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Park, Peter-SY 960730 (2) FLOODPLAIN HYDRAULICS STUDY ELM FORK TRINITY RIVER FOR CONDITIONAL LETTER OF MAP REVISION REQUEST 18,9 ACRE SANDY LAKE ROAD PROPERTY .CITY .OF 'COPPELL, TEXAS ,~ ['!ARK D. ~-~k._~...._.~ NDM NATHAN D. MAIER (214) 739-4741 CONSULTING ENGINEERS, INC. July 30, 1996 Mr. Ken Griffin, P.E. City Engineer, City of Coppell 255 Parkway Boulevard Coppell, Texas 75019 Subject: FlOodplain Hydraulics Study Conditional Letter of Map Revision Request 18.9 acre Sandy Lake Road Property Dear Mr. Griffin: We are hereby initiating a request for a Conditional Letter of Map Revision (CLOMR) for an 18.9 acre tract of land located adjacent to Sandy Lake Road. This study report addresses the floodplain hydraulic analyses performed in accordance with the regulations of the National Flood Insurance Program (NFIP) as administered by the Federal Emergency Management Agency (FEMA). The text explains the procedures followed and the results of the evaluations, supported by ten appendices of technical data. This is intended as a complete package for review by the City of Coppell (City) and the FEMA. The required FEMA Application/Certification Forms are provided in Appendix C. City approval of this CLOMR request should be indicated by execution of the signature block at the end of the Reoision Requestor and Community Official Form (Form 1). If you have any questions or need any additional information, please let us know. Thank you for your assistance. Sincerely, NATHAN D. MAIER CONSULTING ENGINEERS, INC. Mark D. Walter, P.E. Three NorthPark / 8800 N. Central Expwy. / Suite 300 / Dallas, Texas 75231 / (214) 739-4741 TABLE OF CONTENTS INTRODUCTION .................................................................................................................. 1 METHODOLOGY ................................................................................................................. 2 RESULTS .............................................................................................................................. 4 CONCLUSIONS ................................................................................................................... 5 APPENDICES A ....................................................................................................................... Location Map B .................................................................................................. Flood Insurance Rate Maps C ................................................................................. FEMA Application/Certification Forms D .............................................................. Duplicate Effective FIS Multi-Profile HEC-2 Model E ........................................................................................ Existing Conditions HEC-2 Model F ...................................................................................... Proposed Conditions HEC-2 Model G ..................................................................................................... Floodway HEC-2 Models H ...................................................................................................................... Cross Sections I ............................................................................................................ Floodplain Work Map j ......................................................................................................................... Grading Plan INTRODUCTION The subject properW is located northeast of the intersection of Sandy Lake Road and Riverchase Drive on the north side of Sandy Lake Road. The 18.9 acre tract is located about 1000 feet west of the Sandy Lake Road bridge crossing the Elm Fork Trinity River. A Location Map illustrating the site vicinity is provided in Appendix A. The project site, hereinafter referred to as the Sandy Lake Road Property, is within the common floodplain of Denton Creek and the Elm Fork Trinity River. About 11.7 acres of the site is within Special Flood Hazard Area Zone AE according to the currently effective Flood Insurance Rate Map (FIRM). The remainder of the property is within a shaded Zone X. A portion of the applicable FIRM showing the project area is provided in the first part of Appendix B. The northeast part and the extreme northern part of the property are within the Elm Fork floodway. The property is bounded on the north and northeast by the channel of Denton Creek. However, this segment of the stream and for a distance of approximately 19,000 feet upstream from the confluence with the Elm Fork, is within the backwater or is controlled by flooding of the Elm Fork Trinity River. This is illustrated by the Denton Creek flood profiles contained in the Flood Insurance Study (FIS) report. The initial section in the effective FIS hydraulic model for Denton Creek is located some 20,000 feet upstream from the confluence with the Elm Fork, as verified with the FEMA Project Library. Consequently, floodplain characteristics in the area of the Sandy Lake Road Property are dependent upon the Elm Fork and not Denton Creek. Thus, all evaluations conducted in this study deal with the floodplain hydraulics of the Elm Fork Trinity River. The Sandy Lake Road Property is currently zoned for retail and office usage. The ultimate goal is to develop the property as single family residential. The City Planning Department has indicated a receptiveness to a zoning change for the property to facilitate the desired use. However, the immediate concern if for reclamation of the property only, with the zoning change and development to be accomplished at a later date. The sul~ject property is within the jurisdiction of the Corridor Development Certificate (CDC) program. This regulatory program is administered by the North Central Texas Council of Governments, the U.S. Army Corps of Engineers (COE) Fort Worth District and other participating agencies, including the City. Application is being made for a CDC for the proposed project activities. However, the regulations of the CDC program and the associated analyses required are attended to in a separate study report. The scope of the current study is limited to addressing the regulations of the NFIP as necessary to obtain a CLOMR for the proposed floodplain modifications. The required FEMA Application/ Certification Forms are provided in Appendix C. METHODOLOGY The floodplain hydraulics are analyzed in this study using computer modeling techniques. The computer program H£C-2 Water Surface Profiles developed by the Hydrologic Engineering Center of the COE is used for this purpose (Version 4.6.2: May 1991). The effective FIS multi-profile and floodway models for the Elm Fork were obtained. These HEC-2 models are duplicated as the initial step in this study. The duplicate multi-profile model is provided in Appendix D and the duplicate floodway model in the first part of Appendix G. As shown in the multi-profile model, the peak flow rates for the project segment of the Elm Fork are 24,300 cubic feet per second (¢fs) for the 10-year flood, 37,100 cfs for the 50-year, 44,350 cfs for the 100-year and 60,400 cfs for the 500-year flood event. These same discharges are used for all evaluations performed in this study. The duplicate FIS HEC-2 model is modified first to reflect the existing project site conditions. The distance from the main channel to the property located in the right (facing downstream) overbank is determined by scaling from aerial topographic mapping. The ground points within the segment of the cross section representing the project site are replaced with data based on field surveys performed by Nathan D. Maier Consulting Engineers, Inc. (NDMCE) in March 1996. The cross section in the duplicate FIS model located at stream station 938+ l0 traverses the Sandy Lake Road Property and is modified as described to represent existing conditions. The next section in the model is located 3760 feet upstream. These modifications result in the existing conditions HEC-2 multi-profile model. The input and output listings for this model are provided in Appendix E. Modifications proposed for the Sandy Lake Road Property consist of earthwork operations only. Fill is to be placed in the western portion of the property to reclaim the area for the ultimate site development. The fill will be placed and compacted to densities acceptable under the FEMA regulations. The fill will extend upward from the bank of Denton Creek along the north side of the property on a 4:1 (H:V) slope to a minimum elevation of 447. On the south side of the property adjacent to Sandy Lake Road, the roadway is to be improved in the near future and additional right of way expansion into the property is planned. The location of the proposed right of way is determined from construction plans obtained from the Dallas County Department of Public Works (County Project No. 91-830, by Sverdrup Corp.; March 1996). The horizontal location of the right of way is matched by the proposed fill to be placed for this project. The top of fill elevation is also adjusted to match the grades proposed as per the roadway construction plans. The east and northeast areas of the site are to be excavated. Excavation will be from the property line on a 4:1 slope, then outward to Denton Creek on a 1.0% slope. The bank of Denton Creek is to be cut to an elevation of 432. This elevation is based on being one foot above the crest elevation of Carrollton Dam as determined from the Elm Fork flood profiles contained in the FIS report. This structure is located a short distance downstream of Sandy Lake Road on the Elm Fork and controls the normal water surface for this section of the Elm 2 Fork and for Denton Creek. With the one foot provided to the low cut elevation, the property will not be encroached into by normal or low flow conditions for Denton Creek. Two small ponds are located in the northeast portion of the Sandy Lake Road Property. These ponds are to be left in their existing condition, with excavation to be terminated along the perimeters of the ponds at one foot above the normal pool elevation. The ponds will be protected from sedimentation during construction by placement of silt fences. All disturbed areas will be restored following construction by re-establishment of native grasses. The proposed site grading is shown on the Grading Plan in Appendix J. The section in the existing conditions HEC-2 model is modified to represent the proposed grading as described above. The resulting proposed conditions HEC-2 multi-profile model is provided in Appendix F. The cross section located at stream station 938+10 is plotted with existing and proposed configurations superimposed and is contained in Appendix H. The plan view locations of the sections are shown on the Floodplain Work Map which can be found in Appendix I. Floodway models are also derived for existing and proposed floodplain conditions. The floodway limits for the cross section at stream station 938+I0 are based on encroachment Method 1, as taken directly from the duplicate floodway model. The entire site is located in the floodway fringe area as defined at this cross section location. The existing and proposed conditions floodway models are provided in the middle and latter portions of Appendix G, respectively. 3 RESULTS The impacts of the proposed modifications to the Sandy Lake Road Property upon the Elm Fork floodplains are analyzed in this study. The ]00-year water surface elevations vary from 445.21 at the downstream end of the site to 445.29 at the upstream end. Elevations for the 500-year floodplain range from 446.90 to 446.96. These elevations are essentially the same for both the existing and proposed conditions as defined in this study. Greater detail is provided by the Water Surface Elevation Check Table contained within the FEMA Forms of Appendix C. The floodplain delineations are shown on the Floodplain Work Map provided in Appendix I. Based on the existing floodplain conditions defined in this study, 3.7 acres of the site are above the 100-year floodplain, while the entire existing site is inundated by the 500-year flood event. With the proposed grading implemented, 11.4 acres of the Sandy Lake Road Property are removed from the 100-year floodplain and 11.0 acres are above the 500-year floodplain elevation. The changes to the FIRM that result from the proposed project are shown in the latter part of Appendix B. The entire project site is outside of the regulatory floodway based on the floodway limits at stream station 938+10 in the duplicate FIS floodway model. However, based on the plan view projection of the floodway limits from the FIRM, the northeast and northern parts of the property are located within the floodway, as shown on the Floodplain Work Map in Appendix I. The next section in the effective FIS floodway model is located over 3700 feet upstream from the section at 938+10; far beyond the project site limits. Also, the majority of the site that is within the projected floodway limits is to be excavated, which will increase the conveyance available within the floodway. 4 CONCLUSIONS The study methodology and results have been presented in the previous sections of this report. The study is further supported by ten appendices of technical data. The proposed modifications to the 18.9 acre Sandy Lake Road Property are illustrated to have negligible impacts on the 100-year floodplain and floodway of the Elm Fork Trinity River. The project activities are shown to comply with the regulations and criteria of the NFIP. Thus, approval of this study by the City and the FEMA is urged and issuance of a CLOMR is requested. Upon completion of construction, as-built verification will be performed and request will be made for a final Letter of Map Revision. 5 APPENDIX A LOCATION MAP oJect Site :o~ ~g~D CITY LIMIT _ ~ELT LINE , S CITY LIMIT CITY LIMIT ~0~~~10~ APPENDIX B FLOOD INSURANCE RATE MAPS APPROXIMATE SCALE 1000 0 1000 FEET NATIONAL FLOOD INSURANCE PROGRAM~ FIRM FLOOD INSURANCE RATE MAP find STREET INDEX .- .-'.~ CITY OF COPPELL, TEXAS ~DALLAS AND DENTON COUNTIES ONI. Yi PANEL PRINTED COMMUNITY-PANEL NUMBER .. 480170 0010 E  MAP REVISED: APRIL 15, 1994 Federal Emergency Management Agency ~. OURRENT FIRM ¢ ZONE X ZONE X ~ ,,2 zoN~"AE .... ZONE' E 510.71 ~ REVISED FIRM ..'".. ZONE /'- ,'.ZONE ' ~ROI[CI ARIA - ~ ' ZONE X '~ ~ X (UNSHADED) ,y"~NE AE ~EES-E ' / ZONE X APPENDIX C FEMA APPLICATION / CERTIFICATION FORMS FEDERAL EMERGENCY MANAGEMENT AGENCY Mitigation Directorate Hazard Identification and Risk Assessment Division REVISIONS TO NATIONAL FLOOD INSURANCE PROGRAM MAPS Application/Certification Forms and Instructions for Conditional Letters of Map Revision, Letters of Map Revision, and Physical Map Revisions MT-2 FEMA FORM 81-89 SERIES, OCT 94 (SUPERSEDES RSD-~, JUL 93) REVISION REOUESTOR AND COMMUNITY OFFICIAL FORM Expires July31, 1997 I PUBLIC BURDEN DISCLOSURE NOTICE Public reporting burden fd~ this form is estimated to average 2.13 hours per response. The burden estimate includes the time for reviewing instructions, 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 1. The bas~s for this revision request is (are): (check all that apply) J~l Physical change [] Existing ~]~Proposed [] Improved methodology ~ Improved data [] Floodway revision [] Other Explain 2. Flooding Source: ~.~/Y? 3. ProjectNamefldentiiier: .~:~,~/c:~fi~ ~-~::~"m 4. FEMA zone designations affected: (example: A, AH, AO, Al-A30, A90, 5. The NFIP map panel(s) affected for all impacted communities is (are): Comn~unity Community Map Panel Effective No. Name County State No. No. Date EX: 480301 Katy,City ttarris, Fort Bend TX 480301 000SD 02/08/83 480287 Harris County Harris TX 48201C 0220G 09/28/90 6. The area of revision encompasses the following types of flooding, structures, and associated disciplines: (check all that apply) Tv~es of Flooding Structures Disciolines* ~ Riverine [] Channelization ~ Wa[er Resources [] Coastal [] Levee/Floodwall [] Hydrology [] Alluvial Fan [] Bridge/Culvert ~ Hydraulics [] Shallow Flooding Ce.g. Zones AO and AH) [] Dam [] Sedimen[Transport [] Lakes [] Coastal [] Interior Drainage J~ Fill [] Structural Affected by [] Pump Station [] Geotechnical wind/wave action [] None ]~ Land Surveying [] Yes [] Channel Relocation .:--I Other :'. describe) [] No ~ Excavation [] Other (describe) [] Other(describe) * Attach completed "Certification by Registered Professional Engineer and.or Land Surveyor" Form for each discipline checked. (Form 2) 2. FLOODWAY iNFORMATION 7. Does the affected flooding source have a floodway designated on the effective I.'IRM o,' I,'BFM? ~ Yes [] No 8. Does the revised floodway delineation differ from that shown on the effective FIRM or FBFM ~ Yes ,~ No If yes, give reason: FEMA Form 81-89, OCT 94 Revision RequeStor and Community Official Form MT-2 Form I Page I 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. 9. Does the State have jurisdiction over the floodway or its adoption by communities participating in the NFIP? [-]Yes J~No If yes, attach a copy ora 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: ! A. Does the revision request involve iq]l, new construction, substantial improvement, or other development in the floodway? ]~Yes [] .No lB. ]£yes, does the development cause the 100-year water surface elevation to increase at any location by more than 0.000 feet? [] Yes ~ No 11. Without floodways: gA. Does the revision request, involve ~]], new construction, substantial improvement, or other development in the 100-year floodplain? [] Yes [] No 2B. Ifyes, does the cumulative effect Droll development that has occurred since the effective SFHA was originally identified cause the 100-year water surface elevation to 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 the 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 that no insurable structures are impacted. 4. REVISION REQUESTOR ACKNOWLEDGMENT 12. Having read NFIP Regulations, 44 CFR Ch. I, parts 59, 60, 61, and 72, 1 believe that the proposed revision J~ is [] is not in compliance with the requirements of the aforementioned NFIP Regulations. 5. COMMUNITY OFFICIAL ACKNOWLEDGMENT ] 3. Was this revision request reviewed by the community for compliance with the community's adopted floodplain management ordinances? ~Yes 'il No ' ' 14. Does this revision request have the endorsement of the community?J~Yes [] No If no to either of the 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. ~. OPERATION AND MAINTENANCE 15. Does the.physical change involve a flood control structure (e.g., levees, fioodwalls, channelization, basins, dams)? [] Yes ~No If yes, please provide the following information for each of the new flood control structures: 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. C. A £ormal plan ofoperation, including documentation DJ'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 £or the flood control structure. Revision Requestor and Community Official Form MT-2 Form 1 Page 2 of 4 D. The community is willing to assume responsibility for [] performing [] overseeing compliance with the maintenance and operation plans of the (Name) flood control strd~ture. 