00 1050.00 454.73 21300.00 1050.00 458.34 36200.00 1050.0{) 451.77 13300.00 900.00 453.43 18900.00 900.00 454.72 21300.00 900.00 458.46 36200.00 900.00 452.39 13300.00 610.00 454.36 18900.00 610.00 455.53 21300.00 610.00 459.06 36200.00 610.00 18:29:06 253.25 2495.20 2780.00 263.90 2495.20 2780.00 273.02 2495.20 2780.00 286.00 2495.20 2780.00 2.36 937.91 2619.58 31OO.O0 2.63 1149.39 2619.58 3100.00 2.51 1221.33 2619.58' 3100.00 2.87 1518.25 2619.58 31OO.O0 5.54 241.69 2416.98 2941.00 6.46 778.40 2416.98 2941.00 6.06 956.18 2416.98 2941.00 5.57 1684.83 2416.98 2941.00 5.22 1636.39 2319.00 2810.00 4.78 1831.90 2319,00 2810.00 4.13 2035.29 2319.00 2810.00 3.51 2455.24 2319.{30 2810.00 433.30 5471.37 6744.13 433.30 5467.00 6825.54 433.30 5467.00 6927.35 433.30 5467.00 7371.51 431.50 5313.34 6810.14 431.5{) 5294.95 6824.52 431.50 5276.60 6864.14 431.50 5268.48 6940.0{) 433.90 4196.80 5190.33 433.90 4191.74 5192.70 433.90 4187.00 5195.18 433.90 4187.00 5200.00 434.40 2512.43 2729.21 434.40 2507.24 2733.83 434.40 2502.24 2738.29 434.40 2494.00 2742.67 434.60 2511.39 2764.64 434.60 2505.52 -2769.42 434.60 2500.49 2773.51 434.60 2494.00 2780.00 436.30 2641.85 3973.81 436.30 2635.08 3983.61 436.30 2630.05 3990.91 436.30 2619.58 4137.83 435.20 2433.64 2929.24 435.20 2427.01 3944.78 435.20 2421.86 3984.99 435.20 2416.98 4101.81 436.30 2337.46 4631.52 436.30 2329.52 4711.50 436.30 2324.88 4810.14 436.30 2319.0{) 4872.98 PAGE 49 SECNO CWSEL Q XI/IR 29610.000 29610.000 29610.000 29610.000 30570.000 30570.000 30570.000 453.04 13300.00 650.00 454.82 18900.00 650.00 455.83 21300.00 6~0.00 459.22 36200.00 650.00 453.49 13300.00 900.00 455.27 18900.00 900.00 456.23 21300.00 900.00 VCH ~ID STO{L STCH]{ EU4~ S,STA EN])ST 4.14 909.98 2060.73 2470.00 4.38 961.76 2060.73 2470.00 4.25 996.20 20{~0.73 2470.00 4.76 1108.31 2~0.73 2470.00 4.86 683.70 3445.18 4020.00 5.17 769.78 3445.18 4020.00 5.03 817.52 3445.18 4020.00 437.40 2071.18 3161.26 437.40 2064.05 3173.74 437.40 2055.00 3180.84 437.40 2055.00 3204.57 438.23 3460.93 4521.92 438.23 3453.82 4543.25 438.23 3449.94 4554.88 30570.000 459.62 36200.00 900.00 5.40 1437.08 3445.18 4020.00 438.23 3445.00 5905.31 31230.000 453.87 13300.00 620.00 5.75 239.15 3387.03 31230.000 455.57 18900.00 620.00 6.90 404.44 3387.03 31230.000 456.47 21300.00 620.00 7.08 499.38 3387.03 31230.000 459.87 36200.00 620.00 7.84 1425.79 3387.03 3837.00 3837.00 3837.00 3837.00 438.10 438.10 438.10 438.10 3410.70 3403.91 3400.32 3387.00 3698.48 4411.38 4471.25 4918.03 32150.000 454.47 13300.00 920.00 8.81 144.42 3400.00 3525.00 437.00 3406.93 4384.85 32150.000 456.25 18900.00 920.00 10.93 233.06 3400.00 3525.00 437.00 3404.88 4393.74 32150.000 457.12 21300.00 920.00 11.50 257.30 3400.00 3525.00 437.00 3403.88 4398.12 32150.000 460.75. 36200.00 920.00 12.97 1417.66 3400.00 3525.00 437.00 3040.00 4703.28 435.00 435.00 435.00 435.00 3539.50 3539.50 3539.50 3539.50 3412.87 3407.90 3405.31 3397.40 32200.000 454.04 13300.00 50.00 12.00 129.01 3390.50 32200.000 455.69 18900.00 50.00 14.43 145.86 3390.50 32200.000 456.55 21300.00 50.00 14.96 154.48 3390.50 32200.000 459.20 36200.00 50.00 20.00 180.94 3390.50 4393.81 4397.85 4399.30 4403.75 32230.000 454.15 13300.00 50.00 11.87 130.13 3390.50 3539.50 435.00 3412.54 4394.02 32230.000 455.99 18900.00 50.00 14.02 148.83 3390.50 3539.50 435.00 3407.01 4398.35 32230.000 456.91 21300.00 50.00 14.46 158.05 3390.50 3539.50 435.00 3404.25 4399.90 32230.000 462.74 36200.00 50.00 14.94 485.34 3390.50 3539.50 435.00 3050.00 4409.72 3525.00 3525.00 3525.00 3525.00 32250.000 455.98 9400.00 1.00 5.53 156.03 3400.00 32250.000 458.61 13200.00 1.00 6.16 683.14 3400.00 32250.000 459.80 14900.00 1.00 5.91 1123.49 3400.00 32250.000 466.09 36200.00 1.00 4.18 2892.42 3400.00 32305.000 455.38 9400.00 55.00 10.07 185.59 2110.00 32305.000 458.39 13200.00 55.00 8.61 300.59 2110.00' 32305.000 459.62 14900.00 55.00 7.98 361.71 2110.00 32305.000 466.12 36200.00 55.00 3.87 3852.72 2110.00' 437.00 437.00 437.00 437.00 437.70 437.70 437.70 437.70 438.20 438.20 438.20 438.20 32725.000 457.61 9400.00 420.00 4.69 630.82 1940.00 32725.000 459.92 13200.00 420.00 4.13 1362.31 1940.00 32725.00{) 460.93 14900.00 420.00 3.58 1484.88 1940.00 32725.0{)0 466.33 36200.00 420.00 2.91 3908.59 1940.00 1 ,-- 10-18-93 18:29:06 3405.19 3402.17 3040.00 3040.00 2173.85 2164.83 2161.13 124.05 1578.16 1571.23 1568.22 .00 2325.00 2325.00 2325.00 2325.00 2150.00 2150.00 2150.00 2150.00 -~392.40 4560.60 4640.20 5932.42 3331.02 3346.80 3356.23 3976.77 3698.91 3816.09 3838.90 3908.59 PAGE SUIO{ARY OF EPJ~)RS Alii) SP~I~ CA~ION CAUTION 1 "10-18-93 SE(NO= 32200.000 PROFILB-' 4 CRITICAL DEl~fl{ ASSUMBI) SECNO= 32200.000 PROFILH- 4. NINIliUM SP~IFIC ENERGY SECNO= 32230.000 PROFILE-- 4 20 ~IALS A~EMP'fEI) ~ ~cg WSEL 18:29:24 PAGE