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 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. CLOMR A letter from FEMA commenting on whether a proposed project, ii'built as proposed, would justify a map revision (LOMR orPMR), or proposed hydrology changes (see44 CFR Ch. I, Parts 60, 6,5, and 72). b. LOMR A letter from FEMA officially revising the current NFIP map to show changes to floodplains, floodways, or flood elevations. LOMRs typically depict decreased flood hazards. (See 44 CFR Ch. l Parts 60 and 65.) c. PMR A reprinted NF1P map incorporating changes to floodplains, 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.) d. Other: Describe 8. FORMS INCLUDED 17. Form 2 entitled, "Certification By Registered Professional Engineer an&'or Land Surveyor" must be submitted. The following fOrms should be included with this request if(check the included forms): ® Hydrologic analysis for flooding source differs from that [] Hydrologic Analysis Form used to develop FIRM (Form 3) · Hydraulic analysis for riverine flooding differs from that ~ Riverine Hydraulic Analysis Form used to develop FIRM (Form 4) · The request is based on updated topographic J~ Riverine/Coastal Mapping Form information or a revised floodplain or floodway (Form 5) delineation is requested · The request involves any type o£channel modification [] Channelization Form (Form 6) · The request involves new bridge or culvert or revised [] Bridge/Culvert Form analysis of an existing bridge or culvert (Form 7) · The request involves a new revised levee/floodwall [] Levee/Floodwall System Analysis Form system (Form 8) · The request involves analysis of coastal flooding [] Coastal Analysis Form (Form 9) · The request involves coastal structures credited as [] Coastal Structures (Form 10) p:ov;.ding protection from the 100-year flood · The request involves an existing, proposed, or modified [] Dam Form (Form 11) dam · The request involves structures credited as providing [] Alluvial Fan Flooding Form protection from the 100-year flood on an alluvial fan (Form 12) Revision Requesto~ and Community Off;cial Form MT-2 Form 1 Page 3 of 4 9. INITIAL REVIEW FEE 18. The minimum initial review fee for the appropriate request category has been included. J~ Yes [] No Initial fee amount: "~ Check or money order only. Make cheek or money order payable to: National Flood Insurance Program. If paying by Visa or Mastercard 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 structures in identified flood hazard areas which were in existence prior to the commencement of construction of the flood control project. [] Yes [] No or 20. This request is to correct map errors, to include the effects ofnatural changes within the areas ofspecial flood hazard, or solely to provide more detailed data. [] Yes [] No Note: I understand that my signature indicates that all Note: Signature indicates that the community information submitted in support of this request is understands, from the revision requester, the correct, impacts of the revision on flooding conditions in the community. ! , S~gnature of aewsion Requester Printed Name and Title of Revision Requester Printed Name and Title of Community Official Company Name Community Name Telephone No. Date Date Does this request impact any other communities? [] Yes ~ No If yes, attach letters from all affected jurisdictions acknowledging revision request and approving changes to floodway, if applicable. Note: Although a photograph ofphysical changes is not required, it may be helpful for FEMA's review. Revision Requestor and Community Official Form MT-2 Form I Page 4 of 4 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. Burden No. 3067-0148 FEMA USE ONLY CERTIFICATION BY REGISTERED PROFESSIONAL ENGINEER Expires July31, 1997 AND/OR LAND SURVEYOR FORM PUBLIC BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average. 23 hour per response. The burden estimate includes the time for reviewing instructions, 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. This certification is in accordance with 44 CFR Ch. I, Section 65.2 2. I am licensed with an expertise in /~/~r~'(./~.~' [example: water resources (hydrology, hydraulics, sediment transport, interior drainage)* structural, geotechnical, land surveying.] 3. I have ~ ~ years experience in the expertise listed above. 4. I have ~[prepared [] reviewed the attached supporting data and analyses related to my expertise. 5. I ~[have [] have not visited and physically viewed the project. 6. In my opinion, the following analyses and/or designs, is/are being certified: 7. Base upon the following review, the modifications place have been constructed in general accordance with plans and specifications. Basis for above statement: (check all that apply) _. a. [] Viewed all phases ofactual construct[on. 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 ofthis request is correct to the best of my knowledge. I understand that any - false statement may be punishable by fine or imprisonment under Title 18 of the United States Code, Section 1001. (please print or type) Title: (please print or type) Re~stratio. No. IOptgo~l) *Specify Su~iscipline Note: Insert not applicable (N/A) when s~tement does not apply. FEMA Form 81-8gA, OCT 94 /e~ification by Registered P~ofessional Engi~er a~or L4~ Sumeyor Form MT-2 Form 2 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. Burden No. 3067-0148 FEMA USE ONLY CERTIFICATION BY REGISTERED PROFESSIONAL ENGINEER Expires July31, ~997 AND/OR LAND SURVEYOR FORM PUBLIC BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average. 23 hour per response. The burden estimate includes the time for reviewing instructions, 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. This certification is in accordance with 44 CFR Ch. I, Section 65.2 2. I am licensed with an expertise in /~ ~'~/f'l/'~,J/~f2_.~ [example: water resources (hydrology, hydraulics, sediment trahsport,-rnterior drainage)* structural, geotechnical, land surveying.] 3. I have ~ ~ years experience in the expertise listed above. 4. I have [] prepared ~reviewed the attached supporting data and analyses related to my expertise. 5. I ~[.have [] have not visited and physically viewed the project. 6. In my opinion, the following analyses and/or designs, is/are being certified: 7. Base upon the following review, the modifications in place have been constructed in general accordance with plans and specifications. /~//~ Basis for above statement: (check all that apply) a. [] Viewed all phases of actual construction. b. [] Compared plans and specifications with as-built survey in£ormation. c. [] Examined plans and spec~cations and compared with completed projects. d. [] Other 8. All information submiLted in support ofthis request is correct to the best ofmy knowledge. I understand that any -- false statement may be punishable by fine or imprisonment under Title 18 of the United States Code, Sectxon 1001. (pleaze print or type) Registration No. .,~,~2~ g Expiration Date: /~)~f. Z/ ~ ~:~5 S te -- Seal (Optional) *Specify Subdiscipline Note: Insert not applicable (N/A) when statement does not apply. FEMA Form 81-89A, OCT 94 Certification by Registered P~ofessional Engineer and/or Land Surveyor Form MT-2 Form 2 FEDERAL EMERGENCY MANAGEMENTAGENCY I O.M.B. Burden No. 3067-0148 ~ FEMA USE ONLY RIVERINE HYDRAULIC ANALYSIS FORM "I Expires July31, 1997 I PUBLIC BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 2.25 hours per resl~onse. The burden e~timate i~ci{~des ~he time for reviewing instructions, 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 Agepcy, 500 C Street, S.W., Washington, DC 20472; and to the Office of Management and Budget, Paperwork Reduction Project (3067- 0148), Washington, DC 20503. .. Community Name: ~--~g' dy (One form for each flooding source) Project Name/Identifier: ~t~y 1. REACH TO BE REVISED D o w n s t r e a m li m it: ~'7f-./"~ eS~/~ Upstream limit: .~'"'LLT~"~ ~'/)/Z 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 //R~'~o~'() ': ~ Floodway delineated "' Downstream limit of Floodway Upstream limit of Floodway /t~ f,~'~) -~,-~ ~ 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 dat'Manalysis. Explain: Improved hydraulic analysis. Explain: Flood control structure. Explain: [] Other. Explain: FEMA Form 81-89C, OCT 94 Riverine Hydraulic An&lysis Form MT-2 Form 4 Page I of 6 3. RIVERINE HYDRAULIC ANALYSIS FORM Models Submitted For areas which have det, l~iled flooding: Full input and output listings along with files on diskette (if available} for each of the models listed below (items 1, 2, 3, 4, and 5) and summary of the source of input parameters used in the models must be provided. The summary must include a comolete description of any changes made from model to model (e.g. duplicate effective model to corrected effective model) At a minimum, the Duplicate Effective (item I) and the Revised or Post-Project Conditions (item 4) models must be submitted. See instructions for directions on when other models may be required. 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; however, BFEs may not be added to the revised FIRM. Ifa hydraulic model is developed for the area, items 3 and 4 described below must be submitted. If hydraulic models are not developed, hydraulic analyses for existing or pre-project conditions and revised or post- project conditions must be submitted. All calculations must be submitted for these analyses. (See item 6 below) ~. Duplicate Effective Model Natural Floodway 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 requestor's equipment to produce the duolicate effective model. This is required to assure that the effective model input data has been transferred correctly to the requestor'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. 2. Corrected Effective Model Natural Floodway The corrected effective model is the model that corrects any errors that occur in the duolicate the duolicate 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 floodplain that occurred prior to the date of the effective model but was not incorporated into the effective model. 3. Existing or Pre-Project Conditions Model Natural Floodway The duolicate effective or corrected model is modified to produce the existing or vre-oroiect conditions model to reflect any modifications that have occurred within the floodplain since the date of the effective model but prior to the construction of the project for which the revision is being requested. If no modification has occurred since the date of the effective model, then this model would be identical to the corrected effective or duolicate effective model. 4. Revised or Post-Project Conditions Model Natural Floodway The existin~ or ore-oroiect 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 physical changes to the fioodplain since the effective model was produced as well as the effects of the project. When the request is for proposed project this model should reflect proposed conditions. Natural Floodway 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". Riverine Hydraulic Analysis Form MT-2 Form 4 Page 2 of 6 4. MODEL PARAMETERS (from model used to revise lO0-year water surface elevation) 1. Discharges: -' Upstream Limit Downstream Limit .... O-year ..................................... SO-year ..................................... -- lO0-year .................................... d4 ~'~'~ ~/~-~) O0-year .................................... .. Attach diagram showing changes in 100-year discharge 2. Explain how the starting water surface elevations were determined 3. Give range of friction loss coefficients (Manning's ~N~) Channel ........ ~, O~ Overbanks ...... ~,,(~ ~7' 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 Location FIS Revised Explain: '- 4. Describe how the cross section geometry data were determined (e.g., field survey, topographic map, taken from previous study) and list cross sections that were added. 5. Were ~a~u~a] cAa~el ba~ks se~ec~ as ~he l~a~io~ o~e le~ a~ righ~ cAa~el ~a~ks ~ ~e mo~el? ~ Yes Rivedne Hydraulic Analysis Fo~m MT-2 Fo; m 4 Page 3 of 6 4. MODEL PARAMETERS (Cont'd) ,. ;., ~ 6. Explain how reach leAgths for channel and overbanks were determined: 5. RESULTS (from model used to revise fOO-year water surface elevations) 1. Do the results indicate: a. Water surface elevations higher than end points ofcross sections? .................. [] Yes J~ No b. Supercritical depth? " [] Yes j~ No c. Critical depth? ................................................................. [] Yes ~ No d. Other unique situations ........................................................ [] Yes ~ No Ir'yes to any of the above, attach an explanation that discusses the situation and how it is presented on the profiles, tables, and maps. 2. What is the maximum change in energy gradient between cross-sections? ....... ~,~.,~,,~ t' '- ' Spe¢ rylocation ..... 3. What is the distance between the cross-sections in 2 above? .................... 4. What is the maximum distance between cross-sections? ........................ 5. Floodway determination a. What is the maximum s. urcharge allowed by the community or State? ......... /. ~ foot b. What is the maximum surcharge for the revised conditions? .................. ~ ~'t~ foot Specify location .......................................... c. What is the maximum velocity? ............................................ .~3~'. ,~ fps Specify location ............................................................ d. Are there any negeative surcharge values at any cross-section? [] Yes ~ No lfyes, the floodway may need to be widened. If it is not widened, please explain and indicate the maximum negative surcharge. Explain: Riverine Hydraulic Analysis Form MT-2 Form 4 Page 4 of 6 S. RESULTS (Cont'd) ' 6. 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 requestor'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 pIaced within the currently adopted fioodway limits) Jvf. Please attach a completed comparison table entitled: Water Surface Elevation Check (See page 6) 6. REVISED FIRM,'I:BFM AND FLOOD PROFILES A. The revised water surface elevations tie into those computed by the effective FIS Model (I 0-, 50-, 100-, and 500- · year), downstream of the project at cross-section ~Z~'~ within 4~ feet (vertical) and upstream of the project at cross section /~'~-~t'~G withint~.~ feet (vertical). B. The revised floodway elevations tie into those computed by the effective FIS model, dowstream of the project at cross section ~'~'~Owithin f~.O~ feet (oertic. al) and upstream ofthe project at cross section within 0.~0 feet Cvertical). ~-/-7~0 C. At.ch promes, at the same vertical and horizon~l scale as the profiles in the effective FIS report, showing stream bed and profiles of all fl~s studied (without encroachment). Also, label all cross sections, road crossings (including Iow chord and ~of-road da~), culvert, tribu~ries, cor~rate limits, and study limits. If channel dis~nce has changed, the s~tioning should be revised for all profile sheets. D. At.ch a Floodway Dam Table showing da~ for each cross section listed in the published Floodway Da~ Table in Pr~eed ~ Riverine/Coas~l Mapping Form /~/0~ ~ ~y ~ ~a ~3Z~ Riverlne Hydraulic Analysis Form MT-2 Form 4 Page 5 o~ 6 FEDERAL EMERGENCY MANAGMENT AGENCY iPROJECT NAME/IDENTIFIER EFFECTIVE DUPLICATE EFFECTIVE CORRECTED EFFECTIVE EXISTING/PRE-PROJECT REVISED/PROJECT COMMENTS: 1-100-year (natural) Water Surface Elevation 2-Encroachment (floodway) Water Surface Elevation 3-Surcharge Value Include alt cross sections in the models between tie-in points. Any interpolated values should be indicated in parentheses.sheet / of MT-2 l ] Form 4 Page $ of 6 / FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. Burden No. 3067-0148 FEMA USE ONLY ;I k~J =t;t I ~ I:fLK,~Y-'%'t f_'1 ~l,v, r_.l.J ~ h~ tel ~e] ;I,,,~ Expires July31, 1997 .. PUBLIC BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 1.5 hours per response. The burden estimate inciudes the time for reviewing instructions, 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. Community Name: ~L ~,,V' ~f FloodingSource: /~'-~,t~ /~t~'i~ -'/~Z ~/'~/ /2~7~ '~"~ ]~' ProjectName/Identifier: ~rSi~y ~t:~>t~ ~::~. 1. MAPPING CHANGES l. A topographic work map ofsui~ble sca[e, contour interval, and planime[ric de~n[don m~s[ be submttLed showing (Jnd~cele N/~ ~hen no~ ~ppl~cable): Included A. Revised approximate 100-year floodplain boundaries (Zone A) ............ ~ Yes ~ ~o ~ B. Revised de,tied ]00- and 500-year Ro~p[atn boundaries ................ ~ Yes ~ ~o ~ C. Revised ]00-year floodway boundaries ................................. ~ Yes ~ No ~ N/~ D. bocat[on and a~ment o{al[ cross sections used in the revised hydraulic model with s~tioningcontrol indicated ....................... ~ Yes ~ ~o ~ N/A ~. Stream a[i~ments, road and dam a]i~men[s .......................... ~ Yes ~ No ~ ~/A r. Current community boundartes ....................................... ~ Yes ~ No ~ G. Effective ]00- and 500-sear floodplain and ]00-~ear floodway boundaries ~rom the ~IR~BrM reduced or enlarged to the scale o~[he to~aph~cwork map ..................................... ~ Yes ~ No ~ H. Tie-ins between the effective and revised ]00- and 500-~ear ~o~pla[nsand ]00-year~dwasboundaries .......................... ~ Yes ~ ~o ~ [. ~he requesLor's pro,try boundaries and communtty easements .......... ~ Yes ~ No ~ J. The si~ed cert~cat[on ufa re~s[ered pro~ess[onal en~neer ............. ~ Yes ~ Ho ~ K. L~ation and description of reference marks ............................ ~ Yes ~ ~o ~ L. Verttcal datum (example: NCVD, NAVDe~.) .......................... ~ Yes ~ No ~ M. Coastal zone dest~ations tie ~n[o adjacent areas not being revised ....... ~ Yes ~ ~o ~ ~. Location and ali~ment of at! coas~l transects used ~ revise the coas~lana[yses .................................................... ~ Yes ~ No ~ N/A any o~ the items above are mar~ed no or N/A, please explain: ~~ ~ ~, ~~ 2. What is Lhe source ~nd date of the updated to~ap~c in[o~mation (ezampl~: or~op~o~o re=ps, J~Zv 1985; survey, M~' 1979, beach pro~les, June 1987, etc.)? ~Z~/~ ~Ur~C~ ~fC~ / ~ 3. Wha[ is the scale and contour interval ofthe following workmaps? a. Effective FIS /~/~/~0~ ~ scale f~ f Contour interval b. Revision Request /q~~ / scale ~ ~ Contour interval NOTE: Revised topo~aphic information mus[ be of equal or grea[e~ 2etail. 4. Attach an anno~ted FIRM and FBFM at the scale of the effective FIRM and FBFM showing the revised 100-year and 500-year floodplains and the 100-year floodway ~undaries 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 coas~l studies. At~chadditionalpagesifneeded. ~e~ ~ppendc~ ~ 1. MAPPING CHANGES (Cont'd) 5. Flood Boundaries and 100-year water surface elevations: Has the 100-year floodplain been shifted or increased or the 100-year water surface elevation increased at any location on property other than the requestor's or community's ? ~ Yes [] No If yes, please give the location of shift or increase and an explanation for the increase. a. Have the affected property owners been notified of this shift or increase and the effect it will have on their property? ........................................................... [] Yes ~l~No If yes, please attach letters from these property owners stating they have no objections to the revised flood boundaries if a LOMR is being requested. b. What is the number of insurable structures that will be impacted by this shift or increase? /~ O~r)~ 6. Have the floodway boundaries shifted or increased at any location compared to those shown on the effective FBFM or FIRM? ......................................................... I-I Yes ~ No If yes, explain: 7. If a V- zone has been designated, has it been delineated to extend landward to the heel of the primary frontal If no, explain: 8. Manual or digital map submission: ~' Manual [] Digital Digital map submissions may be used to update digital FIRMs (DFIRMs}. For updating DFIRMs, these submissions must be coordinated with FEMA lteadquarters as far in advance of submission as possible. Riv~rin4~.oistil Mapping Form MT-2 Form 5 Page 2 of 3 2. EARTH FILL PLACEMENT 1. The fill is: f"] Existing ~Proposed 2. Has fill been/will be placed in the regulatory floodway? ...................... ~[~ Yes [] No If yes, please attach completed Riverine Hydraulic Analysis Form. 3. Has fill been/will be placed in floodway fringe (area between the floodway and lO0-yearfloodplain boundaries)? ...................................... ,~ Yes [] No 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? ....................................... [] Yes ~ No If yes, justify steeper slopes B. Is adequate erosion protection provided for fill slopes exposed to moving flood waters? (Slopes exposed to flows with velocities of up to 5 feet per second (fps) during the 100-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 5 fps during the lO0-year flood must, at a minimum, be protected by stone or rock riprap.) .................................................................... ,]~ Yes [] No If no, describe erosion protection provided C. Has all fill placed in revised 100-year floodplain been compacted to 95 percent ofthe maximum density obtainable with the Standard Proctor Test Method or acceptable equivalent method? ~ Yes [] No D. Can structures conceivabl~ be constructed on the fill at any time in the future? ~ Yes [] No If yes, provide certification of fill compaction (item C. above) by the community's NF1P pe,rmit official, a registered professional engineer, oran accredited soils engineer. -fO ~ ~'L/~/)/D.~ e~. !~'~ 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. Riverine/Coastal Mal)~n9 Form MT-2 Form 5 Page 3 o~ 3 APPENDIX D DUPLICATE EFFECTIVE FIS MULTI-PROFILE HEC-2 MODEL * HEC-2 WATER SURFACE PROFILES * * U.S. ARMY CORPS OF ENGINEERS * * * * HYDROLOGIC ENGINEERING CENTER * * Version 4.6.2; May 1991 * * 609 SECOND STREET, SUITE D * * * * DAVIS, CALIFORNIA 95616-4687 * * RUN DATE 19JUL96 TIME 15:23:10 * * (916) 756-1104 * ******************************************** *************************************** X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX 19JUL96 15:23:10 PAGE I THIS RUN EXECUTED 19JUL96 15;23:10 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 T1 DUPLICATION OF EFFECTIVE FIS MULTI-PROFILE MODEL T2 IO-YR DISCHARGES T3 ELM FORK TRINITY RIVER [EFFISDPM.IH2] J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q ~SEL FQ 2 439.3 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IB~ CHNIM ITRACE I -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 NC .08 .06 .075 .1 .3 QT 4 24300 37100 44350 60400 STARTING WATER SURFACE ELEVATIONS ESTIMATED FROM FIS FLOOD PROFILES X1 90000 40 9412 9733 GR 450 1000 442 1010 440.8 1285 440.7 1810 440 2120 GR 440 2670 434 3300 434 3575 440 4360 446.7 5330 GR 438 5835 438 6525 436.1 6780 447,5 6950 444.8 7480 GR 445 7950 440.2 8630 448 9147 439 9342 438 9412 GR 435 9442 434.4 9452 431.4 9522 431 9557 415.9 9589 GR 409.6 9591 409.6 9645 415.9 9647 427.4 9670 429.2 9689 GR 430.4 9715 430.4 9715 440.5 9733 440 9760 441.2 9810 GR 440 9840 438 10004 438 10690 445 10765 445 14855 X1 90880 45 7725 7990 500 780 880 GR 438 1000 438 1920 440 2230 440 2640 436.9 2870 GR 440.5 3500 436.5 3692 438.5 4080 438.5 4440 445.1 4510 GR 448,5 4860 462.2 4920 457 5530 444 5860 437 6165 GR 437.5 6835 439.5 7315 440 7510 440 7585 439 7600 GR 438 7635 437 7725 435 7760 434.5 7783 432.9 7833 GR 416.5 7866 414.5 7867 414.5 7939 416.5 7940 430.4 7959 GR 431.8 7970 441.3 7990 440.7 8046 440.7 8050 441.8 8099 GR 441.8 8100 440 8245 429.4 8284 429.4 8512 438 8550 GR 438 8600 445 8620 445 12805 445 12915 450 13000 19JUL96 15:23:10 PAGE 2 X1 92090 45 9000 9320 964 1234 1210 GR 452.80 1000 452.40 1100. 444.3 1300 444.20 1400 442.4 1600 GR 441.50 1800 442,50 2100. 437.6 2500 438.9 3475 439.8 4100 GR 440.2 4110 439.9 4210. 435.1 4700 438.9 5100 440.5 5300 GR 440.20 5500 441.4 5600 445 6000 442.3 6080 440.8 6930 GR 441.60 6950 440. 6965 440 8250 446.5 8400 444 8600 GR 446.90 8700 441.2 8800 442.8 8940 445.2 8970 443 9000 GR 427 9135 412.7 9175 410.6 9190 428 9235 426 9260 GR 430 9300 442.5 9320 440.9 9444 444.9 9594 429.8 9634 GR 429,8 9864 439.1 9900 440 10010 445 10025 445 14000 X1 92300 42 7703 7969 210 210 210 GR 438 1000 438 1580 438.6 2280 441.1 2710 438 3080 GR 442.3 3820 438 4450 441.4 4800 437 5080 446.4 5405 GR 437.8 6070 438.2 6660 438 7550 439.7 7618 440.7 7656 GR 437.3 7703 433.8 7718 431.8 7757 427.6 7780 427.2 7804 GR 417.8 7820 415.1 7821 415.1 7862 417.1 7863 421.6 7870 GR 423.3 7875 430.1 7890 431,1 7928 434.9 7938 435.1 7951 GR 439 7969 440.7 8000 440 8158 440 8159 440 8210 GR 429.9 8250 429.9 8480 440 8520 440 8700 445 8712 GR 445 12340 450 12580 NC .07 .06 .06 X1 93620 49 8200 8380 2570 1420 1320, GR 445 1000 445 1080 446 1180 446 1240 441 1530 GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300. GR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710. GR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470. GR 442.5 5760 445 5970 444 6280 442 6470 444 6660. GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630. GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439.5 8200 GR 418 8230. 420 8260 414.5 8280 437.5 8380. 439 8400. GR 439 8450. 443.5 8590 444.5 9620 443.5 10000 442 10140. GR 445 10220 445 12430 447 12840 450 12940. NC .07 .1 .06 X1 93670 59 8200 8470. 50 50 50. GR 445 1000 445 1080 446 1180 446 1240 441 1530. GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300. GR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710. GR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470. GR 442.5 5760 445 5970 444 6280 442 6470 444 6660. GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630. GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439 8200. GR 437.5 8225 437.5 8274 434 8275 434.3 8390 437,2 8391. GR 437.5 8420 439 8470 443.5 8620 444.5 9620 443.5 10000. GR 442 10140 443 10540 444 10650 444 10800 445 10930, GR 442.5 12000 442,5 12110 441 12200 439 12210 441.5 12220. GR 444 12330 443.5 12430 447 12840 450. 12940. 19JUL96 15:23:10 PAGE 3 NC .3 .5 X1 93730 44. 8490 8800 60 60 60. BT 2 8490 443.5 439.6 8800 448.5 444.6 GR 450 1000 447 1420 447 1620 443 2020 442 2480 GR 441.5 3620 442 3820 450 4420 451 4820 447 5220. GE 447 5420 443.5 5820 443.5 6120 445 6380 442 6890 GR 445 7290 443.5 7860 441 7920 439.5 8010 437.5 8030 GE 431 8050 436.5 8090 441.5 8110 444 8120 443.5 8170 GR 443 8370 443.5 8490 439.6 8490 436 8640 418 8650 GR 420 8670 414.5 8700 444.6 8800 448.5 8800 446 8870 GR 446.5 9110 445.5 9310 446 9610 445.5 10320 445 10420 GR 445 12720 445 12820 447 13120 450 13260 X1 93760 30 30 30 X2 1 NC .07 .07 .06 X1 93810 58 8200 8450 50 50 50 GR 445 1000 445 1080 446 1180 446 1240 441 1530 GR 440 2300 439.5 2700 440,5 2900 439 3010 438.5 3300 GR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710 GR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470 GR 442.5 5760 445 5970 444 6280 442 6470 444 6660 GR 444 7100 443 7320 439,5 7580 437.5 7610 431 7630 GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439.5 8200 GR 418 8230 420 8260 414.5 8280 437.5 8380 439 8400 GR 439 8450 443.5 8590 444,5 9620 443.5 10000 442 10140 GR 443 10540 444 10650 444 10800 445 10930 442.5 12000. GR 442.5 12110 441 12200 439 12210 441 12220 444 12330. GR 443.5 12430 447 12840 450 12940. NC .07 .09 .06 .1 .3 X1 97570 56 5490 5680 2100 1700 3760 GR 450 600 446 820 444 880 444 1150 442 1420 GR 442 1870 440 2180 440 3800 442 3820 444 4030 GR 444 4220 440 4360 440 5200 442 5330 442 5460 GR 440 5470 433 5490 423 5525 423 5575 433 5610 GR 436 5630 440 5680 440 5920 442 6000 442 6680 GR 440 6750 438 6830 438 7200 440 7350 433.2 7360 GR 433.2 7440 440 7470 440 7500 442 8000 442 8150 GR 440 8160 440 8175 433.2 8200 433.2 8265 440 8270 GR 442 8350 442 9230 444 9520 440 9630 434 9655 GR 428 9670 428 9685 434 9700 440 9710 444 9760 GR 446 10005 446.3 10275 446 10560 446 11000 446 12100 GR 450 12170 X1 98450 49 4035 4215 800 700 880 GR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 GR 442 1840 440.5 2500 441.2 2925 442.5 3080 443 3180 GR 443 3700 444.5 3880 444.9 4000 445.7 4035 426.9 4090 GR 426 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442.1 5600 444.5 5685 443 6640 442.5 6700 GR 442.5 6800 441.4 7000 440.2 7115 439,8 7500 440 7600 19JUL96 15:23:10 PAGE 4 GR 441.6 7800 442 8200 443.6 8800 443.5 8900 446.5 9000 GR 446.5 9100 447,5 9185 447.3 9235 428,3 9265 428.5 9305 GR 446 9325 447,5 9800 446 10400 446.9 10900 446.5 11000 GR 448 11100 455 11200 457.5 11300 459.2 11420 X1 99280 49 4035 4215 750 750 830 GR 451 1000 444 1030 441.5 1190 439,7 1200 439.7 1830 GR 442 1840 440.5 2500 441.2 2925 442.5 3080 443 3180 GR 443 3700 444.5 3880 444.9 4000 445.7 4035 428.9 4090 GR 428 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442.1 5600 442.5 5685 443 6640 442.5 6700 GR 442.5 6800 441.4 7000 440.2 7115 439.8 7500 440 7600 GR 441.6 7800 442 8200 443.6 8800 443.5 8900 446.5 9200 GR 446.5 9300 447.5 9335 447.3 9385 428.3 9415 428.5 9455 GR 446 9475 447.5 9800 447 10400 446.9 10900 447 11000 GR 448 11100 455 11200 457.5 11300 459.2 11420 X1 100040 49 4035 4215 760 760 760 GR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 GR 442 1840 440.5 2500 441.2 2925 442,5 3080 443 3180 GR 443 3700 444.5 3880 444.9 4000 445.7 4035 430.9 4090 GR 430 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442.1 5600 444.5 5685 443 6640 442.5 6700 GR 442.5 6800 441.4 7000 440.2 7115 439.8 7500 440 7600 GR 441.6 7800 442 8200 443.6 8800 443.5 8900 446.5 9200 GR 446.5 9350 447.5 9600 447.3 9650 428.3 9680 428.5 9720 GR 446 9740 447.5 9800 447 10400 446.9 10900 447 11000 GR 448 11100 455 11200 457.5 11300 459.2 11420 X1 103060 96 3333. 3533. 1850.0 1775.0 3020.0 GR 455,5 1000. 451.7 1023, 448.7 1146. 447.7 1154. 446.6 1229. GR 444.8 1630, 444.9 1638. 446.0 1646. 445,7 2153. 445.8 2245. GR 446.6 2479. 447,5 2599. 447.9 2675. 448.0 2746. 445.2 2846, GR 445.2 2946. 448.3 3061. 448.3 3075. 449.0 3213. 449,2 3306. GR 449.6 3333. 438.7 3385. 434.9 3438. 431.4 3449. 430.0 3470. GR 439.9 3498. 447.5 3533. 448.2 3574. 446.5 3584. 446.9 3605. GR 448.4 3656, 448.5 3703. 447.6 3851. 446,6 4531. 444.0 4664. GR 444.3 4700. 445.3 4782. 445.6 4870. 445.5 4880. 446.4 4962. GR 444.7 5302. 443,9 5354. 442.7 5364. 442.6 5405. 444.4 5416. GR 443.8 5549. 442.3 5560. 442.3 5570. 443.8 5580. 444.0 5891. GR 443.8 5949. 444.0 6047. 443.8 6208. 443.7 6241. 443.2 6353. GR 443.3 6727. 443.5 6825. 443.6 6846. 444.2 7019. 444.2 7402, GR 444.2 7408, 444.8 7823. 445.2 ?947. 444.7 7992. 444.3 8019. GR 444.6 8089. 445.4 8173. 446.5 8381. 446,5 8527. 446.6 8564. GR 447.4 8770. 447.4 8819. 437.9 8848. 438.1 8887. 446.9 8906. GR 447.8 8964, 447.8 9089. 445.0 9182. 446.4 9223. 447.1 9285. GR 447,8 9315. 439.8 9326. 433.2 9367. 439.7 9398. 440.9 9439. GR 444.9 9460. 447.6 9490, 447.4 9548. 447,3 9655. 446.6 9912. GR 447.5 10034. 448.0 10132. 449.4 10229. 453.6 10326. 455.5 10423. GR 457.1 10540. 19JUL96 15:23:10 PAGE 5 X1 106080 52 2630. 2850. 1850.0 1775.0 3020.0 GR 460 1000 453.5 1160 450 1440 451 1870 453 2220 GR 447.5 2290 447.5 2360 453.5 2440 453.5 2630 439.5 2730 GR 432.5 2740 430 2760 444 2800 452 2850 453.5 2890 GR 450 2900 453 2970 451 3160 450 3820 445 3950 GR 449 4150 445.5 4570 444 4620 441.5 4630 441.5 4670 GR 445 4680 444 4810 441 4820 441 4830 444 4840 GR 446 5450 447 6070 446,5 6610 446.5 7020 447 7140 445 7210 446.5 7360 446,5 7740 448.5 8250 443 8340 GR 446 8380 447.5 8440 449 8470 433 8480 420 8520 GR 433 8550 435.5 8590 443.5 8610 449 8640 448.5 8800 GR 446.5 9050 455 9660 19JUL96 15:23:10 PAGE 6 SECNO DEPTH CgSEL 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 *PROF 1 0 CCHV= .100 CEHV= .300 *SECNO 90000.000 3265 DIVIDED FLOg 90000.000 29.70 439.30 .00 439.30 439.44 .14 .00 .00 438.00 24300.0 8589.6 14724.1 986.3 6422.9 4011.2 970.1 .0 .0 440.50 .00 1.34 3.67 1.02 .080 .075 ,060 .000 409.60 2743.50 .001262 O. O. O. 0 0 0 .00 3794.98 10703.93 *SECNO 90880.000 3265 DIVIDED FLOg 3280 CROSS SECTION 90880.00 EXTENDED 2.01 FEET 90880.000 25.51 440.01 .00 .00 440.11 .09 .66 .00 437.00 24300.0 6323.8 9510.2 8466.0 8318.5 3452,1 2973.1 195.3 60.6 441.30 .09 .76 2,75 2.85 .080 .075 .060 .000 414.50 1000.00 .000663 500. 880. 780. 2 0 0 .00 5662,63 8605.75 *SECNO 92090.000 3265 DIVIDED FLOW 92090.000 30.12 440.72 .00 .00 440.80 .08 .70 .00 443.00 24300.0 6143.5 10170.0 7986.5 8036.2 3973.4 3025.8 564.4 186,0 442,50 .24 .76 2.56 2.64 .080 .075 .060 .000 410.60 2245.10 ,000551 964. 1210. 1234, 2 0 0 .00 5311.93 10012.17 *SECNO 92300.000 3265 DIVIDED FLOW 3280 CROSS SECTION 92300.00 EXTENDED 2.85 FEET 92300.000 25.75 440.85 .00 .00 440.92 .06 .11 .00 437.30 24300.0 8308.5 8153.2 7838.3 11536.0 3438.5 3298.8 644.7 214.3 439.00 .27 .72 2.37 2.38 .080 .075 ,n60 ,000 415.10 1000.00 .000498 210. 210. 210. 0 0 0 .00 6454,84 8702.04 19JUL96 15:23:10 PAGE 7 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AEOB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPgID ENDST *SECNO 93620.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE~ KRATIO = .68 93620.000 27.40 441.90 .00 .00 442.22 .31 1.23 .08 439.50 24300.0 6911.1 16868.3 520.7 5575.5 3165.1 349.4 1309.0 483.3 437.50 .39 1.24 5.33 1.49 .070 .060 .060 .000 414.50 1477.60 .001091 2570. 1320. 1420. 2 0 0 .00 3278.92 8540.33 *SECNO 93670.000 3265 DIVIDED FLOW 3302 gARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .51 93670.000 11.12 442.12 .00 .00 442.32 .20 .10 .01 439.00 24300.0 15896.3 8106.0 297.8 6301.2 1585.8 253.4 1318.8 487.2 439.00 .40 2.52 5.11 1.18 .070 .060 .100 .000 431.00 1464.70 .004114 50. 50. 50. 2 0 0 .00 3564.06 12247.54 CCHV= .300 CEHV= .500 *SECNO 93730.000 3265 DIVIDED FLOg 3370 NORMAL BRIDGE~ NRD= 2 MIN ELTRD= 443.50 MAX ELLC= 444.60 93730.000 27.74 442.24 .00 .00 442.77 .53 .28 .16 443.50 24300.0 4777.7 19522.3 .0 1521.7 3095.4 .0 1327.6 491.1 448.50 .40 3.14 6.31 .00 .070 .060 .000 .000 414.50 2368.73 .005422 60. 60. 60. 2 0 0 -216.37 2067.72 8792.17 *SECNO 93760.000 19JUL96 15:23:10 PAGE 8 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 XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 443.50 MAX ELLC= 444.60 93760.0(0) 27.99 442.49 .00 .0(3 442.95 .46 .16 .02 443.50 243(30.0 5569.6 18730.4 .0 1983.5 3127.7 .0 1331.0 492.6 448.50 .40 2.81 5.99 .00 .070 .060 .000 .0(03 414.50 2255.28 .005038 30. 30. 30. 2 0 0 -258.65 2282.21 8792.99 *SECNO 93810.000 3265 DIVIDED FLOg 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.8~) 93810.0(0) 28.49 442.99 .EX) .00 443.12 .12 .07 .10 439.50 24300.0 10422.0 13379.2 498.8 9179.6 3655.9 842.9 1341.8 496.9 439.0(3 .41 1.14 3.66 .59 .070 .060 .070 .0(0] 414.50 1414.36 .0(0)044 50. 50. 50. 2 0 0 .00 5149.56 12293.11 CCHV= .1(3(3 CEHV= .300 *SECNO 97570.0(]0 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.75 97570.0(0) 21.01 444.01 .00 .00 444.03 .02 .91 .01 433.00 2430(3.0 960(].1 5486.6 9213.3 13382.0 2~2.6 13773.9 2443.5 819.6 440.00 1.14 .72 2.~ .67 .070 .060 .09~) .0(0~ 423.0(] 879.00 .0(0~209 2100. 3760. 1700. 4 0 0 .00 8882.05 9761.65 *SECNO 98450.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .60 19JUL96 15:23:10 PAGE 9 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 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 98450.00(3 18.24 444.24 .00 .00 444.31 .07 .26 .01 445.70 24300.0 8933.3 7949.1 7417.6 7832.3 2381.4 8294.0 2E~56.6 959.9 443.(30 1.27 1.14 3.34 .89 .070 .(~50 .090 .0(0) 426.00 1028.98 .0(30591 80(3. 880. 700. 2 0 0 .00 7426.82 9322.99 *SECNO 99280.000 3265 DIVIDED FLOW 99280.000 16.66 444.66 .00 .00 444.70 .04 .39 .00 445.70 24300.0 9518.8 5965.2 ~16.0 9043.5 2186.4 11370.5 3224.7 1(~c)2.7 443.00 1.42 1.05 2.73 .78 .070 .060 .090 .000 428.00 1027.16 .0(X]441 750. 830. 750. 2 0 0 .00 7963.60 9473.47 *SECNO 100040.000 3265 DIVIDED FLOg 10(0)00.000 16.69 444.99 .00 .(~) 445.02 .03 .32 .00 445.70 24300.0 10465.4 4776.3 9058.3 10011.4 1974.7 11940.0 3630.6 1232.6 443.00 1.60 1.05 2.42 .76 .070 .060 .090 .000 428.30 1025.76 .0(0)396 760. 760. 760. 2 0 0 .00 8074.81 9738.85 *SECNO 103060.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .44 103060.000 16.53 446.53 .00 .(X) 446.~ .13 1.61 .03 449.60 24300]0.0 891.7 7347.5 16060.8 10~3.5 1568.7 9997.8 4435.5 1527.4 447.50 1.83 .84 4.68 1.61 .070 .0~) .09(3 .000 430.00 1242.52 .002067 1850. 3020. 1775. 2 0 0 .00 5956.49 9478.21 *SECNO 106080.000 3265 DIVIDED FLOW 19JUL96 15:23:10 PAGE 10 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 XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.63 1(~5080.0(X) 29.09 449.09 .00 .00 449.13 .04 2.46 .01 453.50 24300.0 105.2 3752.7 20442.1 143.2 1379.1 15904.5 5090.9 1770.7 452.00 2.21 ,73 2.72 1.29 .070 .060 .090 .0(0) 420.00 2269.88 .000775 1850. 3020. 1775. I 0 0 .00 5672.68 9235.20 19JUL96 15:23:10 PAGE 11 T1 DUPLICATION OF EFFECTIVE FIS MULTI-PROFILE MODEL T2 50-YR DISCHARGES T3 ELM FORK TRINITY RIVER J1 ICHE£K INQ NINV IDIR STRT METRIC HVIN$ Q WSEL FQ 3 441.8 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBg CHNIM ITRACE 2 -1 19JUL96 15:23:10 PAGE 12 SECNO DEPTH CgSEL 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 gTN ELMIN $STA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 2 0 CCHV= .100 CEHV: .300 *SECNO ~.000 3265 DIVIDED FLOg 90000.000 32.20 441.80 .00 441.80 441.E~5 .06 .00 .00 438.00 37100.0 19069.3 13512.7 4518.0 16353.5 4812.4 3281,2 .0 .0 440.50 .00 1.17 2.81 1,38 .080 .075 .060 .000 4(~9.60 1055.84 .0(~)585 O. O. O. 0 0 0 .00 6597.43 10730,71 *SECNO 90880.000 3265 DIVIDED FLOg 3280 CROSS SECTION 90880,00 EXTENDED 4.14 FEET 90880.0(0) 27.64 442.14 .00 .00 442.19 .05 .33 .00 437.(~) 371(~3.0 17890.9 9581,9 9627.2 19341.1 4012.9 4037.5 359.5 80.9 441.30 .11 .93 2.39 2.38 .0~) .075 .(~50 .0(0) 414.50 10(0).00 .000414 500. 880. 780. 2 0 0 .00 6149,13 ~11.82 *SECNO 92090.000 3265 DIVIDED FLOW 92090.000 32.00 442.60 .00 .00 442.66 .06 .47 ,00 443.00 37100.0 16504.1 10863,5 9732.4 18383.2 4550.3 3965.6 10(0~.2 237.0 442.50 .29 .90 2.39 2.45 .080 .075 .(~50 .000 410.60 1577.82 .0(~}434 964. 1210. 1234. 2 0 0 .00 7463.43 10017.80 *SECNO 92300.000 3265 DIVIDED FLOW 3280 CROSS SECTION 92300.00 EXTENDED 4.69 FEET 92300.0(0) 27.60 442.70 .00 .00 442.74 .04 .(R~ .00 437.30 37100,0 19050.9 8539.7 9509.4 22571.8 3929.0 4654.5 1149.2 272.6 439.00 .33 .84 2.17 2.04 .~0 .075 .06~) .000 415.10 10(03.00 .0(0)350 210. 210. 210. I 0 0 .00 7291.79 8706.47 19JUL96 15:23:10 PAGE 13 SECNO DEPTH CgSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV QLOB QCH QROB ALOB ACH AROB VOL TgA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XflR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 93620.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .61 93620.000 29.12 443.62 .00 .00 443.85 .23 1.05 .06 439.50 37100.0 17494.9 18310.5 1294.6 11694.0 3474.3 837.7 2361.7 611.1 437.50 .49 1.50 5.27 1.55 .070 .060 .060 .000 414.50 1377.99 .000942 2570. 1320. 1420. 2 0 0 .00 4982.29 10183.22 *SECNO 93670.000 3265 DIVIDED FLOW 93670.000 12.82 443.82 .00 .00 443.93 .11 .06 .01 439.00 37100.0 27148.1 8281.0 1670.8 12603.5 2042.4 2076.9 2380.5 617.9 439.00 .49 2.15 4.05 .80 .070 .060 .100 .000 431.00 1366.62 .001847 50. 50. 50. 2 0 0 .00 6854.92 12467.12 CCHV= .300 CEHV= .500 *SECNO 93730.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .55 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 443.50 MAX ELLC= 444.60 93730.000 29.38 443.88 .00 .00 444.23 .35 .19 .12 443.50 37100.0 17817.0 19283.0 .0 5804.5 3247.7 .0 2398.2 625.4 448.50 .50 3.07 5.94 .00 .070 .060 .000 .000 414.50 1932.05 .006209 60. 60. 60. 2 0 0 -563.28 4077.52 8797.61 *SECNO 93760.000 19JUL96 15:23:10 PAGE 14 SECNO DEPTH CWSEL CRIgS 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 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 443.50 MAX ELLC= 444.60 93760.000 29.66 444.16 .00 .00 444.43 .27 .17 .03 443.50 37100.0 19935.3 17164.7 .0 6939.7 3266.8 .0 2404.9 628.3 448.50 .50 2.87 5.25 .00 .070 .060 .000 .000 414.50 1903.27 .005214 30. 30. 30. 2 0 0 -632.87 4420.79 8798.56 *SECNO 93810.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3.04 93810.(3(](] 29.95 444.45 .00 .00 444.55 .10 .06 .05 439.50 37100.0 19772.7 14645.9 2681.4 15636.0 4019.8 3982.6 2424.3 636.1 439.00 .51 1.26 3.64 .67 .070 .~0 .070 .0(0) 414.50 1329.94 .0(30563 50. 50. 50. 0 0 0 .00 9166.58 12541.21 CCHV= .100 CEHV= .300 *SECNO 97570.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.65 97570.0(03 22.32 445.32 .00 .00 445.35 .02 .79 .01 433.00 37100.0 16473.4 6310.1 14316.6 19456.1 2911.8 19233.9 4022.4 1047.8 440.0(3 1.17 .85 2.17 .74 .070 .~0 .090 .000 423.00 840.24 .000206 210(]. 3760. 1700. 4 0 0 .00 9082.11 9922.35 *SECNO 98450.0(30 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .63 19JUL96 15:23:10 PAGE 15 SECNO DEPTH CgSEL CRIgS 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 ~TN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOP,ID ENDST 98/+50.0(0) 19.54 445.54 .00 .(~ 445.60 .05 .24 .01 445.70 37100.0 15054.5 8568.3 13477.2 11~2.9 2613.2 14532.3 4635.2 1194.8 443.00 1.31 1.29 3.28 .93 .070 .060 .09~) .0(0) 426.00 1023.39 .0(0)519 800. 880. 700. 2 0 0 .00 8024.05 9324.48 *SECNO 99280.000 3265 DIVIDED FLOg 99280.0(0) 17.91 445.91 .(~3 .00 445.95 .03 .35 .00 445.70 37100.0 15287.2 6636.8 15176.1 12779.4 2409.9 17563.6 5169.8 1334.9 443.00 1.47 1.20 2.75 .~5 .070 .060 .0~) .0(03 428.(X) 1021.80 .000405 750. 830. 750. 2 0 0 .00 8207.25 9474.90 *SECNO 100040.000 3265 DIVIDED FLOg 10(X)40.(X)0 17.92 446.22 .00 .00 446.24 .03 .30 .00 445.70 37100.0 16332.9 5479.1 15288.0 13691.2 2194.4 18046.2 5751.6 1478.5 443.00 1.64 1.19 2.50 .85 .070 .(~:~) .090 .0(03 428.30 1020.50 .(X)0374 760. 760. 760. 2 0 0 .00 8248.01 9748.63 *SECNO 103060.000 3265 DIVIDED FLOg 3302 gARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGEr KRATIO = .~ 103060.000 17.59 447.59 .00 .(X) 447.69 .10 1.42 .02 449.60 37100.0 3491.2 8025.6 25583.2 2720.7 1764.1 15448.5 6919.7 1819.1 447.50 1.88 1.28 4.55 1.66 .070 .060 .090 .000 430.00 1161.46 .001785 1850. 3020. 1775. 2 0 0 .00 8012.32 10(351.76 *SECNO 106080.000 3265 DIVIDED FLOW 19JUL96 15:23:10 PAGE 16 SECNO DEPTH CWSEL CRIWS gSELK EG HV HL OLOSS L-BANK ELEV Q GLOB 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 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.40 106080.000 30.11 450.11 .00 .00 450.16 .05 2.47 .01 453.50 37100.0 287.5 4739.2 32073.3 272.8 1559.8 21460.3 7850.5 2110.2 452.00 2.21 1.05 3.04 1.49 .070 .060 .090 .000 420.00 1431.91 .000908 1850. 3020. 1775. I 0 0 .00 5931.05 9308.43 i i ~ : i , I ~ : 19JUL96 15:23:10 PAGE 17 T1 DUPLICATION OF EFFECTIVE FIS MULTI-PROFILE MODEL T2 IO0-YR DISCHARGES T3 ELM FORK TRINITY RIVER J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q gSEL FQ 4 443.4 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBg CHNIM ITRACE 3 -1 19JUL96 15:23:10 PAGE 18 SECNO DEPTH CgSEL CRIgS gSELK 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 gTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPgiD ENDST *PROF 3 0 CCHV= .100 CEHV= .300 *SECNO 3265 DIVIDED FLOg ~.(X~O 33.80 443.40 .00 443.40 443.43 .04 .00 .00 438.00 44350.0 25811.4 12083.8 6454.8 25442.1 5326.0 4891.3 .0 .0 440.50 .00 1.01 2.27 1.32 .080 .075 .060 .000 409.60 1008.25 .000334 O. O. O. 0 0 0 .00 7377.92 10747,~ *SECNO 90880.000 3265 DIVIDED FLOg 3280 CROSS SECTION 90880.00 EXTENDED 5.59 FEET 90880.000 29,09 443.59 .00 .00 443.63 .04 .20 .00 437.00 44350.0 25157,1 9146,5 10046.4 27077.2 4399.5 4947.9 487.7 85.9 441.30 .13 .93 2.08 2,03 .080 ,075 .~0 .000 414.50 1000.00 .(X)0277 500. 880. 780. 2 0 0 .00 6232.35 8615.98 *SECNO 92090.000 3265 DIVIDED FLOg 9209~).000 33,30 443.~ .00 .00 443.94 .04 .31 .00 443.00 44350.0 23958,6 10376.2 10015.2 27200.6 4967.1 4792.2 1356,4 248.5 442.50 .33 ,88 2.09 2.09 .080 .075 ,060 .000 410.60 1432.86 .0(0)300 964. 1210. 1234. 2 0 0 .00 7948.35 10021.71 *SECNO 92300,000 3265 DIVIDED FLOg 3280 CROSS SECTION 92300.00 EXTENDED 5.96 FEET 92300.000 28,87 443.97 ,00 .00 444.00 .03 .06 .00 437.30 44350.0 26004.8 8243.7 10101,5 30653.0 4267.0 5593.6 1543.1 285.6 439.00 .38 .85 1.93 1.81 .080 .075 .060 .000 415.10 1000.00 .0(0)248 210. 210. 210. 0 0 0 .00 7437.04 87~.52 , ~ i i ~ i ~ i ~ i ~ , i 19JUL96 15:23:10 PAGE 19 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 XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPgID ENDST *SECNO 93620.000 I 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO : .59 93620.000 30.18 444.68 .00 .00 444.84 .16 .80 .04 439.50 44350.0 24519.0 17371.4 2459.6 16872.8 3665.6 2225.0 3192.8 681.3 437.50 ,59 1.45 4.74 1.11 .070 .060 .060 .000 414.50 1316.32 .000709 2570. 1320. 1420. 2 0 0 .00 7345.39 10211.58 *SECNO 93670.000 3265 DIVIDED FLOW 93670.000 13.82 444.82 .00 .00 444.89 .07 .04 .01 439.00 44350.0 32619.7 7891.1 3839.2 17664.9 2313.1 5408.6 3220.4 691.1 439.00 .60 1.85 3.41 .71 .070 .060 .100 .000 431.00 1308.47 .001108 50. 50. 50. 2 0 0 .00 9692.46 12584.57 CCHV= .300 CEHV= .500 *SECNO 93730.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE~ KRATIO : .49 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 443.50 MAX ELLC= 444.60 93730,000 30.38 444.88 .00 .00 445.07 .20 .12 .06 443.50 44350.0 29046.9 15303.1 .0 10130.9 3317.0 .0 3247.1 701.4 448.50 .60 2.87 4.61 .00 .070 .060 .000 .000 414.50 1832.62 ,004534 60. 60. 60. 0 0 0 -801.37 5231.82 8800.00 *SECNO 93760.000 19JUL96 15:23:10 PAGE 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 XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3265 DIVIDED FLOg 3370 NORMAL BRIDGE~ NRD= 2 MIN ELTRD= 443.50 MAX ELLC= 444.60 93760.(X)0 30.54 445.04 .00 .00 445.21 .17 .13 .01 443.50 44350.0 29999.4 14341.5 9.1 10946.3 3331.7 87.9 3256.7 705.9 448.50 .60 2.74 4.30 .10 .070 .060 .100 .000 414.50 1816.35 .003997 30. 30. 30. 2 0 0 -837.13 7799.78 12825.48 *SECNO 93810.(](]0 3265 DIVIDED FLOg 3280 CROSS SECTION 93810.00 EXTENDED .22 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGEr KRATIO = 2.91 93810.00(] 30.72 445.22 .00 .00 445.29 .07 .05 .03 439.50 44350.0 24716.9 14476.6 5156.5 19795.8 4211.4 7065.1 3282.8 716.1 439.00 .61 1.25 3.44 .73 .070 .060 .070 .0(0) 414.50 10(0).00 .000471 50. 50. 50. 2 0 0 .00 10075.15 12630.96 CCHV= .100 CEHV= .300 *SECNO 97570.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.53 97570.000 22.98 445.98 .00 .00 446.00 .02 .71 .01 433.00 44350.0 20435.5 6702.6 17211.9 22508.7 3036.3 22039.4 5183.3 1149.6 440.00 1.24 .91 2.21 .78 .070 .060 .090 .0(0) 423.0(] 820.59 .000202 2100. 3760. 1700. 4 0 0 .00 9182.02 10(032.60 *SECNO 98450.000 3265 DIVIDED FLOW 19JUL96 15:23:10 PAGE 21 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 XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .65 98450.000 20.19 446.19 .00 .00 446.24 .05 .23 .01 445.70 44350.0 18393.9 8868.1 17088.0 13615.5 2729.8 17700.5 5892.5 129<2.7 443.00 1.38 1.35 3.25 .97 .070 .060 .09~) .0(0) 426.000 1020.61 .0(0)482 800. 880. 700. 2 0 0 .00 8300.03 10505.98 *SECNO 99280.000 3265 DIVIDED FLOW 99280.(~)0 18.54 446.54 .00 .00 446.57 .03 .33 .00 445.70 44350.0 18487.2 6999.0 18~3.8 14659.3 2522.2 20745.2 6517.0 1444.5 443.00 1.54 1.26 2.78 .91 .070 .060 .090 .000 428.00 1019.13 .0(0)387 750, 830. 750. 2 0 0 .00 8487.30 9591.34 *SECNO 100040.0(02 3265 DIVIDED FLOW 100040.(X)0 18.53 446.83 .00 .00 446.86 .03 .28 .00 445.70 44350.0 19571.3 5846.7 18932.0 15534.4 2304.4 21218.3 7188.5 1593.0 443.00 1.70 1.26 2.54 .89 .070 .060 .090 .0(~) 428.30 1017.88 .000362 760. 760. 760. 2 0 0 .00 8536.22 9773.08 *SECNO 103060.0(~) 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE~ KRATIO : .47 103060.0(~] 18.11 448.11 .00 .00 448.20 .09 1.33 .02 449.60 44350.0 5192.4 8270.3 30~7.3 36~:~.2 1~4.0 18739.7 8554.9 1951.3 447.50 1.96 1.42 4.44 1.65 .070 .060 .090 .000 430.00 1150.71 .001605 1850. 3020. 1775. 2 0 0 .00 8576.57 10139.73 19JUL96 15:23:10 PAGE 22 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV QLOB QCH QRO8 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 *SECNO 106080.0(30 3265 DIVIDED FLOW 106080.000 30.57 450.57 .00 .00 450.62 .05 2.42 .00 453.50 44350.0 431,5 5250,8 38667.7 420.2 1647.3 24145.2 9637.2 2266.8 452.00 2.27 1.03 3.19 1,60 .070 .060 .090 .000 420.00 1394.46 .000970 1850. 3020. 1775. 2 0 0 .00 6543.10 9342.03 19JUL96 15:23:10 PAGE 23 T1 DUPLICATION OF EFFECTIVE FIS MULTI-PROFILE MODEL T2 500-YR DISCHARGES T3 ELM FORK TRINITY RIVER J1 ICHEEK INQ NINV IDIR STRT METRIC HVINS Q ~SEL FQ 5 445.9 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 -1 19JUL96 15:23:10 PAGE 24 SECNO DEPTH CgSEL CRIgS ~SELK 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 gTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPgID ENDST *PROF 4 0 CCHV= ,100 CEHV= .300 *SECNO 90000.000 3265 DIVIDED FLOg 3280 CROSS SECTION 90000.00 EXTENDED .90 FEET 90000.000 36.30 445.90 .00 445.90 445.92 .02 .00 .00 438.00 60400.0 38415,5 11339.7 10644.8 42480.5 6128,5 11138.5 ,0 .0 440.50 .00 ,90 1.85 .96 .080 .075 .060 .000 409.60 1005.13 .000184 O. O. O. 0 0 0 .00 13164.99 14855.00 *SECNO 90880.000 3265 DIVIDED FLOW 3280 CROSS SECTION 90880.00 EXTENDED 8.01 FEET 90880.000 31.51 446.01 .00 .00 446.03 .02 .11 .00 437.00 60400.0 38229.3 9193.6 12977.2 40146.5 5040.0 10820.3 783.6 172.0 441.30 .15 .95 1.82 1.20 .080 .075 .060 .000 414.50 1000.00 .000178 500. 880. 780. 2 0 0 .00 10727.07 12932.19 *SECNO 92090.000 3265 DIVIDED FLOg 3280 CROSS SECTION 92090.00 EXTENDED 1.21 FEET 92090.000 35,60 446.20 .00 .00 446.22 .02 .19 .00 443.00 60400.0 37682.4 9997.5 12720.0 44283.6 5704.7 11201.8 2179.0 462.5 442.50 .43 .85 1.75 1.14 .080 .075 .060 .000 410.60 1252.86 .000175 964. 1210. 1234. I 0 0 ,00 12681.22 14000.00 *SECNO 92300.000 19JUL96 15:23:10 PAGE 25 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 XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3265 DIVIDED FLOg 3280 CROSS SECTION 92300.00 EXTENDED 8.24 FEET 9231)0.0(03 31.14 446.24 .00 .00 446.26 .02 .03 .CX) 437.30 60400.0 38959.5 8201.2 13239.3 45563.2 4871.8 11812.3 2476.6 520.5 439.00 .49 .86 1.68 1.12 .080 .075 .(~50 .000 415.10 10(0).0(3 .0(03158 210. 210. 210. 0 0 0 .00 11381.40 123~.46 *SECNO 93620.0013 3265 DIVIDED FLOg 3280 CROSS SECTION 93620.00 EXTENDED 1.69 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .65 93620.000 32.19 446.69 .00 .00 446.76 .07 .49 .01 439.50 60400.0 36498.6 14~4.8 9236.6 28705.5 4027.1 9952.3 5157.0 1055.3 437.50 .81 1.27 3.64 .93 .070 .0(~) .C~O .0(0) 414.50 l(X)O.O0 .0(0)369 2570. 1320. 1420. 2 0 0 .00 10914.10 12776.92 *SECNO 93670.(]00 3265 DIVIDED FLOW 3280 CROSS SECTION 93670.00 EXTENDED 1.75 FEET 93670.0(0) 15.75 446.75 .00 .00 446.78 .04 .02 .00 439.00 60400.0 43057.6 7382.3 9960.1 29105.4 2833.0 13539.8 5207.6 1067.9 439.00 .82 1.48 2.61 .74 .070 .(~0 .I(X) .010) 431.110 10(0).0(3 .0(0)493 50. 50. 50. 2 0 0 .00 10957.52 12810.14 CCHV= .300 CEHV= .500 *SECNO 93730.000 3265 DIVIDED FLOW 19JUL96 15:23:10 PAGE 26 SECNO DEPTH CWSEL CRIWS gSELK 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 ~TN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 gARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .54 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 443.50 MAX ELLC= 444.60 93730.0(0) 32.27 446.77 .(~3 .00 446.85 .08 .05 .02 443.50 604(~3.0 45846.1 9698.2 4855.7 20186.8 3590.2 5956.1 5259.4 1082.4 448.50 .83 2.27 2.70 .82 .070 .060 .100 .0(0) 414.50 1642.91 .001711 60. 60. 00. 0 0 0 -1116.32 10125.95 13085.64 *SECNO 93700.0(X) 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 443.50 MAX ELLC= 444.60 93760.0(0) 32.33 446.83 .00 .00 446.91 .08 .05 .00 443.50 604(X).0 45847.2 9502.9 5049.9 20509.1 3602.0 6200.8 5280.1 1089.4 448.50 .83 2.24 2.64 .81 .070 .060 .100 .0(0) 414.50 1637.14 .0(31634 30. 30. 30. 2 0 0 -1122.40 10152.90 13094.29 *SECNO 93810.0(03 3265 DIVIDED FLOW 3280 CROSS SECTION 93810.~ EXTENDED 1.91 FEET 3302 gARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGEw KRATIO = 2.35 93810.00(3 32.40 446.90 .00 .00 446.94 .04 .03 .01 439.50 60400.0 34934.6 13473.6 11991.9 30(0~.6 4634.2 14303.3 5325.6 1101.5 439.~ .84 1.16 2.91 .84 .070 .000 .070 .000 414.50 1000.(~3 .0(30297 50. 50. 50. I 0 0 .00 11(307.69 12829.07 CCHV= .10(2 CEHV= *SECNO 97570.000 97570.0(0) 24.44 447.44 .00 .00 447.46 .02 .51 .00 433.00 604(30.0 28908.1 7239.9 24162.0 29363.4 3312.9 31278.7 7~.7 1599.9 440.00 1.45 .99 2.19 .77 .070 .060 .090 .0(03 423.0(3 741.01 .0(30176 2100. 3760. 1700. 3 0 0 .(~) 11384.12 12125.13 19JUL96 15:23:10 PAGE 27 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 XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 98450.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .67 98450.000 21.61 447.61 .00 .00 447.66 .04 .19 .01 445.70 60400.0 25432.2 9231.3 25736.6 17937.9 2987.7 26494.2 8952.9 1781.9 443.00 1.59 1.42 3.09 .97 .070 .060 .090 .000 426.00 1014.47 .000387 800. 880. 700. 0 0 0 .0(] 10(0~0.41 11074.88 *SECNO 99280.000 99280.000 19.90 447.90 .00 .00 447.93 .03 .27 .00 445.70 60400.0 25308.1 7561.2 27530.7 18762.2 2766.8 29170.9 9802.8 1955.6 443.00 1.75 1.35 2.73 .94 .070 .060 .090 .000 428.00 1013.30 .(X)0332 750. 830. 750. 2 0 0 .00 10076.30 11089.61 *SECNO 10(0)40.000 1(X)040.000 19.85 448.15 .00 .00 448.18 .03 .25 .00 445.70 60400.0 26372.1 6450.2 27577.7 19519.2 2541.9 29813.9 10697.7 2131.5 443.00 1.91 1.35 2.54 .92 .070 .060 .090 .000 428.30 1012.23 .000317 760. 760. 760. 2 0 0 .00 10089.87 11102.09 *SECNO 103060.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE~ KRATIO = .50 103060.000 19.21 449.21 .00 .00 449.28 .07 1.09 .01 449.60 60400.0 9343.0 8582.5 42474.6 5874.9 2078.7 26007.5 12534.4 2531.6 447.50 2.19 1.59 4.13 1.63 .070 .060 .090 .000 430.00 1125.09 .001245 1850. 3020. 1775. 2 0 0 .00 9062.54 10215.83 *SECNO 106080.000 3265 DIVIDED FLOg 106080.000 31.45 451.45 .00 .00 451.52 .06 2.23 .00 453.50 60400.0 1030.0 6271.2 53098.7 990.8 1820.1 29594.8 13948.2 2873.8 452.00 2.46 1.04 3.45 1.79 .070 .060 .090 .000 420.00 1323.93 .001074 1850. 3020. 1775. 2 0 0 .00 7325.99 9405.30 19JUL96 15:23:10 PAGE 28 THIS RUN EXECUTED 19JUL96 15:23:12 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ELM FORK TRINITY RIVER SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG lO*KS VCH AREA .01K 90000,000 ,00 .00 .00 409.60 24300.00 439.30 .00 439.44 12.62 3.67 11404.23 6840.27 90000.000 .00 .00 .00 409.60 37100.00 441.80 .00 441.86 5.85 2.81 24447.14 15340.65 90000.000 .00 .00 .00 409.60 44350.00 443.40 .00 443.43 3.34 2.27 35659.37 24282.92 90000,000 .00 ,00 .00 409.60 60400.00 445.90 .00 445.92 1.84 1.85 59747.54 44528.46 90880.000 880.00 .00 .00 414,50 24300.00 440.01 .00 440.11 6,63 2.75 14743.68 9436.10 90880.000 880.00 .00 .00 414.50 37100.00 442.14 .00 442.19 4.14 2.39 27391.50 18244.21 90880.000 880.00 .00 .00 414.50 44350.00 443.59 .00 443.63 2.77 2.08 36424.64 26633.54 90880.000 880.00 .00 .00 414.50 60400.00 446.01 .00 446.03 1.78 1.82 56006.86 45260.51 92090.000 1210.00 .00 .00 410.60 24300.00 440.72 .00 440.80 5.51 2.56 15035,36 10348.14 92090,000 1210.00 .00 .00 410.60 37100.00 442.60 .00 442.66 4.34 2.39 26899.09 17804.15 92090.000 1210.00 .00 .00 410.60 44350.00 443.90 .00 443.94 3.00 2.09 36959.99 25610,68 92090.000 1210.00 .00 .00 410.60 60400.00 446.20 .00 446.22 1.75 1.75 61190.09 45595.37 92300.000 210.00 .00 .00 415.10 24300.00 440.85 .00 440.92 4,98 2.37 18273.26 10894.23 92300.000 210.00 .00 .00 415.10 37100.00 442.70 .00 442.74 3.50 2,17 31155,26 19832.31 92300,000 210.00 .00 .00 415.10 44350.00 443.97 .00 444.00 2.48 1.93 40513,61 28180.75 92300,000 210.00 .00 .00 415.10 60400.00 446.24 .00 446.26 1.58 1.68 62247.29 48115.69 * 93620.000 1320.00 .00 .00 414.50 24300.00 441.90 .00 442.22 10.91 5.33 9090.01 7357.96 * 93620.000 1320.00 .00 .00 414.50 37100.00 443.62 .00 443.85 9.42 5.27 16005.95 12087.92 * 93620.000 1320.00 .00 .00 414.50 44350.00 444.68 .00 444,84 7.09 4.74 22763.47 16655.15 * 93620.000 1320.00 .00 .00 414.50 60400.00 446.69 .00 446.76 3.69 3,64 42684.94 31428.60 * 93670.000 50.00 .00 .00 431.00 24300.00 442.12 .00 442.32 41.14 5.11 8140.43 3788.51 93670.000 50.00 .00 .00 431.00 37100.00 443.82 .00 443.93 18.47 4.05 16722.76 8631.77 93670,000 50.00 .00 .00 431.00 44350.00 444.82 .00 444.89 11.08 3.41 25386.66 13324.71 93670.000 50.00 .00 .00 431.00 60400.00 446.75 .00 446.78 4.93 2.61 45478.22 27196.46 93730.000 60.00 443.50 444,60 414.50 24300.00 442.24 .00 442.77 54.22 6.31 4617.07 3300.21 * 93730,000 60.00 443.50 444.60 414.50 37100.00 443.88 .00 444.23 62.09 5.94 9052,19 4708.26 * 93730.000 60.00 443.50 444.60 414.50 44350.00 444.88 .00 445.07 45,34 4.61 13447.87 6586.68 * 93730.000 60.00 443.50 444,60 414.50 60400.00 446.77 ,00 446.85 17.11 2.70 29733.11 14602.01 19JUL96 15:23:10 PAGE 29 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG lO*KS VCH AREA .01K 9376~).0(0) 30.00 443.50 444.60 414.50 243(X).(~) 442.49 .00 442.95 50.38 5,99 5111,22 3423.69 93760,000 30.00 443.50 444.60 414.50 37100.00 444.16 .00 444.43 52.14 5.25 10206.48 5137.85 93760.0(0 30.00 443.50 444.60 414.50 44350.00 445.04 .00 445.21 39.97 4.30 14365.93 7014,94 93760.000 30.00 443.50 444.60 414.50 60400.00 446.83 .00 446.91 16.34 2.64 30311.86 14941.33 * 93810.(X)0 50.00 .00 .00 414.50 24300.00 442.99 .00 443.12 6.44 3.~ 13678.47 9572.01 * 93810.(X30 50.00 .00 .00 414.50 37100.00 444.45 .00 444.55 5.63 3.64 23638.37 15637.55 * 93810.000 50.00 .00 .00 414.50 44350.00 445.22 .00 445.29 4.71 3.44 31072.33 20437.68 * 93810.000 50.{)0 .00 ,00 414.50 60400.00 446.90 .00 446.94 2.97 2.91 49(X~5.05 35075.66 * 97570.000 3760.00 .00 .00 423.00 24300.00 444.01 ,00 444.03 2.09 2.06 29818.52 16790.19 * 97570.000 3760.00 .00 .00 423.00 37100.00 445.32 .00 445.35 2.06 2.17 41601.75 25874.44 * 97570.000 3760,00 .00 .00 423.00 44350.00 445.98 .00 446.00 2.02 2.21 47584,35 31223,36 97570.0(0 3760.00 .00 .00 423.00 60400.0{) 447.44 .00 447.46 1.76 2.19 63955.03 45523.53 * 98450.0(0 880.00 .00 ,00 426.00 24300.00 444.24 .00 444.31 5.91 3.34 18507.66 9993.12 * 98450.000 880.00 .00 .00 426.(X) 37100.00 445.54 .00 445.60 5.19 3,28 28808.39 16285.~ * 98450.0(0 880.00 .00 .00 426.00 44350.(X) 446.19 .00 446.24 4,82 3.25 34045.81 20194.~6 * 9~50.0(0) 880,00 .00 .00 426.00 60400.00 447.61 .00 447.~ 3.87 3.{~9 47419.78 30710.44 99280,000 830.00 .(~3 .00 428.00 24300.00 444.66 .(X) 444.70 4.41 2.73 226~)0.43 11570,13 99280.000 830.00 .00 .00 428.00 37100.00 445.91 .00 445.95 4.05 2,75 32752.93 18433.78 99280.000 830,00 .00 .00 428.00 44350.00 446.54 .00 446.57 3.87 2.78 37926.70 22542.82 99280.000 830.00 .00 .00 428,00 604(X3.00 447.90 .00 447.93 3.32 2.73 50699.86 33159.57 10(040.000 760.00 .00 .00 428.30 24300.00 444,99 .00 445.02 3.96 2.42 23926.13 12215.08 100040.000 760.00 .00 ,00 428.30 37100.(X) 446.22 .00 4~.24 3.74 2.50 33931.84 19189.59 10(X)40.000 760.00 ,00 .00 428.30 44350.00 4~.83 .00 446.86 3.62 2.54 39057.14 23323.69 100040.0(X) 760.00 .00 .00 428.30 60400.0{) 448.15 .00 448.18 3.17 2.54 51874.95 339(~5.21 * 103060.0(X] 3020.00 ,00 .00 430.00 24300.00 446.53 .00 446.~ 20.67 4.68 12626.92 5344.77 * 103060,000 3020,00 .00 .00 430.(X) 37100.00 447.59 .00 447.69 17.85 4.55 19933.27 8782.34 * 103060.000 3020.00 .00 .00 430.00 44350.00 448.11 .EX] 448.20 16.05 4.44 24271.90 11070.92 * 103060.000 3020.00 .00 .00 430.00 60400.00 449.21 .00 449.28 12.45 4.13 33961.10 17116.10 * 106080.000 3020.00 .00 .00 420.00 24300.00 449.09 .00 449.13 7.75 2.72 17426.80 8726.28 * 106080.000 3020.00 .00 .00 420.00 37100.00 450.11 .00 450.16 9.08 3.04 23292.89 12315.18 106080.000 3020.00 .00 .00 420.00 44350.00 450.57 .00 450.62 9.70 3.19 26212.72 14238.12 106080,000 3020.00 .00 .00 420.00 60400.00 451.45 .00 451.52 10,74 3.45 32405.79 18432.17 19JUL96 15:23:10 PAGE 30 ELM FORK TRINITY RIVER SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFUSP DIFgSX DIFK~S TOPgID XLCH 90000.000 24300.00 439.30 .00 .00 .00 3794.98 .00 90000.000 37100.00 441.80 2.50 .00 .00 6597.43 .00 90000.000 44350.00 443.40 1.60 .00 .00 7377.92 .00 90000.000 60400.00 445.90 2.50 .00 .00 13164.99 .00 90880.000 24300.00 440.01 .00 .71 .00 5662.63 880.00 908~0.000 37100.00 442.14 2.12 .34 .00 6149.13 880.00 90880.000 44350.00 443.59 1.46 .19 .00 6232.35 880.00 90880.000 60400.00 446.01 2.42 .11 .00 10727.07 880,00 92090.000 24300.00 440.72 .00 .71 .00 5311.93 1210.00 92090.000 37100.00 442.60 1.88 .46 .00 7463.43 1210.00 92090.000 44350.00 443.90 1.30 .31 .00 7948,35 1210.00 92090.000 60400.00 446,20 2.30 .19 .00 12681.22 1210.00 92300.000 24300.00 440.85 .00 .13 .00 6454.84 210.00 92300.000 37100.00 442.70 1,85 .10 .00 7291.79 210.00 92300.000 44350.00 443.97 1.27 .07 .00 ?437.04 210,00 92300.000 60400,00 446.24 2.27 .04 .00 11381.40 210.00 * 93620.000 24300.00 441.90 .00 1.05 .00 3278.92 1320.00 * 93620.000 37100.00 443,62 1.72 .92 ,00 4982.29 1320.00 * 93620.000 44350.00 444.68 1.06 .71 .00 7345.39 1320.00 * 93620.000 60400.00 446.69 2.01 ,45 .00 10914.10 1320.00 * 93670.000 24300.00 442.12 .00 .22 .00 3564.06 50.00 93670.000 37100.00 443.82 1.69 .20 .00 6854.92 50,00 93670,000 44350.00 444.82 1.00 .14 .00 9692.46 50.00 93670.000 60400.00 446.75 1.93 .05 .00 10957.52 50.00 93730.000 24300.00 442.24 .00 .12 .00 2067,72 60.00 * 93730.000 37100.00 443.88 1.64 .06 .00 4077.52 60.00 * 93730.000 44350.00 444.88 1.00 .06 .00 5231.82 60.00 * 93730.000 60400.00 446.77 1.90 .03 .00 10125.95 60.00 93760.000 24300.00 442.49 .00 ,25 .00 2282.21 30.00 93760.000 37100.00 444.16 1.68 .28 .00 4420.79 30.00 93760.000 44350.00 445.04 .87 .16 .00 7799.78 30.00 93760.000 60400.00 446.83 1.79 .05 .00 10152.90 30.00 * 93810.000 24300.00 442.99 .00 .50 .00 5149.56 50.00 * 93810,000 37100.00 444.45 1.46 .29 .00 9166.58 50.00 * 93810.000 44350.00 445.22 .76 .18 .00 10075.15 50.00 * 93810.000 60400.00 446,90 1.69 .07 .00 11007.69 50.00 19JUL96 15:23:10 PAGE 31 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOP~ID XLCH * 97570.000 24300.00 444.01 .00 1.02 .00 8882.05 3760.00 * 97570.000 37100.00 445.32 1.31 .87 .00 90~2.11 3760.00 * 97570.000 44350.00 445.98 .66 .76 .00 9182.02 3760.00 97570.000 60400.00 447.44 1.46 .53 .00 11384.12 3760.00 * 98450.000 24300.00 444.24 .00 .23 .00 7426.82 880.00 * 98450.000 37100.00 445.54 1.31 .22 .00 8024.05 880.00 * 98450.000 44350.00 446.19 .65 .21 .00 8300.03 880.00 * 98450.000 60400.00 447.61 1.42 ,18 .00 10060.41 880.00 99280.000 24300.00 444.66 .00 .42 .00 7963.60 830.00 99280.000 37100.00 445.91 1.25 .37 .00 8207.25 830.00 99280.000 44350.00 446.54 .62 .35 .00 8487.30 830.00 99280.000 60400.00 447.90 1.36 .28 .00 10076.30 830.00 100040.000 24300,00 444.99 .00 .33 .00 8074.81 760.00 100040.000 37100.00 446.22 1.23 .30 .00 8248.01 760.00 100040.000 44350,00 446.83 .61 .29 .00 8536.22 760.00 100040.000 60400.00 448.15 1.32 .25 .00 10089.87 760.00 * 103060.000 24300.00 446.53 .00 1,54 .00 5956.49 3020.00 * 103060,000 37100.00 44?.59 1.06 1.37 .00 8012.32 3020.00 * 103060.000 44350.00 448.11 .52 1.28 .00 85?6.5? 3020.00 * 103060.000 60400.00 449.21 1.10 1,06 .00 9062.54 3020.00 * 106080.000 24300.00 449,09 .00 2.56 .00 56?2.68 3020.00 * 1060~0.000 37100,00 450.11 1.02 2.52 .00 5931.05 3020.00 106080.000 44350.00 450.57 .46 2.46 .00 6543.10 3020.00 106080.000 60400.00 451.45 .88 2.24 .00 7325.99 3020.00 19JUL96 15:23:10 PAGE 32 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 93620.(X)0 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93620.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93620.0(0) PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93620,0(0) PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93670.0(0) PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93~0.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93730.CK)0 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93730.0(0) PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93810.0(0) PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93810.0(0) PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO: 93810.0(03 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93810.0(X) PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.0(03 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.0(0) PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.0(0) PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98450.0(0) PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98450.000 PROFILE: 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98450.(X)0 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 9~450.0(0) PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103(~50.0(0) PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1030~K).0(0) PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 10306~).0(0) PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103~0.0(0) PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 106080.000 PROFILE: 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 106080.0(03 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE APPENDIX E EXISTING CONDITIONS HEC-2 MODEL * HEC-2 WATER SURFACE PROFILES * * U.S. ARMY CORPS OF ENGINEERS * * * HYDROLOGIC ENGINEERING CENTER * Version 4.6.2; May 1991 * * 609 SECOND STREET, SUITE D * * * DAVIS, CALIFORNIA 95616-4687 * RUN DATE 22JUL96 TIRE 08:34:12 * * (916) 756-1104 X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX 22JUL96 08:34:12 PAGE 1 THIS RUN EXECUTED 22JUL96 08:34:12 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* T1 EXISTING CONDITIONS FIS MULTI-PROFILE MODEL T2 IO-YR DISCHARGES T3 ELM FORK TRINITY RIVER T4 ANALYSES BY NATHAN D. MAIER CONSULTING ENGINEERS, INC. [EFFISEXM.IH2) J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 2 439.3 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE I -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 NC .08 .06 .075 .1 .3 QT 4 24300 37100 44350 60400 STARTING WATER SURFACE ELEVATIONS ESTIMATED FROM FIS FLOOD PROFILES X1 90000 40 9412 9733 GR 450 1000 442 1010 440.8 1285 440.7 1810 440 2120 GR 440 2670 434 3300 434 3575 440 4360 446.7 5330 GR 438 5835 438 6525 436.1 6780 447.5 6950 444.8 7480 GR 445 7950 440.2 8630 448 9147 439 9342 438 9412 GR 435 9442 434.4 9452 431.4 9522 431 9557 415.9 9589 GR 409.6 9591 409.6 9645 415.9 9647 427.4 9670 429.2 9689 GR 430.4 9715 430.4 9715 440.5 9733 440 9760 441.2 9810 GR 440 9840 438 10004 438 10690 445 10765 445 14855 X1 90880 45 7725 7990 500 780 880 GR 438 1000 438 1920 440 2230 440 2640 436.9 2870 GR 440.5 3500 436.5 3692 438.5 4080 438.5 4440 445.1 4510 GR 448.5 4860 462.2 4920 457 5530 444 5860 437 6165 GR 437.5 6835 439.5 7315 440 7510 440 7585 439 7600 GR 438 7635 437 7725 435 7760 434.5 7783 432.9 7833 GR 416.5 7866 414.5 7867 414.5 7939 416.5 7940 430.4 7959 GR 431.8 7970 441.3 7990 440.7 8046 440.7 8050 441.8 8099 GR 441.8 8100 440 8245 429.4 8284 429.4 8512 438 8550 GR 438 8600 445 8620 445 12805 445 12915 450 13000 22JUL96 08:34:12 PAGE 2 X1 92090 45 9000 9320 964 1234 1210 GR 452.80 1000 452.40 1100. 444,3 1300 444.20 1400 442.4 1600 GR 441.50 1800 442.50 2100. 437.6 2500 438.9 3475 439.8 4100 GR 440.2 4110 439.9 4210. 435.1 4700 438.9 5100 440.5 5300 GR 440.20 5500 441.4 5600 445 6000 442.3 6080 440.8 6930 GR 441.60 6950 440. 6965 440 8250 446.5 8400 444 8600 GR 446.90 8700 441.2 8800 442.8 8940 445.2 8970 443 9000 GR 427 9135 412.7 9175 410,6 9190 428 9235 426 9260 GR 430 9300 442.5 9320 440.9 9444 444.9 9594 429.8 9634 GR 429.8 9864 439.1 9900 440 10010 445 10025 445 14000 X1 92300 42 7703 7969 210 210 210 GR 438 1000 438 1580 438.6 2280 441.1 2710 438 3080 GR 442.3 3820 438 4450 441.4 4800 437 5080 446.4 5405 GR 437,8 6070 438.2 6660 438 7550 439.7 7618 440.7 7656 GR 437.3 7703 433.8 7718 431.8 7757 427.6 7780 427.2 7804 GR 417.8 7820 415.1 7821 415.1 7862 417.1 7863 421.6 7870 GR 423.3 7875 430.1 7890 431.1 7928 434.9 7938 435.1 7951 GR 439 7969 440.7 8000 440 8158 440 8159 440 8210 GR 429.9 8250 429.9 8480 440 8520 440 8700 445 8712 GR 445 12340 450 12580 NC .07 .06 .06 xl 93620 49 8200 8380 2570 1420 1320. GR 445 1000 445 1080 446 1180 446 1240 441 1530 GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300. GR 443 3720 446,5 3810 449.5 4200 449.5 4520 446.5 4710. GR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470. GR 442.5 5760 445 5970 444 6280 442 6470 444 6660. GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630. GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439.5 8200 GR 418 8230. 420 8260 414.5 8280 437.5 8380. 439 8400. GR 439 8450. 443.5 8590 444.5 9620 443.5 10000 442 10140. GR 445 10220 445 12430 447 12840 450 12940. NC .07 .1 .06 Xl 93670 59 8200 8470. 50 50 50. GR 445 1000 445 1080 446 1180 446 1240 441 1530. GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300. GR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710. GR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470. GR 442.5 5760 445 5970 444 6280 442 6470 444 6660. GR 444 7100 443 7320 439,5 7580 437.5 7610 431 7630. GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439 8200. GR 437.5 8225 437.5 8274 434 8275 434.3 8390 437.2 8391. GR 437.5 8420 439 8470 443.5 8620 444.5 9620 443.5 10000. GR 442 10140 443 10540 444 10650 444 10800 445 10930. GR 442.5 12000 442.5 12110 441 12200 439 12210 441.5 12220. GR 444 12330 443,5 12430 447 12840 450. 12940. 22JUL96 08:34:12 PAGE 3 NC .3 .5 X1 93730 44. 8490 8800 60 60 60. BT 2 8490 443.5 439.6 8800 448.5 444.6 GR 450 1000 447 1420 447 1620 443 2020 442 2480 GR 441.5 3620 442 3820 450 4420 451 4820 447 5220. GR 447 5420 443.5 5820 443.5 6120 445 6380 442 6890 GR 445 7290 443.5 7860 441 7920 439.5 8010 437.5 8030 GR 431 8050 436.5 8090 441.5 8110 444 8120 443.5 8170 GR 443 8370 443.5 8490 439.6 8490 436 8640 418 8650 GR 420 8670 414.5 8700 444.6 8800 448.5 8800 446 8870 GR 446.5 9110 445.5 9310 446 9610 445.5 10320 445 10420 GR 445 12720 445 12820 447 13120 450 13260 xl 93760 30 30 30 X2 1 MC .O7 .O7 .06 SANDY LAKE RD PROPERTY LOCATED IN RT OVERBANK FROM GR STATIONS 8880 TO 10433 REPLACEMENT GR POINTS BASED ON FIELD SURVEY BY NDMCE (MARCH 1996) X1 93810 67 8200 8450 50 50 50 GR 445 1000 445 1080 446 1180 446 1240 441 1530 GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300 GR 443 3720 446.5 3810 449,5 4200 449.5 4520 446.5 4710 GR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470 GR 442.5 5760 445 5970 444 6280 442 6470 444 6660 GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630 GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439.5 8200 GR 418 8230 420 8260 414.5 8280 437.5 8380 439 8400 GR 439 8450 443.5 8590 443.6 8880 444.0 8905 444.0 9270 GR 443.9 9617 444.9 9714 444.3 9767 444.0 9956 443.8 10114 GR 444.0 10137 444.0 10327 445.0 10394 445.6 10433 443 10540 GR 444 10650 444 10800 445 10930 442.5 12000. 442.5 12110 GR 441 12200 439 12210 441 12220 444 12330. 443.5 12430 GR 447 12840 450 12940. NC .07 .09 .06 .1 .3 X1 97570 56 5490 5680 2100 1700 3760 GR 450 600 446 820 444 880 444 1150 442 1420 GR 442 1870 440 2180 440 3800 442 3820 444 4030 GR 444 4220 440 4360 440 5200 442 5330 442 5460 GR 440 5470 433 5490 423 5525 423 5575 433 5610 GR 436 5630 440 5680 440 5920 442 6000 442 6680 GR 440 6750 438 6830 438 7200 440 7350 433.2 7360 GR 433.2 7440 440 7470 440 7500 442 8000 442 8150 GR 440 8160 440 8175 433.2 8200 433.2 8265 440 8270 GR 442 8350 442 9230 444 9520 440 9630 434 9655 GR 428 9670 428 9685 434 9700 440 9710 444 9760 GR 446 10005 446.3 10275 446 105~0 446 11000 446 12100 GR 450 12170 22JUL96 08:34:12 PAGE 4 Xl 98450 49 4035 4215 800 700 880 GR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 GR 442 1840 440.5 2500 441.2 2925 442.5 3080 443 3180 GR 443 3700 444.5 3880 444.9 4000 445.7 4035 426.9 4090 GR 426 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442.1 5600 444.5 5685 443 6640 442.5 6700 GR 442.5 6800 441.4 7000 440.2 7115 439.8 7500 440 7600 GR 441.6 7800 442 8200 443.6 8800 443,5 8900 446.5 9000 GR 446.5 9100 447.5 9185 447.3 9235 428.3 9265 428,5 9305 GR 446 9325 447.5 9800 446 10400 446.9 10900 446.5 11000 GR 448 11100 455 11200 457.5 11300 459.2 11420 X1 99280 49 4035 4215 750 750 830 GR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 GR 442 1840 440.5 2500 441.2 2925 442.5 3080 443 3180 GR 443 3700 444.5 3880 444.9 4000 445.7 4035 428.9 4090 GR 428 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443,4 5500 442.1 5600 442,5 5685 443 6640 442.5 6700 GR 442.5 6800 441.4 7000 440.2 7115 439,8 7500 440 7600 GR 441.6 7800 442 8200 443.6 8800 443.5 8900 446.5 9200 GR 446.5 9300 447,5 9335 447.3 9385 428.3 9415 428.5 9455 GR 446 9475 447.5 9800 447 10400 446.9 10900 447 11000 GR 448 11100 455 11200 457.5 11300 459,2 11420 xl 100040 49 4035 4215 760 760 760 GR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 GR 442 1840 440.5 2500 441.2 2925 442.5 3080 443 3180 GR 443 3700 444.5 3880 444.9 4000 445.7 4035 430.9 4090 GR 430 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442.1 5600 444.5 5685 443 6640 442.5 6700 GR 442.5 6800 441.4 7000 440.2 7115 439.8 7500 440 7600 GR 441.6 7800 442 8200 443.6 8800 443.5 8900 446.5 9200 GR 446.5 9350 447.5 9600 447.3 9650 428.3 9680 428.5 9720 GR 446 9740 447,5 9800 447 10400 446.9 10900 447 11000 GR 448 11100 455 11200 457,5 11300 459.2 11420 X1 103060 96 3333. 3533. 1850.0 1775.0 3020.0 GR 455.5 1000. 451.7 1023. 448.7 1146. 447,7 1154. 446.6 1229. GR 444.8 1630. 444.9 1638. 446.0 1646. 445.7 2153. 445.8 2245. GR 446.6 2479. 447.5 2599. 447.9 2675, 448.0 2746. 445.2 2846. GR 445.2 2946. 448.3 3061. 448.3 3075. 449.0 3213. 449.2 3306. GR 449.6 3333. 438.7 3385. 434.9 3438. 431.4 3449. 430.0 3470. GR 439.9 3498. 447.5 3533, 448.2 3574. 446.5 3584. 446.9 3605. GR 448.4 3656. 448.5 3703. 447.6 3851. 446.6 4531. 444.0 4664. GR 444.3 4700. 445.3 4782. 445.6 4870. 445.5 4880. 446.4 4962. GR 444.7 5302. 443.9 5354. 442,7 5364. 442,6 5405. 444,4 5416. GR 443.8 5549. 442.3 5560, 442.3 5570. 443.8 5580. 444.0 5891. GR 443.8 5949. 444.0 6047. 443.8 6208. 443.7 6241. 443.2 6353. GR 443.3 6727. 443.5 6825, 443.6 6846. 444.2 7019. 444.2 7402. GR 444.2 7408. 444.8 7823. 445.2 7947, 444.7 7992. 444.3 8019. GR 444.6 8089. 445.4 8173. 446.5 8381, 446.5 8527. 446.6 8564. GR 447.4 8770. 447.4 8819. 437.9 8848. 438.1 8887. 446.9 8906. GR 447.8 8964. 447.8 9089. 445.0 9182. 446.4 9223. 447.1 9285. 22JUL96 08:34~12 PAGE 5 GR 447.8 9315. 439.8 9326. 433.2 9367. 439.7 9398. 440.9 9439. GR 444.9 9460. 447.6 9490. 447.4 9548. 447.3 9655, 446.6 9912. GR 447.5 10034. 448.0 10132. 449.4 10229. 453,6 10326. 455.5 10423. GR 457.1 10540. X1 106080 52 2630. 2850. 1850.0 1775.0 3020,0 GR 460 1000 453.5 1160 450 1440 451 1870 453 2220 GR 447.5 2290 447.5 2360 453.5 2440 453.5 2630 439.5 2730 GR 432.5 2740 430 2760 444 2800 452 2850 453.5 2890 GR 450 2900 453 2970 451 3160 450 3820 445 3950 GR 449 4150 445.5 4570 444 4620 441.5 4630 441.5 4670 GR 445 4680 444 4810 441 4820 441 4830 444 4840 GR 446 5450 447 6070 446.5 6610 446.5 7020 447 7140 GR 445 7210 446.5 7360 446.5 7740 448.5 8250 443 8340 GR 446 8380 447.5 8440 449 8470 433 8480 420 8520 GR 433 8550 435,5 8590 443.5 8610 449 8640 448.5 8800 GR 446.5 9050 455 9660 22JUL96 08:34:12 PAGE 6 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 XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 1 0 CCHV= .100 CEHV= .300 *SECNO 90000.000 3265 DIVIDED FLOW 9(X)O0.O00 29.70 439.30 .00 439.30 439.44 .14 .00 .00 438.00 24300.0 8589.6 14724.1 986.3 6422,9 4011.2 970.1 .0 .0 440.50 .00 1.34 3.67 1.02 .080 .075 .060 .000 409.60 2743.50 .001262 O. O. O. 0 0 0 .00 3794.98 10703.93 *SECNO 90880.000 3265 DIVIDED FLOg 3280 CROSS SECTION 90880.00 EXTENDED 2.01 FEET 90880.000 25.51 440.01 .00 .00 440.11 .09 .66 .00 437.00 24300,0 6323.8 9510.2 8466.0 8318.5 3452.1 2973.1 195.3 60.6 441.30 .09 .76 2.75 2.85 .080 .075 .060 .00(2 414.50 100(].00 .000~3 50(]. 880. 780. 2 0 0 .00 5662.63 8605.75 *SECNO 92090.000 3265 DIVIDED FLOW 92090.000 30.12 440.72 .00 .00 440.80 .08 .70 .00 443.00 24300.0 6143.5 10170.0 7986.5 8036.2 3973.4 3025.8 564.4 186.0 442.50 .24 .76 2.56 2.64 .080 .075 .060 .000 410.60 2245.10 .~551 964. 1210. 1234. 2 0 0 .00 5311.93 10012.17 *SECNO 92300.000 3265 DIVIDED FLOW 3280 CROSS SECTION 92300.00 EXTENDED 2.85 FEET 92300.000 25.75 440.85 .00 .00 440.92 .06 .11 .00 437.30 24300.0 8308.5 8153.2 7838.3 11536.0 3438.5 3298.8 644.7 214.3 439.00 .27 .72 2.37 2.38 .080 .075 .060 .000 415.10 1000.00 .000498 210. 210. 210. 0 0 0 .00 6454.84 8702.04 22JUL96 08:34:12 PAGE 7 SECNO DEPTH CgSEL CRIgS 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 $STA SLOPE XLOBL XLCH XLOBR ITRiAL IDC ICONT CORAR TOPgID ENDST *SECNO 93620.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE~ KRATIO = .68 93620.000 27.40 441.90 .00 .00 442.22 .31 1.23 .08 439.50 24300.0 6911.1 16868,3 520.7 5575.5 3165.1 349,4 1309.0 483.3 437.50 .39 1.24 5.33 1.49 .070 .060 .060 .000 414.50 1477.60 .001091 2570. 1320. 1420. 2 0 0 ,00 3278.92 8540.33 *SECNO 93670.000 3265 DIVIDED FLOg 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .51 93670.000 11,12 442.12 .00 .00 442.32 .20 .10 .01 439.00 24300,0 15896,3 8106.0 297.8 6301.2 1585.8 253.4 1318.8 487.2 439.00 .40 2.52 5.11 1.18 .070 .060 .100 .000 431.00 1464.70 .004114 50. 50. 50. 2 0 0 .00 3564.06 12247.54 CCHV= .300 CEHV= .500 *SECNO 93730.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 443.50 MAX ELLC= 444.60 93730.000 27.74 442.24 .00 .00 442.77 .53 .28 .16 443.50 24300.0 4777.7 19522.3 ,0 1521.7 3095.4 .0 1327.6 491.1 448.50 .40 3.14 6.31 .00 .070 .060 .000 .000 414.50 2368.73 .005422 60. 60. 60. 2 0 0 -216.37 2067.72 8792.17 *SECNO 93760.000 22JUL96 08:34:12 PAGE 8 SECNO DEPTH CgSEL 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 $STA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPgID ENDST 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 443.50 MAX ELLC= 444.60 93760.000 27.99 442.49 .00 .00 442.95 .46 .16 .02 443.50 24300.0 5569.6 18730.4 .0 1983.5 3127.7 .0 1331.0 492.6 448.50 .40 2.81 5.99 .00 .070 .060 .000 .000 414.50 2255.28 .005038 30. 30. 30. 2 0 0 -258.65 2282.21 8792.99 *SECNO 93810.0~ 3265 DIVIDED FLOW 3302 gARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.79 93810.000 28.49 442.~ .00 .00 443.12 .12 .07 .10 439.50 24300.0 10454.1 13428.5 417.4 9174.3 3655.6 598.4 1341.6 496.6 439.00 .41 1.14 3.67 .70 .070 .060 .070 .0(0~ 414.50 1414.44 .~49 50. 50. 50. 2 0 0 .00 4657.68 12293.05 CCHV= .10(] CEHV= .300 *SECNO 97570.0(]0 3302 gARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.76 97570.000 21.01 444.01 .00 .00 444.03 .02 .91 .01 433.0(3 24300.0 9602.8 5483.4 9213.8 13393.3 2~3.0 13783.9 2439.0 809.7 440.00 1.15 .72 2.06 .67 .070 .060 .090 .000 423.00 879.52 .0(0)209 2100. 3760. 170(3. 4 0 0 .00 ~2.42 9761.95 *SECNO 98450.000 3265 DIVIDED FLOg 3302 gARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .60 22JUL96 08:34:12 PAGE 9 SECNO DEPTH CWSEL CRIWS gSELK 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 98450.0(0) 18.24 444.24 .00 .00 444.31 .07 .26 .01 445.70 243CX~.0 8935,7 7944.5 7419.8 7838.2 2381.7 8303.2 2862.3 950.1 443.00 1.27 1.14 3.34 .89 .070 .060 .090 .~ 426.00 1028.97 .0005~ 800. 880. 700. 2 0 0 .00 7430.02 9322.99 *SECNO 99280.000 3265 DIVIDED FLOW ~2~.O(X] 16.66 444.66 .00 .00 444.70 .04 .39 .00 445.70 24300.0 9519.7 5962.8 8817.5 ~47.5 2186,7 11377.4 3220.7 1082.9 443.00 1.43 1.05 2.73 .78 .070 .060 .090 .0(0~ 428,00 1027.16 .000441 750. 830. 750. 2 0 0 .00 7964.18 9473.47 *SECNO 100040.(X)0 3265 DIVIDED FLOW 10(0)40.000 16.69 444.99 .00 .00 445.02 .03 .32 .00 445.70 24300.0 10465.8 4774.9 9059.3 10(]14.7 1974.9 11945.4 3626.7 1222.8 443.00 1,60 1.05 2.42 ,76 .070 .060 .090 ,000 428.30 1025.75 .C~)0395 760. 760. 760. 2 0 0 .00 8074.98 9738.85 *SECNO 103060.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .44 103060.000 16.53 446.53 .00 .00 446.66 .13 1.61 .03 449.(:~] 24300.0 891.8 7347.4 16060.8 1060.5 1568.7 9997.9 4431.8 1517.6 447.50 1.83 .84 4.68 1.61 .070 .060 .090 .0(0) 430.00 1242.52 .(~2067 1850. 3020, 1775. 2 0 0 .00 5956.52 9478,21 *SECNO 106080.0(0] 3265 DIVIDED FLOW 22JUL96 08:34~12 PAGE 10 SECNO DEPTH CWSEL CRIgS WSELK EG HV HL OLOS$ L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR gTN ELMIN SSTA SLOPE ×LOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOP,ID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGEr KRATIO = 1.63 106080.000 29.09 449.09 .00 .00 449.13 .04 2.46 .01 453.50 24300.0 105.2 3752.7 20442.1 143.2 1379.1 15904.3 5087.3 1760.9 452.00 2.21 .73 2.72 1.29 .070 .060 .090 .000 420.00 2269.88 .000775 1850. 3020. 1775. I 0 0 .00 5672.68 9235.20 22JUL96 08:34:12 PAGE 11 T1 EXISTING CONDITIONS FIS MULTI-PROFILE MODEL T2 50-YR DISCHARGES T3 ELM FORK TRINITY RIVER J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 3 441.8 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLD¢ ISW CHNIM ITRACE 2 -1 22JUL96 08:34:12 PAGE 12 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 XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT ¢ORAR TOPWID ENDST *PROF 2 0 CCHV= .100 CEHV: .300 *SECNO 90000.000 3265 DIVIDED FLOW 90000.000 32.20 441.80 .00 441.80 441.86 .06 .00 .00 438.00 37100,0 19069.3 13512.7 4518.0 16353.5 4812.4 3281.2 .0 .0 440.50 .00 1.17 2.81 1.38 .080 .075 .060 .000 409.60 1055.84 .000585 O. O. O. 0 0 0 .00 6597.43 10730.71 *SECNO 90880.000 3265 DIVIDED FLOW 3280 CROSS SECTION 90880,00 EXTENDED 4.14 FEET 90880.000 27.64 442.14 .00 .00 442.19 .05 .33 .00 437.00 37100.0 17890.9 9581.9 9627.2 19341.1 4012.9 4037.5 359.5 80.9 441.30 .11 .93 2.39 2.38 .080 .075 .060 ,000 414.50 1000.00 .000414 500. 880. 780. 2 0 0 .00 6149.13 8611.82 *SECNO 92090.000 3265 DIVIDED FLOW 92090,000 32,00 442.60 .00 .00 442.66 .06 .47 .00 443.00 37100,0 16504.1 10863.5 9732.4 18383.2 4550.3 3965.6 1009.2 237.0 442.50 .29 ,90 2.39 2.45 .080 .075 .060 .000 410.60 1577.82 .000434 964. 1210. 1234. 2 0 0 .00 7463.43 10017.80 *SECNO 92300.000 3265 DIVIDED FLOW 3280 CROSS SECTION 92300.00 EXTENDED 4.69 FEET 92300.000 27.60 442.70 .00 .00 442.74 .04 .08 .00 437.30 37100.0 19050.9 8539.7 9509.4 22571.8 3929.0 4654.5 1149.2 272.6 439.00 .33 .84 2.17 2.04 .080 .075 .060 .000 415.10 1000.00 ,000350 210. 210. 210. 1 0 0 .00 7291,79 8706.47 22JUL96 08:34:12 PAGE 13 SECNO DEPTH CgSEL 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 *SECNO 93620.000 3265 DIVIDED FLOg 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .61 93620.000 29.12 443.62 .00 .00 443.85 .23 1.05 .06 439.50 37100.0 17494.9 18310.5 1294.6 11694.0 3474.3 837.7 2361.7 611.1 437.50 .49 1.50 5.27 1.55 .070 .060 .060 .0(~) 414.50 1377.99 .~942 2570. 1320. 1420. 2 0 0 .00 4982.29 10183.22 *SECNO 93670.000 3265 DIVIDED FLOW 93670.0(0] 12.82 443.82 .00 .00 443.93 .11 .06 .01 439.00 37100.0 27148.1 8281.0 1670.8 12603.5 2042.4 2076.9 2380.5 617.9 439.00 .49 2.15 4.05 .80 °070 .060 .100 .0(0] 431.00 1366.62 .0(]1847 50. 50. 50. 2 0 0 .00 6854.92 12467.12 CCHV= .3(]0 CEHV= .500 *SECNO 93730.000 3265 DIVIDED FLOg 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .55 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 443.50 MAX ELLC= 444.~) 93730.0(~ 29.38 443.88 .00 .00 444.23 .35 .19 .12 443.50 37100.0 17817.0 19283.0 .0 5804.5 3247.7 .0 2398.2 625.4 448.50 .50 3.07 5.94 .00 .070 .060 .0(~ .0(0) 414.50 1932.05 .(]06209 60. 60. 60. 2 0 0 -563.28 4077.52 8797.61 *SECNO 93760.000 22JUL96 08:34:12 PAGE 14 SECNO DEPTH CWSEL CRIWS USELK 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 3265 DIVIDED FLOg 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRDTM 443.50 MAX ELLC= 444.60 93760.0(0] 29.66 444.16 .00 .00 444.43 .27 .17 .03 443.50 37100.0 19935.3 17164,7 .0 6939.7 3266.8 .0 2404.9 628.3 448.50 .50 2.87 5.25 .00 .070 .060 .000 .000 414.50 1903.27 .005214 30. 30. 30. 2 0 0 -632.87 4420.79 8798.56 *SECNO 93810.0~ 3265 DIVIDED FLOg 3302 gARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.~ 93810.0(03 29.95 444.45 .00 .00 444.55 .10 .07 .05 439.50 37100.0 20126.8 14908.2 2065.0 15636.0 4019.8 3250.9 2423.9 636.0 439.0(] .51 1.29 3.71 .64 .070 .060 .070 .000 414.50 1329.94 .(](3(]583 50. 50. 50. 0 0 0 .00 9031.24 12541.21 CCHV= .10(] CEHV= .300 *SECNO 97570.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.69 97570.000 22.34 445.34 .00 .00 445.36 .02 .80 .01 433.00 37100.0 16485.2 6296.7 14318.1 19507.4 2913.9 19280.7 4009.9 1045.2 440.00 1,18 .85 2.16 .74 .070 .060 .(~0 ,0(0) 423.(]0 839.91 .0(0)204 2100. 3760. 1700. 4 0 0 .00 9083.80 ~23.71 *SECNO 9~50.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .63 22JUL96 08:34:12 PAGE 15 SECNO DEPTH CgSEL CRIg$ gSELK 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 TOPgID ENDST 98450,0(0) 19.55 445.55 .00 .00 445.61 ,05 .24 .01 445.70 37100.0 15060.8 8548.4 134~.8 11691.7 2614,9 14578.7 4624.3 1192.2 443.00 1.31 1.29 3.27 .93 .070 .060 .090 .C)00 426.00 1023.35 .0(0)516 800. 880. 700. 2 0 0 .00 8024.8~ 9324.49 *SECNO 99280.000 3265 DIVIDED FLOW 99280.000 17,92 445.92 .00 .00 445.96 .03 .35 .00 445.70 37100.0 15289.7 6626.4 15183.8 12801.4 2411.2 17600.2 5160,1 1332.3 443.00 1.47 1,19 2.75 ,86 .070 .060 .0~ .000 428.00 1021.77 .000403 750. 830. 750, 2 0 0 .00 8208.03 9474.91 *SECNO 1C)0040.000 3265 DIVIDED FLOW 10(0340.0(0) 17,92 446.22 .00 .00 446.25 .03 .29 ,00 445.70 37100.0 16333,6 5472.7 15293,7 13709.3 2195.4 18076.5 5742.8 1475.8 443.0(3 1.64 1.19 2.49 .85 .070 .060 ,090 .000 428.30 1020.48 .000372 760. 760. 760. 2 0 0 .00 8248,~ 9748.87 *SECNO 103050.0(0) 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .46 103060.0(03 17.59 447,59 .00 .00 447.69 .10 1.42 ,02 449.60 37100.0 3493.6 ~)22.4 25584.0 2723.1 1764.4 15456,9 6912.2 1816.6 447.50 1.89 1.28 4.55 1.~ .070 .050 .090 .0(0) 430.00 1161.36 .001782 1850. 3020. 1775. 2 0 0 .00 8014.72 1(3052.03 *SECNO 106080.0(0) 3265 DIVIDED FLOW 22JUL96 08:34:12 PAGE 16 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 XNR ~TN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPgID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.40 1~080.000 30.11 450.11 .~ .00 450.15 .05 2.46 .01 453.50 37100.0 288.2 4735.2 32076.7 273.8 1560.7 21488.4 7843.8 2107.8 452.00 2.22 1.05 3.03 1.49 .070 .~0 .090 .0(02 420.0(3 1431.50 .(X)0905 1850. 3020. 1775. 2 0 0 .00 5937.68 9308.80 22JUL96 08:34:12 PAGE 17 T1 EXISTING CONDITIONS FIS MULTI-PROFILE MODEL T2 IO0-YR DISCHARGES T3 ELM FORK TRINITY RIVER J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 4 443.4 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBg CHNIM ITRACE 3 -1 22JUL96 08:34:12 PAGE 18 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 XNEH XNR gTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 3 0 CCHV= .100 CEHV= .3(]0 *SECNO 90000.000 3265 DIVIDED FLOW ~.0(0) 33.80 443,40 .00 443.40 443.43 .04 .00 .00 438.00 44350.0 25811.4 12083.8 6454.8 25442.1 5326.0 4891.3 .0 .0 440.50 .00 1.01 2.27 1.32 .080 .075 .0~) .000 4(~.60 1008.25 .0(0)334 O. O. O. 0 0 0 .0(] 7377.92 10747.86 *SECNO 90880.000 3265 DIVIDED FLOW 3280 CROSS SECTION 90880.00 EXTENDED 5.59 FEET 90880.0(03 29.09 443.59 .C~) .00 443.63 .04 .20 .00 437.00 44350.0 25157.1 9146,5 10046.4 27077.2 43~.5 4947.9 487.7 85.9 441.30 .13 .93 2.08 2.03 .080 .075 .060 .0(0] 414.50 1000.00 .0(0)277 500. 880. 780, 2 0 0 .00 6232.35 8615.98 *SECNO 92090.000 3265 DIVIDED FLOW 92090.000 33.30 443.90 .00 .00 443.94 .04 .31 .00 443.00 44350.0 23958.6 10376.2 10015.2 27200.6 4967.1 4792.2 1356.4 248.5 442.50 .33 .88 2.09 2.09 .080 .075 .060 .(X)O 410.60 1432.86 ,0(~300 964. 1210. 1234. 2 0 0 .00 7948.35 10021.71 *SECNO 92300.000 3265 DIVIDED FLOW 3280 CROSS SECTION 92300.00 EXTENDED 5.96 FEET 92300.0(0) 28.87 443.97 .00 .00 444,00 .03 .06 .00 437.30 44350.0 260(]4.8 8243.7 10101.5 30653.0 4267.0 5593.6 1543.1 285.6 439.00 .38 .85 1.93 1.81 .080 .075 .060 .0(0) 415.10 1000.00 .000248 210. 210. 210. 0 0 0 .00 7437.04 8709.52 22JUL96 08:34:12 PAGE 19 SECNO DEPTH CgSEL CRIgS gSELK 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 *SECNO 93620.000 3265 DIVIDED FLOg 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE~ KRATIO = .59 93620.000 30.18 444.68 .00 .00 444.84 .16 .80 .04 439.50 44350.0 24519.0 17371.4 2459.6 16872.8 3665.6 2225.0 3192.8 681.3 437.50 .59 1.45 4.74 1.11 .070 .060 .060 .000 414.50 1316.32 .000709 2570. 1320. 1420. 2 0 0 .00 7345.39 10211.58 *SECNO 93670.000 3265 DIVIDED FLOg 93670.000 13.82 444.82 .00 .00 444.89 .07 .04 .01 439.00 44350.0 32619.7 7891.1 3839.2 17664.9 2313.1 5408.6 3220.4 691.1 439.00 .60 1.85 3.41 .71 .070 .060 .100 .000 431.00 1308.47 .001108 50. 50. 50. 2 0 0 .00 9692.46 12584.57 CCHV= .300 CEHV= .500 *SECNO 93730.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE~ KRATIO = .49 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 443.50 MAX ELLC= 444.60 93730.000 30.38 444.88 .00 .00 445.07 .20 .12 .06 443.50 44350.0 29046.9 15303.1 .0 10130.9 3317.0 .0 3247.1 701.4 448.50 .60 2.87 4.61 .00 .070 .060 .000 .000 414.50 1832.62 .004534 60. 60. 60. 0 0 0 -801.37 5231.82 8800.00 *SECNO 93760.000 22JUL96 08:34:12 PAGE 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 XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 443.50 MAX ELLC= 444.60 93760.000 30.54 445.04 .00 .00 445.21 .17 .13 .01 443.50 44350.0 29999.4 14341.5 9.1 10946.3 3331.7 87.9 3256.7 705.9 448.50 .60 2.74 4.30 .10 .070 .060 .100 .000 414.50 1816.35 .003997 30. 30. 30. 2 0 0 -837.13 7799.78 12825.48 *SECNO 93810.000 3265 DIVIDED FLOg 3280 CROSS SECTION 93810.00 EXTENDED .21 FEET 3302 WARNING; CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.85 93810.000 30.71 445.21 .00 .00 445.29 .08 .05 .03 439.50 44350.0 25224.9 14792.8 4332.4 19771.0 4210,3 6235.5 3282.3 716.1 439.00 .61 1.28 3.51 .69 .070 .060 .070 .000 414.50 1000.00 .000492 50. 50. 50. 2 0 0 .00 10032.21 12630.45 CCHV= .100 CEHV= .300 *SECNO 97570.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.57 97570.000 22.99 445.99 .00 .00 446.01 .02 .72 .01 433.00 44350.0 20448.5 6687.9 17213.6 22569.2 3038.7 22095.5 5168.6 1148.8 440.00 1.25 .91 2.20 .78 .070 .060 .090 .000 423.00 820.20 .000200 2100. 3760. 1700. 4 0 0 .00 9183.99 10004.19 *SECNO 98450.000 3265 DIVIDED FLOg 22JUL96 08:34:12 PAGE 21 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 XNR ~TN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOP, ID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATiO = .65 98450.000 20.20 446.20 .00 .00 446.25 .05 .23 .01 445.70 44350.0 18399.3 8847.2 17103.5 13649.9 2731.9 17758.8 5879.7 1299.0 443.00 1.38 1.35 3.24 .96 .070 .060 .090 .000 426.00 1020.56 .000479 800. 880. 700. 2 0 0 .00 8314.99 10512.32 *SECNO 99280.000 3265 DIVIDED FLOW 99280.000 18.55 446.55 .00 .00 446.58 .03 .33 .00 445.70 44350.0 18489,5 6986.9 18873.7 14686.9 2523.8 20793.7 6505.6 1444.0 443.00 1.54 1.26 2.77 .91 .070 .060 .090 .000 428.00 1019.09 .000385 750. 830. 750. 2 0 0 .00 8489.66 9593.32 *SECNO 100040.000 3265 DIVIDED FLOW 100040.000 18.53 446.83 .00 .00 446.86 .03 .28 .00 445.70 44350.0 19571.4 5838.9 18939.7 15557.3 2305.7 21258.9 7178.4 1592.5 443.00 1.71 1.26 2.53 .89 .070 .060 .090 .000 428.30 1017.85 .000360 760. 760. 760. 2 0 0 .00 8538.46 9773.39 *SECNO 103060.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .47 103060.000 18.11 448.11 .00 .00 448.20 .09 1.32 ,02 449.60 44350.0 5196.8 8264.8 30888.4 3672.9 1864.4 18755.5 8546.6 1950.8 447.50 1.97 1.41 4.43 1.65 .070 .060 .090 .000 430.00 1150.69 .001601 1850. 3020. 1775. 2 0 0 .00 8577.51 10139.90 22JUL96 08:34:12 PAGE 22 SECNO DEPTH CgSEL CRIgS gSELK 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 gTN ELMiN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPgID ENDST *SECNO 106080.000 3265 DIVIDED FLOg 106080.000 30.57 450.57 .00 .00 450.62 .05 2.42 .00 453.50 44350.0 431.5 5250.9 38667.7 420.2 1647.3 24144.8 9629.3 2266.4 452.00 2.27 1.03 3.19 1.60 .070 .060 .090 .000 420.00 1394.46 .000970 1850. 3020. 1775. 2 0 0 .00 6543.02 9342.03 I I i ; I i i i 22JUL96 08:34:12 PAGE 23 T1 EXISTING CONDITIONS FIS MULTI-PROFILE MODEL T2 500-YR DISCHARGES T3 ELM FORK TRINITY RIVER J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 5 445.9 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 -1 22JUL96 08:34:12 PAGE 24 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 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 *PROF 4 0 CCHV= .1C~] CEHV= .30(3 *SECNO 90000.000 3265 DIVIDED FLOW 3280 CROSS SECTION 9(X)O0.O0 EXTENDED .90 FEET 90000.0(0~ 36.30 445.90 .00 445.90 445.92 .02 .00 .00 438.0(3 60400.0 38415.5 11339.7 10644.8 42480.5 6128.5 11138.5 .0 .0 440.50 .00 .90 1.85 .96 .080 .075 .060 .000 409.60 10(35.13 .000184 O. O. O. 0 0 0 .00 1316JL99 14855.00 *SECNO 90880.0(]0 3265 DIVIDED FLOW 3280 CROSS SECTION 90880.00 EXTENDED 8.01 FEET 90880.000 31.51 446.01 ,00 .00 446.03 .02 .11 .00 437.00 6040(].0 38229.3 9193.6 12977.2 40146.5 5040.0 10820.3 783.6 172.0 441.30 .15 ,95 1.82 1.20 .080 .075 .060 .0(0) 414.50 10(03,00 ,000178 500. 880. 780. 2 0 0 .00 10727.07 12932.19 *SECNO 92090.000 3265 DIVIDED FLOW 3280 CROSS SECTION 92090.00 EXTENDED 1.21 FEET 9209~).000 35.60 446.20 .00 .00 446.22 .02 .19 .00 443.(~) 604~.0 37682.4 9997.5 12720.0 44283.6 5704.7 11201.8 2179.0 462.5 442.50 .43 .85 1.75 1.14 .080 .075 .060 .0(0~ 410.60 1252.86 .(~30175 964. 1210. 1234. I 0 0 .00 12~1.22 140(0).00 *SECNO 9230(3.00(] 22JUL96 08:34:12 PAGE 25 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 XNR ~TN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3265 DIVIDED FLOg 3280 CROSS SECTION 92300.00 EXTENDED 8.24 FEET 92300.000 31.14 446.24 .00 .00 446.26 .02 .03 .00 437.30 60400.0 38959.5 8201.2 13239.3 45563.2 4871.8 11812.3 2476.6 520.5 439.00 .49 .86 1.68 1.12 .080 .075 .060 .000 415.10 10(0).00 .0(0)158 210. 210. 210. 0 0 0 .00 11381.40 12399.46 *SECNO 93620.000 3265 DIVIDED FLOW 3280 CROSS SECTION 93620.00 EXTENDED 1.69 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .65 93620.000 32.19 446.69 .00 .00 446.76 .07 .49 .01 439.50 60400.0 36498.6 14664.8 9236.6 28705.5 4027.1 9952.3 5157.0 1055.3 437.50 .81 1.27 3.64 .93 .070 .060 .050 .000 414.50 1000.{)0 .000369 2570. 1320. 1420. 2 0 0 .00 10914.10 12776.92 *SECNO 93670.000 3265 DIVIDED FLOW 3280 CROSS SECTION 93670.00 EXTENDED 1.75 FEET 93670.000 15.75 446.75 .00 .{)00 446.78 .04 .02 .00 439.{)0 604{)0.0 43057.6 7382.3 9960.1 29105.4 2833.0 13539.8 5207.6 1057.9 439.{)0 .82 1.48 2.61 .74 .070 .050 .1{)0 .000 431.{)0 10{)0.{)0 .{)00493 50. 50. 50. 2 0 0 .00 10957.52 12810.14 CCHV= .300 CEHV= .500 *SECNO 93730.000 3265 DIVIDED FLOg 22JUL96 08:34:12 PAGE 26 SECNO DEPTH CgSEL CRIWS gSELK 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 gTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE~ KRATIO = .54 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 443.50 MAX ELLC= 444.60 93730.000 32.27 446.77 .00 .00 446.85 .08 .05 .02 443.50 60400.0 45846.1 9698.2 4855.7 20186.8 3590.2 5956.1 5259.4 1082.4 448.50 .83 2.27 2.70 .82 .070 .060 .100 .000 414.50 1642.91 .001711 60. 60. 60. 0 0 0 -1116.32 10125.95 13085.64 *SECNO 93760.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 443.50 MAX ELLC= 444.60 93760.000 32.33 446.83 .00 .00 446.91 .08 .05 .00 443.50 60400.0 45847.2 9502.9 5049.9 20509.1 3602.0 6200.8 5280.1 1089.4 448.50 .83 2.24 2.64 .81 .070 .060 .100 .000 414.50 1637.14 .001634 30. 30. 30. 2 0 0 -1122.40 10152.90 13094.29 *SECNO 93810.000 3265 DIVIDED FLOW 3280 CROSS SECTION 93810.00 EXTENDED 1.91 FEET 3302 gARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.30 93810.000 32,40 446.90 .00 .00 446.94 .05 .03 .01 439.50 60400.0 35606.3 13735.7 11057.9 30061.9 4633.9 13479.5 5325.2 1101.5 439.00 .84 1.18 2.96 .82 .070 .060 .070 .000 414.50 1000.00 .000308 50. 50. 50. 1 0 0 .00 11007.37 12828.95 CCHV= .100 CEHV= ,300 *SECNO 97570.000 97570.000 24.45 447.45 .00 .00 447.46 .02 .52 .00 433.00 60400.0 29002.3 7230.2 24167.5 29407.3 3314.6 31338.3 7976.2 1599.9 440.00 1.45 .99 2.18 .77 .070 .060 .090 .000 423.00 740.50 .000175 2100. 3760. 1700. 3 0 0 .00 11384.79 12125.29 22JUL96 08:34:12 PAGE 27 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 XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 98450.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE~ KRATIO = .67 98450.0(0) 21.62 447.62 .00 .00 447.~ .04 .19 .01 445.70 60400.0 25431.6 9221.7 25746.7 17956.2 29~.8 26535.6 8939.9 1781.9 443.00 1.59 1.42 3.09 .97 .070 .060 .090 .000 426.00 1014.45 .000386 800. 880. 700(]. I 0 0 .00 1~0.84 11075.29 *SECNO 99280.000 99280.(]0(3 19.90 447.9~) .00 .00 447.94 .03 .27 .00 445.70 60400.0 25307.0 7552.4 27540.6 18784.9 2768.1 29222.5 9791.0 1955.6 443.00 1.75 1.35 2.73 .94 .070 .060 .090 .000 428.00 1013.27 .000330 750. 830. 750. 2 0 0 .00 10077.09 11090.36 *SECNO 100040.000 10(0)40.0(0) 19.85 448.15 .00 .00 448.18 .03 .25 .00 445.70 60400.0 26369.6 6444.1 27586.4 19539.0 2543.1 29859.1 10687.1 2131.6 443.00 1.92 1.35 2.53 .92 .070 .060 .090 .0(0) 428.30 1012.20 .000316 760. 760. 760. 2 0 0 .00 10089.99 11102.19 *SECNO 103060.000 3265 DIVIDED FLOg 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .50 103060.000 19.21 449.21 .00 .00 449.29 .07 1.09 .01 449.60 60400.0 9348.4 8576.5 42475.1 5881.8 2079.3 26028.5 12525.8 2531.7 447.50 2.19 1.59 4.12 1.63 .070 .C~O .090 .0(0) 430.00 1124.97 .(301242 1850. 3020. 1775. 2 0 0 .00 9063.12 10216.05 *SECNO 106080.000 3265 DIVIDED FLOW 1(~5080.000 31.45 451.45 .00 .00 451.52 .06 2.23 .00 453.50 60400.0 1030.2 6271.0 53098.8 991.0 1820.2 29596.4 13940.2 2873.9 452.00 2.47 1.04 3.45 1.79 .070 .060 .09~) .000 420.00 1323.91 .001074 1850. 3020. 1775. 2 0 0 .00 7326.11 9405.32 22JUL96 08:34:12 PAGE 28 THIS RUN EXECUTED 22JUL96 08:34:15 HEC-2 gATER SURFACE PROFILES Version 4.6.2; May 1991 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ELM FORK TRINITY RIVER SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CgSEL CRIWS EG lO*KS VCH AREA .01K 90000.000 ,00 .00 .00 409.60 24300.00 439.30 .00 439,44 12.62 3.67 11404.23 6840.27 90000,000 .00 ,00 .00 409.60 37100.00 441.80 .00 441,86 5.85 2.81 24447.14 15340.65 90000,000 .00 .00 .00 409.60 44350.00 443.40 .00 443.43 3.34 2.27 35659.37 24282.92 90000.000 .00 .00 .00 409.60 60400.00 445.90 .00 445.92 1.84 1.85 59747.54 44528.46 90880.000 880.00 .00 .00 414.50 24300.00 440.01 .00 440.11 6.63 2.75 14743.68 9436.10 90880.000 880.00 .00 .00 414.50 37100.00 442.14 .00 442.19 4.14 2.39 27391.50 18244.21 90880,000 880.00 .00 .00 414.50 44350.00 443.59 .00 443.63 2.77 2.08 36424.64 26633.54 90880.000 880.00 .00 .00 414.50 60400.00 446.01 .00 446.03 1.78 1.82 56006.86 45260.51 92090.000 1210.00 .00 .00 410.60 24300.00 440.72 .00 440.80 5.51 2.56 15035.36 10348.14 92090.000 1210.00 .00 .00 410.60 37100.00 442.60 .00 442.66 4.34 2.39 26899.09 17804.15 92090.000 1210.00 .00 .00 410.60 44350.00 443.90 .00 443.94 3.00 2.09 36959.99 25610.68 92090.000 1210.00 .00 .00 410.60 60400.00 446.20 .00 446.22 1.75 1.75 61190.09 45595.37 92300.000 210,00 .00 .00 415.10 24300.00 440.85 .00 440.92 4.98 2.37 18273.26 10894.23 92300.000 210.00 .00 .00 415.10 37100.00 442.70 .00 442.74 3.50 2.17 31155.26 19832.31 92300.000 210.00 .00 .00 415.10 44350,00 443.97 .00 444.00 2.48 1.93 40513.61 28180.75 92300.000 210.00 .00 .00 415,10 60400.00 446.24 .00 446.26 1.58 1.68 62247,29 48115.69 * 93620.000 1320.00 .00 .00 414.50 24300.00 441.90 .00 442.22 10.91 5.33 9090.01 7357.96 * 93620.000 1320.00 .00 .00 414.50 37100.00 443.62 .00 443.85 9.42 5.27 16005.95 12087.92 * 93620.000 1320.00 .00 .00 414.50 44350.00 444.68 ,00 444.84 7.09 4.74 22763.47 16655.15 * 93620.000 1320,00 .00 ,00 414.50 60400.00 446.69 .00 446.76 3.69 3.64 42684,94 31428.60 * 93670.000 50.00 .00 .00 431.00 24300.00 442.12 .00 442.32 41.14 5.11 8140.43 3788.51 93670.000 50,00 .00 .00 431.00 37100.00 443.82 ,00 443.93 18,47 4.05 16722.76 8631.77 93670.000 50.00 .00 .00 431.00 44350.00 444.82 .00 444.89 11.08 3.41 25386.66 13324.71 93670.000 50.00 .00 .00 431.00 60400.00 446.75 .00 446.78 4.93 2.61 45478.22 27196.46 93730.000 60.00 443.50 444.60 414.50 24300.00 442.24 .00 442.77 54.22 6.31 4617,07 3300.21 * 93730.000 60,00 443.50 444.60 414.50 37100.00 443.88 .00 444.23 62.09 5.94 9052.19 4708.26 * 93730.000 60.00 443.50 444,60 414.50 44350.00 444.88 .00 445.07 45.34 4.61 13447.87 6586.68 * 93730.000 60.00 443.50 444,60 414.50 60400.00 446.77 ,00 446.85 17.11 2.70 29733.11 14602.01 22JUL96 08:34:12 PAGE 29 SECNO XLCH ELTRD ELLC ELMIN Q CgSEL CRIgS EG lO*KS VCH AREA .01K 93760.000 30.00 443.50 444.60 414.50 24300.00 442.49 .00 442.95 50.38 5.99 5111.22 3423.69 93760.000 30.00 443.50 444.60 414.50 37100.00 444.16 .00 444.43 52.14 5.25 10206.48 5137,85 93760.000 30.00 443.50 444.60 414.50 44350.00 445,04 .00 445.21 39.97 4.30 14365.93 7014.94 93760.000 30.00 443.50 444.60 414.50 60400.00 446.83 .00 446.91 16.34 2.64 30311.86 14941.33 * 93810.000 50.00 .00 .00 414.50 24300.00 442.99 .00 443.12 6.49 3.67 13428.32 9535.35 * 93810.000 50.00 ,00 .00 414.50 37100.00 444.45 .00 444.55 5.83 3.71 22906.66 15362.45 * 93810.000 50.00 .00 .00 414.50 44350.00 445.21 .00 445.29 4.92 3.51 30216.79 19992.19 * 93810.000 50.00 .00 .00 414.50 60400.00 446.90 .00 446,94 3.08 2.96 48175.33 34403.08 * 97570.000 3760.00 .00 .00 423.00 24300.00 444.01 .00 444.03 2.09 2.06 29840.21 16804.90 * 97570.000 3760.00 .00 ,00 423.00 37100.00 445.34 .00 445.36 2.04 2.16 41702.08 25960.33 * 97570.000 3760.00 .00 .00 423.00 44350.00 445.99 .00 446.01 2.00 2.20 47703.45 31334.43 97570.000 3760.00 .00 .00 423.00 60400.00 447.45 .00 447.46 1.75 2,18 64060.29 45624.77 * 98450.000 880.00 .00 .00 426.00 24300.00 444,24 .00 444.31 5.90 3.34 18523.09 10001.23 * 98450.000 880.00 .00 .00 426.00 37100.00 445.55 .00 445.61 5.16 3.27 28885.29 16339.70 * 98450.000 880.00 .00 .00 426.00 44350.00 446.20 .00 446.25 4.79 3,24 34140.63 2026~.05 * 98450.000 880.00 .00 .00 426.00 60400.00 447.62 .00 447.66 3.86 3.09 47480.58 30760.98 99280.000 830.00 .00 .00 428.00 24300.00 444.66 .00 444.70 4.41 2.73 22611.61 11576.76 99280.000 830.00 .00 .00 428.00 37100.00 445.92 .00 445.96 4.03 2.75 32812.79 18479.33 99280,000 830.00 .00 .00 428.00 44350.00 446.55 .00 446.58 3.85 2.77 38004.42 22606.54 99280.000 830,00 .00 ,00 428.00 60400.00 447.90 .00 447.94 3.30 2.73 50775.50 33225.28 100040.000 760.00 .00 ,00 428.30 24300.00 444.99 .00 445.02 3.95 2.42 23935.00 12220.52 100040.000 760.00 .00 .00 428.30 37100.00 446.22 .00 446.25 3.72 2.49 33981.18 19227.98 100040.000 760.00 .00 .00 428.30 44350.00 446.83 .00 446.86 3.60 2.53 39122.02 23377.81 100040.000 760.00 .00 .00 428.30 60400.00 448.15 .00 448.18 3.16 2.53 51941.16 33964.80 * 103060.000 3020.00 .00 .00 430.00 24300.00 446.53 .00 446.66 20.67 4.68 12627,11 5344.85 * 103060.000 3020.00 ,00 ,00 430.00 37100.00 447.59 ,00 447.69 17.82 4.55 19944.28 8787.84 * 103060,000 3020.00 .00 ,00 430.00 44350.00 448.11 .00 448.20 16,01 4.43 24292.84 11082.56 * 103060.000 3020.00 .00 ,00 430.00 60400.00 449.21 .00 449.29 12.42 4.12 33989.59 17135.65 * 106080.000 3020,00 .00 .00 420.00 24300.00 449.09 .00 449.13 7.75 2.72 17426.63 8726.18 * 1060~0.000 3020.00 .00 .00 420.00 37100.00 450.11 .00 450.15 9.05 3.03 23322.96 12335.01 106080.000 3020.00 .00 .00 420.00 44350.00 450.57 .00 450.62 9.70 3.19 26212.32 14237.86 106080.000 3020.00 ,00 .00 420.00 60400.00 451.45 .00 451.52 10.74 3.45 32407.57 18433.44 22JUL96 08:34:12 PAGE 30 ELM FORK TRINITY RIVER SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIF~SX DIFKgS TOP,ID XLCH 90000.000 24300.00 439.30 .00 .00 .00 3794.98 .00 90000.000 37100.00 441.80 2.50 .00 .00 6597.43 .00 90000.000 44350.00 443.40 1.60 .00 .00 7377.92 .00 90000.000 60400.00 445.90 2.50 .00 .00 13164.99 .00 90880.000 24300.00 440.01 .00 .71 .00 5662.63 880.00 90880.000 37100.00 442.14 2.12 .34 .00 6149.13 880.00 90880.000 44350.00 443.59 1,46 .19 .00 6232.35 880.00 90880.000 60400.00 446.01 2.42 .11 .00 10727.07 880.00 92090.000 24300.00 440.72 .00 .71 .00 5311.93 1210.00 92090.000 37100.00 442.60 1.88 .46 .00 7463.43 1210.00 92090.000 44350.00 443.90 1.30 .31 .00 7948.35 1210.00 92090.000 60400.00 446.20 2.30 ,19 .00 12681.22 1210.00 92300.000 24300.00 440.85 .00 .13 .00 6454.84 210.00 92300,000 37100.00 442,70 1.85 .10 .00 7291.79 210.00 92300.000 44350.00 443.97 1.27 .07 .00 7437.04 210.00 92300.000 60400,00 446.24 2.27 .04 .00 11381.40 210.00 * 93620.000 24300.00 441.90 .00 1.05 .00 3278.92 1320,00 * 93620.000 37100.00 443.62 1.72 .92 .00 4982.29 1320.00 * 93620.000 44350.00 444.68 1.06 ,71 .00 7345.39 1320.00 * 93620.000 60400.00 446.69 2.01 .45 .00 10914.10 1320.00 * 93670.000 24300.00 442.12 .00 .22 .00 3564.06 50.00 93670.000 37100.00 443.82 1.69 .20 .00 6854.92 50.00 93670.000 44350.00 444.82 1.00 .14 .00 9692.46 50.00 93670.000 60400.00 446.75 1.93 .05 .00 10957.52 50.00 93730.000 24300.00 442.24 .00 .12 .00 2067.72 60.00 * 93730.000 37100.00 443.88 1.64 .06 .00 4077.52 60.00 * 93730.000 44350.00 444.88 1.00 .06 .00 5231.82 60.00 * 93730.000 60400.00 446.77 1.90 .03 .00 10125.95 60.00 93760.000 24300.00 442.49 .00 .25 .00 2282.21 30.00 93760.000 37100.00 444.16 1.68 .28 .00 4420.79 30.00 93760.000 44350.00 445.04 .87 .16 .00 7799.78 30.00 93760.000 60400.00 446.83 1.79 .05 .00 10152.90 30.00 * 93810.000 24300.00 442.99 .00 .50 .00 4657.68 50.00 * 93810.000 37100.00 444.45 1.46 .28 .00 9031.24 50.00 * 93810.000 44350.00 445,21 .76 .17 .00 10032.21 50.00 * 93810.000 60400.00 446.90 1.69 .07 .00 11007.37 50.00 22JUL96 08:34:12 PAGE 31 SECNO Q CUSEL DIFgSP DIFWSX DIFK~S TOPUID XLCH * 97570.000 24300.00 444.01 .00 1.02 .00 8882.42 3760.00 * 97570.000 37100.00 445,34 1.32 .89 .00 9083.80 3760,00 * 97570.000 44350.00 445.99 .66 .78 .00 9183.99 3760.00 97570.000 60400.00 447.45 1.45 .55 .00 11384.79 3760.00 * 98450.000 24300.00 444.24 .00 .23 .00 7430.02 880.00 * 98450.000 37100.00 445.55 1.31 ,22 .00 8024.88 880.00 * 98450.000 44350.00 446.20 .65 .21 .00 8314.99 880.00 * 98450.000 60400.00 447.62 1.42 .18 .00 10060.84 880.00 99280.000 24300.00 444.66 .00 .42 .00 7964.18 830.00 99280.000 37100.00 445.92 1.26 .37 .00 8208.03 830.00 99280.000 44350.00 446.55 .63 .34 .00 8489.66 830.00 99280.000 60400.00 447.90 1.36 .28 .00 10077.09 830.00 100040.000 24300.00 444.99 .00 .33 .00 8074.98 760.00 100040.000 37100,00 446.22 1.23 .30 .00 8248.88 760.00 100040.000 44350.00 446.83 .61 .29 .00 8538.46 760.00 100040.000 60400.00 448.15 1.32 .25 .00 10089.99 760.00 * 103060.000 24300.00 446.53 .00 1.54 .00 5956.52 3020.00 * 103060.000 37100,00 447.59 1.06 1.37 .00 8014.72 3020.00 * 103060.000 44350.00 448.11 .52 1.28 .00 8577.51 3020.00 * 103060.000 60400.00 449.21 1.10 1.06 .00 9063.12 3020.00 * 106080.000 24300.00 449.09 .00 2.56 .00 5672.68 3020.00 * 106080.000 37100,00 450.11 1.02 2.52 .00 5937.68 3020.00 106080.000 44350.00 450.57 .46 2.46 .00 6543.02 3020.00 106080.000 60400.00 451.45 .88 2.24 .00 7326.11 3020,00 22JUL96 08:34:12 PAGE 32 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 93620.0(0) PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93620.0(03 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93620.0(0) PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93620.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93670.0(X) PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93?30.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93730.0(0~ PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93730.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93810.0(0) PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93810.0(0) PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93810.0(X) PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93810.0(0) PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.C)00 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.0(0) PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.0(03 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98450.0(0~ PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98450.0(0) PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98450.0CX) PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98450.0(0) PROFILE= 4 CONVEYANCE CHANGE OUTSIOE ACCEPTABLE RANGE WARNING SECNO= 1030(:~).0(0) PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.0(0) PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.0C)0 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1C)6080.0(0) PROFILE= I CONVEYANCE CHANGE OUTSIOE ACCEPTABLE RANGE WARNING SECNO= 106080.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE APPENDIX F PROPOSED CONDITIONS HEC-2 MODEL * HEC-2 WATER SURFACE PROFILES * * U.S. ARHY CORPS OF ENGINEERS * * * * HYDROLOGIC ENGINEERING CENTER * * Version 4.6.2; May 1991 * * 609 SECOND STREET, SUITE D * , * * DAVIS, CALIFORNIA 95616-4687 * * RUN DATE 22JUL96 T!ME 10:27:53 * * (916) 756-1104 * X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX 22JUL96 10:27:53 PAGE I THIS RUN EXECUTED 22JUL96 10:27:53 HEC-2 ~ATER SURFACE PROFILES Version 4.6.2; May 1991 T1 PROPOSED CONDITIONS FIS MULTI-PROFILE MODEL T2 IO-YR DISCHARGES T3 ELM FORK TRINITY RIVER T4 ANALYSES BY NATHAN D. MAIER CONSULTING ENGINEERS, INC. £EFFISPRM. IH2~ J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q gSEL FQ 2 439.3 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBg CHNIM ITRACE I -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 NC .08 .06 .075 .1 .3 QT 4 24300 37100 44350 60400 STARTING gATER SURFACE ELEVATIONS ESTIMATED FROM FIS FLOOD PROFILES X1 90000 40 9412 9733 GR 450 1000 442 1010 440.8 1285 440.7 1810 440 2120 GR 440 2670 434 3300 434 3575 440 4360 446.7 5330 GR 438 5835 438 6525 436.1 6780 447.5 6950 444.8 7480 GR 445 7950 440.2 8630 448 9147 439 9342 438 9412 GR 435 9442 434.4 9452 431.4 9522 431 9557 415.9 9589 GR 409.6 9591 409.6 9645 415.9 9647 427.4 9670 429.2 9689 GR 430.4 9715 430.4 9715 440.5 9733 440 9760 441.2 9810 GR 440 9840 438 10004 438 10690 445 10765 445 14855 X1 90880 45 7725 7990 500 780 880 GR 438 1000 438 1920 440 2230 440 2640 436.9 2870 GR 440.5 3500 436.5 3692 438.5 4080 438.5 4440 445.1 4510 GR 448.5 4860 462.2 4920 457 5530 444 5860 437 6165 GR 437.5 6835 439.5 7315 440 7510 440 7585 439 7600 GR 438 7635 437 7725 435 7760 434.5 7783 432.9 7833 GR 416.5 7866 414.5 7867 414.5 7939 416.5 7940 430.4 7959 GR 431.8 7970 441.3 7990 440.7 8046 440.7 8050 441.8 8099 GR 441.8 8100 440 8245 429.4 8284 429.4 8512 438 8550 GR 438 8600 445 8620 445 12805 445 12915 450 13000 22JUL96 10:27:53 PAGE 2 X1 92090 45 9000 9320 964 1234 1210 GR 452.80 1000 452.40 1100. 444.3 1300 444.20 1400 442.4 1600 GR 441.50 1800 442.50 2100. 437.6 2500 438.9 3475 439.8 4100 GR 440.2 4110 439.9 4210. 435.1 4700 438.9 5100 440.5 5300 GR 440.20 5500 441.4 5600 445 6000 442.3 6080 440,8 6930 GR 441.60 6950 440. 6965 440 8250 446.5 8400 444 8600 GR 446.90 8700 441.2 8800 442.8 8940 445.2 8970 443 9000 GR 427 9135 412.7 9175 410.6 9190 428 9235 426 9260 GR 430 9300 442,5 9320 440.9 9444 444,9 9594 429.8 9634 GR 429.8 9864 439.1 9900 440 10010 445 10025 445 14000 xl 92300 42 7703 7969 210 210 210 GR 438 1000 438 1580 438.6 2280 441.1 2710 438 3080 GR 442.3 3820 438 4450 441.4 4800 437 5080 446.4 5405 GR 437.8 6070 438.2 6660 438 7550 439,7 7618 440.7 7656 GR 437,3 7703 433.8 7718 431.8 7757 427.6 7780 427.2 7804 GR 417.8 7820 415.1 7821 415.1 7862 417.1 7863 421.6 7870 GR 423.3 7875 430.1 7890 431.1 7928 434.9 7938 435.1 7951 GR 439 7969 440.7 8000 440 8158 440 8159 440 8210 GR 429.9 8250 429.9 8480 440 8520 440 8700 445 8712 GR 445 12340 450 12580 NC .07 .06 .06 xl 93620 49 8200 8380 2570 1420 1320. GR 445 1000 445 1080 446 1180 446 1240 441 1530 GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300. GR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710. GR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470. GR 442.5 5760 445 5970 444 6280 442 6470 444 6660. GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630. GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439.5 8200 GR 418 8230. 420 8260 414.5 8280 437.5 8380. 439 8400. GR 439 8450. 443.5 8590 444.5 9620 443.5 10000 442 10140. GR 445 10220 445 12430 447 12840 450 12940. NC .07 .1 .06 X1 93670 59 8200 8470. 50 50 50. GR 445 1000 445 1080 446 1180 446 1240 441 1530. GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300. GR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710. GR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470, GR 442.5 5760 445 5970 444 6280 442 6470 444 6660. GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630. GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439 8200. GR 437.5 8225 437.5 8274 434 8275 434.3 8390 437.2 8391. GR 437.5 8420 439 8470 443.5 8620 444.5 9620 443.5 10000. GR 442 10140 443 10540 444 10650 444 10800 445 10930. GR 442.5 12000 442.5 12110 441 12200 439 12210 441.5 12220. GR 444 12330 443.5 12430 447 12843 450, 12940. 22JUL96 10:27:53 PAGE 3 NC .3 .5 X1 93730 44. 8490 8800 60 60 60. BT 2 8490 443.5 439.6 8800 448.5 444.6 GR 450 1000 447 1420 447 1620 443 2020 442 2480 GR 441,5 3620 442 3820 450 4420 451 4820 447 5220. GR 447 5420 443.5 5820 443.5 6120 445 6380 442 6890 GR 445 7290 443.5 7860 441 7920 439.5 8010 437.5 8030 GR 431 8050 436.5 8090 441.5 8110 444 8120 443.5 8170 GR 443 8370 443.5 8490 439.6 8490 436 8640 418 8650 GR 420 8670 414.5 8700 444.6 8800 448.5 8800 446 8870 GR 446.5 9110 445.5 9310 446 9610 445,5 10320 445 10420 GR 445 12720 445 12820 447 13120 450 13260 X1 93760 30 30 30 X2 1 NC .07 .07 .06 SANDY LAKE RD PROPERTY LOCATED IN RT OVERBANK FROM GR STATIONS 8880 TO 10433 PROPOSED CUT IN EAST SiDE OF PROPERTY, FILL IN gEST SIDE X1 93810 61 8200 8450 50 50 50 GR 445 1000 445 1080 446 1180 446 1240 441 1530 GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300 GR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710 GR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470 GR 442.5 5760 445 5970 444 6280 442 6470 444 6660 GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630 GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439.5 8200 GR 418 8230 420 8260 414.5 8280 437.5 8380 439 8400 GR 439 8450 443.5 8590 443.6 8880 435,5 8912 435.5 9076 GR 448.5 9128 448.5 10421 445,6 10433 443 10540 444 10650 GR 444 10800 -445 10930 442.5 12000. 442.5 12110 441 12200 GR 439 12210 441 12220 444 12330. 443.5 12430 447 12840 GR 450 12940. NC .07 .09 .06 .1 .3 X1 97570 56 5490 5680 2100 1700 3760 GR 450 600 446 820 444 880 444 1150 442 1420 GR 442 1870 440 2180 440 3800 442 3820 444 4030 GR 444 4220 440 4360 440 5200 442 5330 442 5460 GR 440 5470 433 5490 423 5525 423 5575 433 5610 GR 436 5630 440 5680 440 5920 442 6000 442 6680 GR 440 6750 438 6830 438 7200 440 7350 433.2 7360 GR 433.2 7440 440 7470 440 7500 442 8000 442 8150 GR 440 8160 440 8175 433.2 8200 433.2 8265 440 8270 GR 442 8350 442 9230 444 9520 440 9630 434 9655 GR 428 9670 428 9685 434 9700 440 9710 444 9760 GR 446 10005 446.3 10275 446 10560 446 11000 446 12100 GR 450 12170 22JUL96 10:27:53 PAGE 4 X1 98450 49 4035 4215 800 700 880 GR 451 1000 444 1030 441,5 1190 439,7 1200 439.7 1830 GR 442 1840 440.5 2500 441.2 2925 442.5 3080 443 3180 GR 443 3700 444.5 3880 444,9 4000 445.7 4035 426,9 4090 GR 426 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442,1 5600 444.5 5685 443 6640 442.5 6700 GR 442.5 6800 441.4 7000 440.2 7115 439.8 7500 440 7600 GR 441.6 7800 442 8200 443.6 8800 443.5 8900 446.5 9000 GR 446.5 9100 447.5 9185 447.3 9235 428.3 9265 428.5 9305 GR 446 9325 447.5 9800 446 10400 446.9 10900 446.5 11000 GR 448 11100 455 11200 457,5 11300 459.2 11420 xl 99280 49 4035 4215 750 750 830 GR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 GR 442 1840 440.5 2500 441.2 2925 442.5 3080 443 3180 GR 443 3700 444.5 3880 444.9 4000 445.7 4035 428.9 4090 GR 428 4180 443 4215 442.9 4290 444,5 4390 442.9 5415 GR 443.4 5500 442.1 5600 442.5 5685 443 6640 442.5 6700 GR 442.5 6800 441.4 7000 440.2 7115 439.8 7500 440 7600 GR 441.6 7800 442 8200 443.6 8800 443.5 8900 446.5 9200 GR 446.5 9300 447.5 9335 447.3 9385 428.3 9415 428.5 9455 GR 446 9475 447.5 9800 447 10400 446.9 10900 447 11000 GR 448 11100 455 11200 457.5 11300 459,2 11420 X1 100040 49 4035 4215 760 760 760 GR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 GR 442 1840 440.5 2500 441.2 2925 442.5 3080 443 3180 GR 443 3700 444.5 3880 444.9 4000 445.7 4035 430.9 4090 GR 430 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442.1 5600 444.5 5685 443 6640 442.5 6700 GR 442.5 6800 441.4 7000 440.2 7115 439.8 7500 440 7600 GR 441.6 7800 442 8200 443.6 8800 443.5 8900 446.5 9200 GR 446.5 9350 447.5 9600 447.3 9650 428.3 9680 428.5 9720 GR 446 9740 447.5 9800 447 10400 446.9 10900 447 11000 GR 448 11100 455 11200 457.5 11300 459.2 11420 xl 103060 96 3333. 3533. 1850.0 1775,0 3020.0 GR 455,5 1000. 451.7 1023. 448,7 1146. 447.7 1154. 446.6 1229. GR 444.8 1630. 444.9 1638. 446.0 1646. 445.7 2153. 445.8 2245. GR 446.6 2479. 447.5 2599. 447.9 2675. 448.0 2746. 445.2 2846. GR 445.2 2946. 448.3 3061. 448.3 3075. 449.0 3213. 449,2 3306. GR 449.6 3333. 438.7 3385. 434.9 3438. 431.4 3449. 430.0 3470. GR 439.9 3498. 447.5 3533. 448.2 3574. 446.5 3584, 446.9 3605. GR 448.4 3656. 448,5 3703. 447.6 3851. 446.6 4531. 444.0 4664. GR 444.3 4700. 445.3 4782. 445.6 4870. 445.5 4880, 446.4 4962. GR 444.7 5302. 443.9 5354. 442.7 5364. 442.6 5405. 444.4 5416. GR 443.8 5549. 442.3 5560. 442.3 5570. 443.8 5580. 444,0 5891. GR 443.8 5949. 444.0 6047. 443.8 6208. 443.7 6241. 443.2 6353. GR 443.3 6727. 443.5 6825. 443.6 6846, 444.2 7019. 444.2 7402. GR 444.2 7408, 444.8 7823. 445.2 7947, 444.7 7992. 444,3 8019. GR 444.6 8089. 445.4 8173. 446.5 838! 446.5 8527. 446.6 8564. GR 447.4 8770. 447.4 8819. 437,9 8848. 438.1 8887. 446.9 8906. GR 447.8 8964. 447.8 9089. 445.0 918~ 446.4 9223. 447.1 9285. 22JUL96 10~27~53 PAGE 5 GR 447.8 9315. 439.8 9326. 433.2 9367. 439.7 9398. 440.9 9439. GR 444.9 9460. 447.6 9490. 447.4 9548. 447.3 9655. 446.6 9912. GR 447.5 10034. 448.0 10132. 449.4 10229. 453.6 10326. 455.5 10423. GR 457.1 10540. X1 106080 52 2630. 2850, 1850,0 1775.0 3020.0 GR 460 1000 453.5 1160 450 1440 451 1870 453 2220 GR 447.5 2290 447.5 2360 453.5 2440 453.5 2630 439.5 2730 GR 432.5 2740 430 2760 444 2800 452 2850 453.5 2890 GR 450 2900 453 2970 451 3160 450 3820 445 3950 GR 449 4150 445.5 4570 444 4620 441.5 4630 441.5 4670 GR 445 4680 444 4810 441 4820 441 4830 444 4840 GR 446 5450 447 6070 446.5 6610 446.5 7020 447 7140 GR 445 7210 446.5 7360 446.5 7740 448.5 8250 443 8340 GR 446 8380 447.5 8440 449 8470 433 8480 420 8520 GR 433 8550 435.5 8590 443.5 8610 449 8640 448.5 8800 GR 446.5 9050 455 9660 22JUL96 10:27:53 PAGE 6 SECNO DEPTH CWSEL CRIgS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TgA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR gTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPgID ENDST *PROF 1 0 CCHV= .100 CEHV: .300 *SECNO 90000.000 3265 DIVIDED FLOg 90000.000 29.70 439.30 .00 439,30 439.44 .14 ,00 .00 438.00 24300.0 8589.6 14724.1 986.3 6422.9 4011.2 970.1 .0 .0 440.50 ,00 1.34 3.67 1.02 .080 ,075 .060 .000 409.60 2743.50 .001262 O. O. O. 0 0 0 .00 3794.98 10703.93 *SECNO 90880.000 3265 DIVIDED FLOg 3280 CROSS SECTION 90880.00 EXTENDED 2.01 FEET 90880.000 25.51 440.01 .00 .00 440.11 .09 .66 .00 437,00 24300.0 6323.8 9510.2 8466.0 8318.5 3452.1 2973.1 195.3 60,6 441.30 .09 .76 2.75 2.85 .080 .075 .060 .000 414.50 1000.00 .000663 500. 880. 780. 2 0 0 .00 5662.63 8605.75 *SECNO 92090.000 3265 DIVIDED FLOg 92090,000 30.12 440.72 .00 .00 440.80 .08 .70 .00 443.00 24300.0 6143.5 10170.0 7986.5 8036.2 3973.4 3025.8 564.4 186.0 442.50 .24 .76 2.56 2.64 .080 .075 .060 .000 410.60 2245.10 .000551 964. 1210. 1234. 2 0 0 .00 5311.93 10012.17 *SECNO 92300.000 3265 DIVIDED FLOg 3280 CROSS SECTION 92300.00 EXTENDED 2.85 FEET 92300.000 25.75 440.85 .00 .00 440.92 ,06 .11 .00 437.30 24300.0 8308.5 8153.2 7838.3 11536.0 3438.5 3298.8 644.7 214.3 439.00 .27 .72 2.37 2.38 .080 .075 .060 .000 415.10 1000.00 .000498 210. 210. 210. 0 0 0 .00 6454.84 8702.04 22JUL96 10:27:53 PAGE 7 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 XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 93620.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .68 93620.0(X) 27.40 441.90 .00 .00 442.22 .31 1.23 .08 439.50 24300.0 6911.1 16868.3 520.7 5575.5 3165.1 349.4 1309.0 483.3 437.50 .39 1.24 5.33 1.49 .070 .060 .060 .0(0) 414.50 1477.60 .001091 2570. 1320. 1420. 2 0 0 .00 3278.92 8540.33 *SECNO 93670.0(](] 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .51 93670.000 11.12 442.12 .00 .00 442.32 .20 .10 .01 439.00 2430(3.0 15896.3 8106.0 297.8 6301.2 1585.8 253.4 1318.8 487.2 439.00 .40 2.52 5.11 1.18 .070 .060 .100 .000 431.00 1464.70 .004114 50. 50. 50. 2 0 0 .00 3564.06 12247.54 CCHV= .300 CEHV= .500 *SECNO 93730.0(30 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD: 2 MIN ELTRD= 443.50 MAX ELLC= 444.60 93730.000 27.74 442.24 .00 .00 442.77 .53 .28 .16 443.50 24300.0 4777.7 19522.3 .0 1521,7 3095.4 .0 1327.6 491.1 448.50 .40 3.14 6.31 .00 .070 .C~50 .000 .0(~ 414.50 2368.73 .005422 60. 60. 60. 2 0 0 -216.37 2067.72 8792.17 *SECNO 93760.000 22JUL96 10~27~53 PAGE 8 SECNO DEPTH CgSEL CRIgS gSELK 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 gTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3265 DIVIDED FLOg 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 443.50 MAX ELLC= 444.60 93760.000 27.99 442.49 .00 .00 442.95 .46 .16 .02 443.50 24300.0 5569.6 18730.4 .0 1983.5 3127.7 .0 1331.0 492.6 448.50 .40 2.81 5.99 .00 .070 .060 .000 .000 414.50 2255.28 .005038 30. 30. 30. 2 0 0 -258.65 2282.21 8792.99 *SECNO 93810.000 3265 DIVIDED FLOg 3302 gARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3.14 93810.000 28,52 443.02 .00 .00 443.11 .09 .06 .11 439.50 24300.0 9435.6 11952.2 2912.2 9294.2 3663.5 2077.5 1342.5 496.7 439.00 .41 1.02 3.26 1.40 .070 .060 .070 .000 414.50 1412.61 .000511 50. 50. 50. 2 0 0 .00 4923.32 12294.21 CCHV= .100 CEHV= .300 *SECNO 97570.000 3265 DIVIDED FLOg 3302 ~ARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.52 97570.000 20.94 443.94 .00 .00 443.96 .02 .84 .01 433.00 24300.0 9515.0 5586.5 9198.4 13060.4 2648.1 13463.6 2457.1 803.4 440.00 1.11 .73 2.11 .68 .070 .060 .090 .000 423.00 1158.46 .000221 2100. 3760. 1700, 4 0 0 .00 8391.17 9759.22 *SECNO 98450.000 3265 DIVIDED FLOg 22JUL96 10:27:53 PAGE 9 SECNO DEPTH CUSEL CRIWS USELK 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 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .60 98450.000 18.17 444.17 .00 .00 444.25 .07 .27 .01 445.70 24300.0 8858.8 8090.1 7351.0 7655.1 2370.3 8017.9 2870.6 938.4 443.00 1,23 1.16 3.41 .92 .070 ,060 .090 .000 426.00 1029.25 .000621 800. 880. 700. 2 0 0 .00 7330.01 9322.91 *SECNO ~280.000 3265 DIVIDED FLOg ~280.000 16.62 444.62 .00 .00 444.~ .04 .41 .00 445.70 24300.0 9492.5 6039.8 8767.7 8918.1 2178.8 11159.0 3221.7 1070.2 443.00 1.38 1.06 2.77 .79 .070 .060 .090 .000 428.0(3 1027.35 .0(0)457 750. 830. 750. 2 0 0 .(~ 7945.84 9473.42 *SECNO 100040.000 3265 DIVIDED FLOg 10(0)40.000 16.66 444.96 .00 .00 444,99 .03 .33 .00 445.70 2430(],0 10453.9 4818.5 9~)27.6 9914.5 1968.9 11780.0 3622.3 1210.0 443.00 1.55 1.05 2.45 .77 .070 .060 .09~) .0(03 428.30 1025.89 .000406 760. 760. 760. 2 0 0 .00 ~)69.78 9738.81 *SECNO 103(~50,000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .44 103C~50.000 16.53 446.53 .00 .C~] 446.~ .13 1.64 .03 449.6C) 2430(].0 890.3 7350.2 16059.5 1058.9 1568.5 9992,9 4421.5 1504.6 447.50 1.79 .84 4.69 1.61 .070 .C~50 .090 .000 430.00 1242.77 .002069 1850. 3020. 1775. 2 0 0 .00 5955.11 9478.20 22JUL96 10:27:53 PAGE 10 SECNO DEPTH CgSEL CRIgS gSELK 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 *SECNO 106080.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE~ KRATIO = 1.63 106080.000 29.09 449.09 .00 .00 449.13 .04 2.46 .01 453.50 24300.0 105.2 3752.6 20442.2 143.2 1379.2 15905.1 5076.9 1747.8 452.00 2.17 .73 2.72 1.29 .070 .060 .090 .000 420.00 2269.88 .000775 1850. 3020. 1775. I 0 0 .00 5672.70 9235.21 22JUL96 10:27:53 PAGE 11 T1 PROPOSED CONDITIONS FIS MULTI-PROFILE MODEL T2 50-YR DISCHARGES T3 ELM FORK TRINITY RIVER J1 I£HECK INQ NINV IDIR STRT METRIC HVIN$ Q WSEL FQ 3 441.8 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBg CHNIM ITRACE 2 -1 22JUL96 10:27:53 PAGE 12 SECNO DEPTH CgSEL CRIgS gSELK 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 TOPgID ENDST *PROF 2 0 CCHV= .100 CEHV= .300 *SECNO 90000.000 3265 DIVIDED FLOg 90(0)0,0~ 32.20 441.80 .00 441.80 441.86 .06 .00 .00 438.00 37100.0 19069.3 13512.7 4518.0 16353.5 4812.4 3281.2 .0 .0 440,50 .00 1.17 2.81 1.38 .080 .075 .060 .000 409.60 1055.84 .000585 O. O. O. 0 0 0 .00 6597.43 10730.71 *SECNO 90880.000 3265 DIVIDED FLOg 3280 CROSS SECTION 90880.00 EXTENDED 4.14 FEET 90880.000 27.64 442.14 ,00 .00 442.19 .05 ,33 .00 437.00 37100.0 17890.9 9581.9 9627,2 19341.1 4012.9 4037.5 359.5 80.9 441.30 .11 .93 2.39 2.38 .080 .075 .~0 .0(0) 414.50 1000.00 .000414 500, 880. 780. 2 0 0 .00 6149.13 8611.82 *SECNO 92090.000 3265 DIVIDED FLOg 92090.0~2 32.00 442.60 .00 .00 442.~ .06 .47 .00 443.00 37100,0 16504.1 10863.5 9732.4 18383.2 4550.3 3965.6 1009.2 237.0 442.50 .29 .90 2.39 2.45 .080 .075 .060 .000 410.60 1577.82 ,000434 964. 1210. 1234. 2 0 0 .00 7463.43 10017.80 *SECNO 923~).000 3265 DIVIDED FLOg 3280 CROSS SECTION 92300.00 EXTENDED 4.69 FEET 92300.000 27,60 442.70 .00 .00 442.74 .{34 .08 .00 437.30 37100.0 19050.9 8539.7 9509.4 22571.8 3929.0 4654.5 1149.2 272.6 439.00 .33 .84 2.17 2.04 .080 .075 ,060 .0(~3 415.10 10(~).00 ,000350 210. 210. 210. I 0 0 .00 7291.79 8706.47 22JUL96 10:27:53 PAGE 13 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 XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 93620.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .61 93620.000 29.12 443.62 .00 .00 443.85 .23 1.05 .06 439.50 37100.0 17494.9 18310.5 1294.6 11694.0 3474.3 837.7 2361.7 611.1 437.50 .49 1.50 5.27 1.55 .070 .060 .060 .000 414.50 1377.99 .000942 2570. 1320. 1420. 2 0 0 .00 4982.29 10183.22 *SECNO 93670.000 3265 DIVIDED FLOW 93670.000 12.82 443.82 .00 .00 443.93 .11 .06 .01 439.00 37100.0 27148,1 8281.0 1670.8 12603.5 2042.4 2076.9 2380.5 617.9 439.00 .49 2.15 4.05 .80 .070 .060 .100 .000 431.00 1366.62 .001847 50. 50. 50. 2 0 0 .00 6854.92 12467.12 CCHV= .300 CEHV= .500 *SECNO 93730.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = ,55 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 443.50 MAX ELLC= 444.60 93730.000 29.38 443.88 .00 .00 444.23 .35 .19 .12 443.50 37100.0 17817.0 19283.0 .0 5804.5 3247.7 .0 2398.2 625.4 448.50 .50 3.07 5.94 .00 .070 .060 .000 .000 414.50 1932.05 .006209 60. 60. 60. 2 0 0 -563.28 4077.52 8797.61 *SECNO 93760.000 22JUL96 10:27:53 PAGE 14 SECNO DEPTH CgSEL 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 TOPgID ENDST 3265 DIVIDED FLOg 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 443.50 MAX ELLC= 444.60 93760.(]00 29.66 444.16 ,00 .00 444.43 .27 .17 .03 443.50 37100.0 19935.3 17164.7 .0 6939.7 3266.8 .0 2404.9 628.3 448.50 .50 2.87 5.25 .00 .070 .060 .000 .C~)O 414.50 1g~)3.27 .005214 30. 30. 30. 2 0 0 -632.87 4420.79 8798.56 *SECNO 93810.000 3265 DIVIDED FLOg 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3.28 93810.(]00 29.97 444.47 .C~ .00 444.54 .08 .06 .06 439.50 37100.0 18408.9 13599.2 5091.9 15678.4 4021.9 4437.9 2424.6 635.4 439.00 .51 1.17 3.38 1.15 .070 .060 .070 .000 414.50 1329.47 .000484 50. 50, 50. I 0 0 .00 7879.83 12542.16 CCHV= .100 CEHV= .300 *SECNO 97570.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.51 97570.0(]0 22.28 445.28 .00 .00 445.30 .02 .75 ,01 433.00 3710(].0 16422.9 6367.1 14310.0 19238.6 2902.9 19035.5 4023.2 1021.9 440.00 1.16 .85 2.19 .75 .070 .060 .090 .000 423.00 841.64 .0(0)211 2100. 3760. 170(3. 4 0 0 .00 9~)74.98 9916.62 *SECNO 98450.000 3265 DIVIDED FLOg 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGEr KRATIO = .63 22JUL96 10:27:53 PAGE 15 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 XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 98450.000 19.50 445.50 .00 .00 445.56 .06 .25 .01 445.70 3710(].0 15027.7 8652.8 13419.5 11541.7 2605.9 14337.1 4629.6 1168.8 443.00 1.29 1.30 3.32 .94 .070 .060 .090 .0(0) 426.00 1023.56 .0(0)534 800. 880. 700. 2 0 0 .00 8020.53 9324.43 *SECNO ~280.000 3265 DIVIDED FLOg ~280.000 17.88 445.88 .00 .00 445.92 .04 .36 .00 445.70 3710(3.0 15276.1 6~80.7 15143.2 126~5.8 2404.4 17409.6 5159.2 1308.8 443.0(] 1.45 1.20 2.78 .87 .070 .060 .090 .0(0~ 428.00 1021.93 .0(0)414 750. 830. 750. 2 0 0 .00 8203.96 9474.87 *SECNO 100(]40.0(3(] 3265 DIVIDED FLOg 100040.0(0) 17.89 446.19 ,00 .00 446.22 .03 .30 ,00 445.70 37100.0 16329.9 5506.1 15264.0 13616.4 2189.9 17920.9 5737.0 1452.3 443.00 1.61 1.20 2,51 .85 .070 ,060 .090 .0(0) 428.30 1020.61 .000380 760. 760. 760. 2 0 0 .00 8244.39 9747.64 *SECNO 103060.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .46 103060.000 17.58 447.58 .00 .00 447.68 .10 1.44 .02 449.~K) 37100.0 3480.7 8039,3 25580.0 2710.6 1763.0 15413.0 6899.8 1792.7 447.50 1.86 1.28 4,56 1.66 .070 .(~50 .090 .0(0) 430.00 1161,85 .001794 1850. 3020. 1775. 2 0 0 .00 8002.10 1(3050.62 *SECNO 1~080.000 3265 DIVIDED FLOg 22JUL96 10:27:53 PAGE 16 SECNO DEPTH CWSEL CRIWS gSELK 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 TOP,ID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.41 106080.000 30.11 450.11 .00 .00 450.16 .05 2.47 .01 453.50 37100.0 287.6 4738.5 32073.8 273.0 1559.9 21465.0 7829.7 2083.6 452.00 2.19 1.05 3.04 1.49 .070 .060 .090 .000 420.00 1431.84 .000907 1850. 3020. 1775. I 0 0 .00 5932.17 9308.50 22JUL96 10:27:53 PAGE 17 T1 PROPOSED CONDITIONS FIS MULTI-PROFILE MODEL T2 100-YR DISCHARGES T3 ELM FORK TRINITY RIVER J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 4 443.4 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBg CHNIM ITRACE 3 -1 22JUL96 10:27:53 PAGE 18 SECNO DEPTH CgSEL 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 XLCN XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 3 0 CCHV= .100 CEHV= .300 *SECNO 90000.000 3265 DIVIDED FLOW 90000.000 33.80 443.40 .00 443.40 443.43 .04 .00 .00 438.00 44350.0 25811.4 12083.8 6454.8 25442.1 5326.0 4891.3 .0 .0 440.50 .00 1,01 2.27 1.32 .080 .075 .060 .000 409.60 1008.25 .000334 O. O. O. 0 0 0 .00 7377.92 10747.86 *SECNO 90880.000 3265 DIVIDED FLOW 3280 CROSS SECTION 90880.00 EXTENDED 5.59 FEET 90880.000 29.09 443.59 .00 .00 443.63 .04 .20 .00 437.00 44350.0 25157.1 9146.5 10046.4 27077.2 4399.5 4947.9 487.7 85.9 441.30 .13 .93 2.08 2.03 .080 .075 .060 .000 414,50 1000.00 .000277 500. 880. 780, 2 0 0 .00 6232.35 8615.98 *SECNO 92090.000 3265 DIVIDED FLOW 92090.000 33.30 443.90 .00 .00 443.94 ,04 .31 .00 443.00 44350.0 23958.6 10376.2 10015.2 27200.6 4967.1 4792.2 1356.4 248.5 442.50 .33 .88 2.09 2.09 .080 .075 .060 .000 410.60 1432.86 .000300 964. 1210. 1234. 2 0 0 .00 7948.35 10021.71 *SECNO 92300.000 3265 DIVIDED FLOg 3280 CROSS SECTION 92300.00 EXTENDED 5.96 FEET 92300.000 28.87 443.97 .00 .00 444.00 .03 .06 .00 437.30 44350.0 26004.8 8243.7 10101.5 30653.0 4267.0 5593.6 1543.1 285.6 439.00 .38 .85 1.93 1.81 .080 .075 .060 .000 415.10 1000.00 .000248 210, 210. 210. 0 0 0 .00 7437.04 8709.52 22JUL96 10:27:53 PAGE 19 SECNO DEPTH CgSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 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 *SECNO 93620.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .59 93620.0(0) 30.18 444.68 .00 .C~] 444.84 .16 .80 .04 439.50 44350.0 24519.0 17371.4 2459.6 16872.8 3665.6 2225.0 3192.8 681.3 437.50 .59 1.45 4.74 1.11 .070 .060 .060 .0(0) 414.50 1316.32 2570. 1320. 1420. 2 0 0 .00 7345.39 10211.58 *SECNO 93670.0(3(] 3265 DIVIDED FLOW 93670.000 13.82 444.82 .00 .00 444.89 .07 .04 .01 439.0(] 44350.0 32619.7 7891.1 3839.2 17664.9 2313.1 5408.6 3220.4 691.1 439.00 .60 1.85 3.41 .71 .070 .(~50 .lC~ .0(0] 431.(]0 1308.47 .001108 50. 50. 50. 2 0 0 .0(2 9692.46 12584.57 CCHV= .30(] CEHV= .500 *SECNO 93730.0(]0 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGEr KRATIO = .49 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 443.50 MAX ELLC= 444.60 93730.0(0] 30.38 444.88 .00 .00 445.07 .20 .12 .~ 443.50 44350.0 29046.9 15303.1 .0 10130.9 3317.0 .0 3247.1 701.4 448.50 .60 2.87 4.61 .00 .070 .060 .0(0) .0(0] 414.50 1832.62 .004534 60. 60. 60. 0 0 0 -801.37 5231.82 8800.00 *SECNO 93760.000 22JUL96 10:27:53 PAGE 20 SECNO DEPTH CgSEL CRIUS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QEOB 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 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 443.50 MAX ELLC= 444.~:~) 93760.0(0) 30.54 445.04 .00 .00 445.21 .17 .13 .01 443.50 44350.0 29999.4 14341,5 9.1 10946.3 3331.7 87.9 3256.7 705.9 448.50 .60 2.74 4.30 .10 .070 .~0 .100 .0(0) 414.50 1816.35 .003997 30. 30. 30. 2 0 0 -837.13 7799.78 12825.48 *SECNO 93810.0(20 3265 DIVIDED FLOg 3280 CROSS SECTION 93810.00 EXTENDED .22 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3.05 93810.CX)0 30.72 445.22 .00 .00 445.29 .07 .05 .03 439.50 44350.0 23638.4 13819.0 6892.5 19832.9 4213.0 6486.0 3282.5 715.3 439.00 .61 1.19 3.28 1.C)6 .070 .060 .070 .0(0) 414.50 1000.00 .000429 50. 50. 50. 2 0 0 .00 8743.95 12631.73 CCHV= .100 CEHV= .300 *SECNO 97570.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.45 97570.CX)0 22.95 445.95 .00 .00 445.97 .02 .68 .00 433.00 44350.0 20407,4 6734.6 172C~.1 22378.1 3031.0 21918.6 51~.9 1122.8 440.00 1.23 .91 2.22 .79 .070 .060 .090 .O(X) 423.00 821.43 .0(0)205 2100. 3760. 1700. 4 0 0 .00 9177.75 9999.18 *SECNO 98450.0(]0 3265 DIVIDED FLOg 22JUL96 10:27:53 PAGE 21 SECNO DEPTH CWSEL CRIgS 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 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .65 98450.000 20.17 446.17 .00 .00 446.22 .05 .23 .01 445.70 44350.0 18382.1 8913.6 17054.3 13541.4 2725.4 17575.3 5872.2 1272.6 443.00 1.37 1.36 3.27 .97 .070 .(~50 .090 .0(0) 426.0(3 1020.72 .0(0)490 800. 880. 700. 2 0 0 .00 8267.77 10492.32 *SECNO ~280.~ 3265 DIVIDED FLOW 99280.000 18.52 446.52 .00 .00 446.55 .04 .33 .00 445.70 44350.0 18482.2 7025.1 1~42.6 14600.2 2518.6 20~+1.4 6493.4 1417.1 443.00 1.52 1.27 2.79 .91 .070 .060 .Oc){) .0(0) 428.00 1019.21 .0(0)392 750. 830. 750. 2 0 0 .00 8482.25 9587.09 *SECNO 100040.000 3265 DIVIDED FLOW 10(0)40.(X)0 18.51 446.81 .(~ .00 446.84 .03 .29 .00 445.70 44350.0 19571.0 5863.4 18915.5 15485.2 2301.4 21131.2 7162.3 1565.5 443.00 1.69 1.26 2.55 .90 .070 .060 .090 .0(0) 428.30 1017.95 .000365 760. 760. 760. 2 0 0 .00 8531.38 9772.43 *SECNO 103060.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .48 103060.(X]0 18.11 448.11 .00 .00 448.20 .09 1.34 .02 449.60 44350.0 5182.9 8282.2 30884.9 3658.3 1863.0 18705.9 8524.9 1923.6 447.50 1.95 1.42 4.45 1.65 .070 .(~50 .090 .000 430.00 1150.75 .001612 1850. 3020. 1775. 2 0 0 .00 8574.58 10139.37 22JUL96 10:27:53 PAGE 22 SECNO DEPTH CgSEL 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 *SECNO 106080.000 3265 DIVIDED FLOW 106080.000 30.57 450.57 .00 .00 450.62 .05 2.42 .00 453.50 44350.0 431.5 5250.7 38667.8 420.3 1647.3 24145.9 9606.2 2239.1 452.00 2.26 1.03 3.19 1.60 .070 .060 .090 .000 420.00 1394.45 .000970 1850. 3020. 1775. 2 0 0 .00 6543.26 9342.04 22JUL96 10:27~53 PAGE 23 T1 PROPOSED CONDITIONS FIS MULTI-PROFILE MODEL T2 500-YR DISCHARGES T3 ELM FORK TRINITY RIVER J1 I£HECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 5 445.9 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 -1 22JUL96 10:27:53 PAGE 24 SECNO DEPTH CgSEL 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 gTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 4 0 CCHV= .100 CEHV= .300 *SECNO 90000.000 3265 DIVIDED FLOW 3280 CROSS SECTION 90000.00 EXTENDED .90 FEET g~O(X).O00 36.30 445.90 .00 445.90 445.92 .02 .00 .00 438.00 60400.0 38415.5 11339.7 10644.8 42480.5 6128.5 11138.5 .0 .0 440.50 .00 .90 1.85 .96 .080 .075 .060 .000 409.60 1005.13 .0(~)184 O. O. O. 0 0 0 .00 13164.90 14855.00 *SECNO 90880.000 3265 DIVIDED FLOW 3280 CROSS SECTION 90880,00 EXTENDED 8.01 FEET 90~0.000 31.51 446.01 .00 .00 446.03 .02 .11 .00 437.00 60400.0 38229.3 9193.6 12977.2 40146.5 5040.0 10820.3 783.6 172.0 441.30 .15 .95 1.82 1.20 .080 .075 .060 .000 414.50 1000.00 .000178 500. 880. 780. 2 0 0 .00 10727.07 12932.19 *SECNO 92090.000 3265 DIVIDED FLOg 3280 CROSS SECTION 92090.00 EXTENDED 1.21 FEET 92090.0(X) 35.60 446.20 .00 .00 446.22 .02 .19 .00 443.00 60400.0 37682.4 9997.5 12720.0 44283.6 5704.7 11201.8 2179.0 462.5 442.50 .43 .85 1.75 1.14 ,080 ,075 ,060 .000 410.60 1252.86 .0(X)175 964. 1210. 1234. I 0 0 .00 12681.22 1400(].00 *SECNO 92300.000 22JUL96 10:27:53 PAGE 25 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 XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3265 DIVIDED FLOW 3280 CROSS SECTION 92300.00 EXTENDED 8.24 FEET 92300.0(0) 31.14 446.24 .00 .00 446.26 .02 .03 .00 437.30 ~)400.0 38959.5 8201.2 13239.3 45563.2 4871.8 11812.3 2476.6 520.5 439.00 .49 .86 1.68 1.12 .080 .075 .060 .~ 415.10 10(0).(]0 .0(X~158 210. 210. 210. 0 0 0 .00 11381.40 12390.46 *SECNO 93620.000 3265 DIVIDED FLOg 3280 CROSS SECTION 93620.00 EXTENDED 1.69 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .65 93620.(X30 32.19 446.69 .00 .00 446.76 .07 .49 .01 439.50 60400.0 36498.6 14~4.8 9236.6 28705.5 4027.1 9052.3 5157.0 1055.3 437.50 .81 1.27 3.64 .93 .070 .~0 .060 .0(~) 414.50 .0(0~369 2570. 1320. 1420. 2 0 0 .00 1(]014.10 12776.92 *SECNO 93670.000 3265 DIVIDED FLOg 3280 CROSS SECTION 93670.00 EXTENDED 1.75 FEET 93670.000 15.75 446.75 .00 .00 446.78 .04 .02 .00 439.0(3 60400.0 43057.6 7382.3 9960.1 29105.4 2833.0 13539.8 5207.6 1~7.9 439.00 .82 1.48 2.61 .74 .070 .060 .100 .0(0) 431.(30 .0(0)493 50. 50. 50. 2 0 0 .00 10957.52 12810.14 CCHV= .300 CEHV= .500 *SECNO 93730.000 3265 DIVIDED FLOg 22JUL96 10:27:53 PAGE 26 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 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 TOPgID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .54 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 443.50 MAX ELLC= 444.60 93730.000 32.27 446.77 .00 .00 446.85 .08 .05 .02 443.50 60400.0 45846.1 9698.2 4855.7 20186.8 3590.2 5956.1 5259.4 1082.4 448.50 .83 2.27 2.70 .82 .070 .060 .100 .000 414.50 1642.91 .001711 60. 60. 60. 0 0 0 -1116.32 10125.95 13085.64 *SECNO 93760.000 3265 DIVIDED FLOg 3370 NORMAL BRIDGE, NRD= 2 MiN ELTRD= 443.50 MAX ELLC= 444.60 93760.000 32.33 446.83 .00 .00 446.91 .08 .05 .00 443.50 60400.0 45847.2 9502.9 5049.9 20509.1 3602.0 6200.8 5280.1 1089.4 448.50 .83 2.24 2.64 .81 .070 .060 .100 .000 414.50 1637.14 .001634 30. 30. 30. 2 0 0 -1122.40 10152.90 13094.29 *SECNO 93810.000 3265 DIVIDED FLOg 3280 CROSS SECTION 93810.00 EXTENDED 1.91 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.34 93810.000 32.40 446.90 .00 .00 446.94 .05 .03 .01 439.50 60400.0 35084.2 13534.0 11781.7 30062.5 4633.9 11479.6 5324.0 1100.8 439.00 .84 1.17 2.92 1.03 .070 .060 .070 .000 414.50 1000.00 .000299 50, 50. 50. I 0 0 .00 9701.42 12828.96 CCHV= .100 CEHV= .300 *SECNO 97570.000 97570.000 24.44 447.44 .00 .00 447.46 .02 .51 .00 433.00 60400.0 28999.0 7237.8 24163.2 29372.8 3313.2 31291.5 7934.3 1573.7 440.00 1.45 .99 2.18 .77 .070 .060 .090 .000 423.00 740.90 .000176 2100. 3760. 1700. 3 0 0 .00 11384.26 12125.17 22JUL96 10:27:53 PAGE 27 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 XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 98450.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE~ KRATIO = .67 98450.000 21.62 447.62 .00 .00 447.66 .04 .19 .01 445.70 60400.0 25432.4 9235.1 25732.5 17930.6 2987.2 26477.4 8896.5 1755.7 443.00 1.59 1.42 3.09 .97 .070 .060 .090 .000 426.00 1014.48 .000387 800. 880. 700. 1 0 0 .00 10060.24 11074.72 *SECNO 99280.000 99280.000 19.90 447.90 .00 .00 447.93 .03 .27 .00 445.70 60400.0 25307.8 7558.7 27533.5 18768.5 2767.2 29185.4 9746.4 1929.4 443.00 1.75 1.35 2.73 .94 .070 .060 .090 .000 428.00 1013.29 .000331 750. 830. 750. 2 0 0 .00 10076.52 11089.82 *SECNO 100040.000 100040.000 19.85 448.15 .00 .00 448.18 .03 .25 .00 445.70 60400.0 26371.4 6448.5 27580.1 19524.6 2542.2 29826.3 10641.6 2105.3 443.00 1.91 1.35 2.54 .92 .070 .060 .090 .000 428.30 1012.22 .000317 760. 760. 760. 2 0 0 .00 10089.90 11102.12 *SECNO 103060.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .50 103060.000 19.21 449.21 .00 .00 449.28 .07 1.09 .01 449.60 60400.0 9344.4 8580.8 42474.7 5876.8 2078.9 26013.2 12478.9 2505.4 447.50 2.19 1.59 4.13 1.63 .070 .060 .090 .000 430.00 1125.06 .001244 1850. 3020. 1775. 2 0 0 .00 9062.70 10215.89 *SECNO 106080.000 3265 DIVIDED FLOg 106080.000 31.45 451.45 .00 .00 451.52 .06 2.23 .00 453.50 60400.0 1030.1 6271.1 53098.7 990.9 1820.1 29595.4 13892.8 2847.6 452.00 2.46 1.04 3.45 1.79 .070 .060 .090 .000 420.00 1323.92 .001074 1850. 3020. 1775. 2 0 0 .00 7326.04 9405.30 22JUL96 10:27:53 PAGE 28 THIS RUN EXECUTED 22JUL96 10:27:56 HE¢-2 gATER SURFACE PROFILES Version 4.6.2; May 1991 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ELM FORK TRINITY RIVER SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CgSEL CRIWS EG 10*KS VCH AREA .01K 90000.000 .00 .00 .00 409.60 24300.00 439.30 .00 439.44 12.62 3.67 11404,23 6840.27 90000.000 .00 .00 .00 409.60 37100.00 441.80 .00 441.86 5.85 2.81 24447.14 15340.65 90000.000 ,00 .00 .00 409.60 44350.00 443,40 .00 443.43 3.34 2.27 35659.37 24282.92 90000.000 .00 .00 .00 409.60 60400.00 445.90 .00 445.92 1,84 1.85 59747.54 44528.46 90880.000 880.00 ,00 .00 414.50 24300.00 440.01 .00 440,11 6.63 2.75 14743.68 9436.10 90880.000 880.00 .00 .00 414.50 37100.00 442.14 .00 442.19 4.14 2.39 27391.50 18244.21 90880.000 880.00 .00 .00 414.50 44350.00 443.59 .00 443.63 2.77 2.08 36424.64 26633.54 90880.000 880.00 .00 .00 414.50 60400.00 446.01 .00 446.03 1.78 1.82 56006.86 45260.51 92090.000 1210.00 .00 .00 410.60 24300.00 440.72 .00 440.80 5,51 2.56 15035.36 10348.14 92090,000 1210,00 .00 .00 410.60 37100.00 442.60 .00 442.66 4.34 2.39 26899.09 17804.15 92090.000 1210,00 .00 ,00 410.60 44350.00 443.90 .00 443.94 3.00 2.09 36959.99 25610.68 92090,000 1210.00 .00 .00 410.60 60400.00 446.20 .00 446.22 1,75 1.75 61190.09 45595.37 92300.000 210.00 .00 .00 415.10 24300.00 440.85 .00 440.92 4.98 2.37 18273.26 10894.23 92300.000 210.00 .00 .00 415.10 37100.00 442.70 ,00 442.74 3.50 2.17 31155.26 19832.31 92300,000 210.00 ,00 .00 415.10 44350.00 443.97 .00 444.00 2.48 1.93 40513.61 28180.75 92300.000 210.00 .00 .00 415.10 60400.00 446.24 .00 446.26 1.58 1.68 62247,29 48115.69 * 93620.000 1320.00 .00 .00 414.50 24300.00 441.90 .00 442.22 10.91 5.33 9090.01 7357.96 * 93620.000 1320.00 .00 .00 414.50 37100.00 443.62 .00 443.85 9.42 5.27 16005.95 12087.92 * 93620.000 1320.00 .00 .00 414.50 44350.00 444.68 .00 444.84 7.09 4.74 22763.47 16655,15 * 93620.000 1320.00 .00 .00 414.50 60400.00 446,69 .00 446,76 3.69 3.64 42684.94 31428.60 * 93670.000 50.00 .00 .00 431.00 24300.00 442.12 .00 442.32 41.14 5.11 8140,43 3788.51 93670.000 50.00 .00 .00 431.00 37100.00 443.82 .00 443.93 18.47 4.05 16722.76 8631.77 93670.000 50.00 .00 .00 431.00 44350.00 444.82 .00 444.89 11.08 3.41 25386.66 13324.71 93670.000 50.00 .00 .00 431.00 60400.00 446.75 .00 446.78 4.93 2.61 45478.22 27196.46 93730.000 60.00 443.50 444.60 414.50 24300.00 442.24 .00 442.77 54.22 6.31 4617,07 3300.21 * 93730.000 60.00 443.50 444.60 414.50 37100.00 443.88 .00 444.23 62.09 5.94 9052.19 4708.26 * 93730,000 60.00 443.50 444,60 414.50 44350.00 4~4.88 .00 445.07 45.34 4.61 13447.87 6586.68 * 93730,000 60.00 443.50 444.60 414.50 60400.00 z~6.77 .00 446.85 17.11 2.70 29733.11 14602.01 22JUL96 10:27:53 PAGE 29 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K 93760.0(0) 30.00 443.50 444.60 414.50 243(](3.0(] 442.49 .00 442.95 50.38 5.99 5111.22 3423.69 93760.(300 30,00 443.50 444.60 414.50 3710(3.0(3 444.16 .00 444.43 52.14 5.25 10206.48 5137.85 93760.0(0) 30.00 443.50 444.60 414.50 44350.0(3 445.04 .00 445.21 39.97 4.30 14365.93 7014.94 93760.(300 30.00 443.50 444.60 414.50 60400.00 446.83 .00 446.91 16.34 2.64 30311.86 14941.33 * 93810.0(0) 50.(X) .00 .00 414.50 243(30.0(3 443.02 .(]0 443.11 5.11 3.26 15035.20 10751.74 * 93810.(3(30 50.00 .00 .00 414.50 37100.00 444.47 .00 444.54 4.84 3.38 24138.20 16855.38 * 93810,000 50.00 .00 .00 414.50 44350.00 445.22 .00 445.29 4.29 3.28 30531.~ 21424.12 * 93810.000 50.00 ,00 .(~) 414.50 604(X).00 446.90 .00 446.94 2.99 2.92 46176.07 34916.00 * 97570.0(0) 3760.00 .00 .00 423.(30 24300.00 443.94 .00 443.96 2.21 2.11 29172.11 16340.86 * 97570.000 3760.00 .00 .00 423.0(3 371(X).00 445.28 .00 445.30 2.11 2.19 41177.02 25512.39 * 97570.(30(3 3760.00 .00 .00 423.00 44350.0(3 445.95 .00 445.97 2.05 2.22 47327.73 3~84.64 97570.000 3760.00 .00 .00 423.00 60400.00 447.44 .00 447.46 1.76 2.18 63977.61 45545.24 * 98450.000 880.00 .~ .00 426.0(3 24300.00 444.17 .00 444.25 6.21 3.41 18043.37 9749.99 * 98450,0(0) 880.00 .00 .00 426,(30 37100.00 445.50 .00 445.56 5.34 3.32 28484.74 16059.29 * 98450.0(0~ ~0.00 .00 .00 426.00 44350.00 446.17 .00 446.22 4.90 3.27 33842.05 20(337.62 * 9~50.0(~3 ~0.00 .00 .00 426.00 60400.00 447.62 .00 447.~ 3.87 3.09 47395.21 30690.04 99280.000 830.(30 .00 .00 428.00 24300.00 444.62 .00 444.66 4.57 2.77 22255.96 113~.87 99280.0(0) 830.00 .00 .00 428.00 37100.00 445.~ .00 445.92 4.14 2.78 32500.76 18242.48 99280.0(0~ 830.00 .00 .00 428.00 44350.(30 446.52 .00 446.55 3,92 2.79 37760.22 22406.60 99280.0(0) 830,0(3 .00 .00 428.00 6~)400.00 447.9(3 .00 447.93 3.31 2.73 50721.07 33178.00 100(340.000 760.00 .00 .00 428.30 24300.00 444.96 .00 444.~ 4.06 2.45 23663.51 12054.~4 100040.0(0) 760,00 .00 .00 428.30 37100.00 446.19 .00 446.22 3.80 2.51 33727,25 19030.78 10(0)40.000 760.00 .00 .00 428.30 44350.(~3 446.81 .00 446.~ 3.65 2.55 38917.81 23207.64 10(0)40.0(0) 760.00 .00 .00 428.30 60400,00 448.15 .00 448.18 3.17 2.54 51893.12 33922.28 * 103060.000 3020.0(3 .00 .00 430.00 24300.00 446.53 .00 446.~ 20.69 4.69 12620.20 5341.84 * 103060.000 3020.00 .00 .00 430.00 37100.00 447.58 .00 447.68 17.94 4.56 19886.60 8759.07 * 103~0.0(X) 3020.00 .00 .00 430.~ 44350,00 448.11 .00 448.20 16.12 4.45 24227.14 11046.05 * 103060.0(03 3020.(X) .00 .00 430.00 60400.00 449.21 .00 449.28 12.44 4.13 33968.83 17121.42 * 106(~0.000 3020.00 .00 .00 420.0(3 24300.00 449.09 .00 449.13 7.75 2.72 17427.50 8726.~ * 1~080.(X)0 3020.0(3 .00 .00 420.00 37100.00 450.11 .00 450.16 9.07 3.04 23297.97 12318.53 106~0.000 3020.0(3 .00 .00 420.00 44350.00 450.57 .00 450.62 9.70 3.19 26213.52 14238.65 106080.0(]0 3020.00 .00 .00 420.00 60400.00 451.45 .00 451.52 10.74 3,45 32406.46 1~32.64 22JUL96 10:27:53 PAGE 30 ELM FORK TRINITY RIVER SUMMARY PRINTOUT TABLE 150 SECNO Q CgSEL DIFgSP DIFWSX DIFK~S TOP,ID XLCH 9~)0(~).0(0) 243(~3.00 439.30 .00 .00 .00 3794.98 .00 90(~)0.000 371(X),00 441,80 2.50 .00 .00 6597.43 .00 900(0).000 44350.00 443.40 1.60 .00 ,00 7377.92 ,00 90(0)0.000 60400.00 445,90 2.50 .00 .00 13164.99 90880.000 24300.00 440.01 .(~3 ,71 .00 5~2.63 880.00 9(~80,0(X) 371(X).00 442.14 2.12 .34 .00 6149.13 880.00 9~80.000 44350.00 443.59 1,46 .19 .00 6232.35 880.00 90880.000 60400.(~3 446.01 2.42 .11 .00 10727.07 880.(~3 92090.000 24300.00 440.72 .00 .71 .00 5311.93 1210.00 92090.E~)0 37100,00 442.60 1.88 .46 .(X) 7463.43 1210.00 92(~0.0(0~ 44350.00 443.90 1,30 .31 .00 7948.35 1210.(X3 92090.(~30 604(X).00 446.20 2.30 .19 .00 12681.22 1210.0{) 92300.000 24300.00 440.85 .(~2 .13 .00 6454.84 210.(~3 92300.000 37100.00 442.70 1.85 .10 .00 7291.79 210.(X3 92300.000 44350,00 443.97 1.27 .07 ,00 7437.04 210.00 92300.0(~) 60400.00 446.24 2.27 .04 .00 11381.40 210.00{) * 93620.000 24300.00 441.90 .00 1.05 .00 3278.92 1320.00 * 93620.000 37100,00 443.62 1.72 .92 .00 4982.29 1320.00 * 93620.000 44350.00 444.68 1.06 .71 ,00 7345.39 1320.00 * 93620.000 60400.00 446.69 2.01 .45 .(X) 10914.10 1320,00 * 93670.000 24300.00 442,12 .00 .22 .00 3564.~ 50.00 93670.000 37100.00 443.82 1.69 .20 ,00 6854.92 50.00 93670.000 44350.00 444.82 1.00 .14 .00 9692.46 50.00 93670.000 60400,00 446.75 1.93 .05 .00 10957.52 50.00 93730.000 24300.00 442.24 .00 .12 .00 2067.?2 60.00 * 93730.000 37100.00 443.88 1.64 .~ .(X) 4077.52 60.00 * 93730.000 44350.00 444.88 1.00 .(~5 .00 5231.82 60.00 * 93730.000 60400.00 446.77 1.90 .03 .00 10125.95 60.00 93760.0~2 24300.00 442.49 .00 .25 .00 2282.21 30.00 93760,000 37100.00 444.16 1.68 .28 ,00 4420.79 30.00 93760.(~)0 44350.00 445.04 .87 .16 .00 7799.78 30.00 93760.0(~ 60400.00 446.83 1.79 .05 .00 10152.9~) 30.00 * 93810.000 24300.00 443.02 .00 .53 .00 4923.32 50.00 * 93810.0(~2 37100,00 444.47 1.44 .30 .00 7879.83 50.00 * 93810.0(0) 44350.00 445.22 .?6 .19 .00 8743.95 50.00 * 93810.000 60400.00 446.90 1.68 .07 ,00 9701.42 50.00 22JUL96 10:27:53 PAGE 31 SECNO Q CWSEL DIFWSP DIFWSX DIFKW$ TOPWID XLCH * 97570.000 24300.00 443.94 .00 .91 .00 8391.17 3760.00 * 97570.000 37100,00 445.28 1.34 .81 .00 9074.98 3760.00 * 97570.000 44350.00 445.95 .67 .73 .00 9177.75 3760.00 97570.000 60400.00 447.44 1.49 .54 .00 11384.26 3760.00 * 98450.000 24300.00 444.17 .00 .24 .00 7330.01 880.00 * 98450.000 37100.00 445.50 1.33 .22 .00 8020.53 880.00 * 98450,000 44350.00 446.17 .66 .21 .00 8267.77 880.00 * 98450.000 60400.00 447.62 1.45 .18 .00 10060.24 880.00 99280.000 24300.00 444.62 .00 .44 .00 7945.84 830.00 99280.000 37100.00 445.88 1.26 .38 .00 8203.96 830.00 99280.000 44350.00 446.52 .63 .35 ,00 8482.25 830,00 99280.000 60400.00 447.90 1.38 .28 .00 10076.52 830.00 100040.000 24300.00 444.96 .00 .34 .00 8069.78 760.00 100040.000 37100.00 446.19 1.23 .31 .00 8244.39 760,00 100040.000 44350.00 446.81 .62 .29 .00 8531.38 760.00 100040.000 60400.00 448.15 1.34 .25 .00 10089.90 760.00 * 103060.000 24300.00 446.53 .00 1.57 .00 5955.11 3020.00 * 103060.000 37100.00 447.58 1.05 1.39 .00 8002.10 3020.00 * 103060.000 44350.00 448.11 .52 1.29 .00 8574.58 3020.00 * 103060.000 60400.00 449.21 1.11 1.06 .00 9062.70 3020.00 * 106080.000 24300.00 449.09 .00 2.56 .00 5672.70 3020.00 * 106080.000 37100.00 450.11 1.02 2.53 .00 5932.17 3020.00 106080.000 44350.00 450.57 .46 2.46 .00 6543.26 3020.00 106080,000 60400.00 451.45 .88 2.24 .00 7326.04 3020.00 22JUL96 10:27:53 PAGE 32 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 93620.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93620.0(X) PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93620.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIOE ACCEPTABLE RANGE WARNING SECNO: 93620.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93670.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93730.0(0) PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93730.CX)0 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93730.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93810.0(30 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93810.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93810.(X)0 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93810.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.0(0) PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.0(X~ PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98450.0C~) PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98450.0(X) PROFILE= 2 CONVEYANCE CHANGE OUTSIOE ACCEPTABLE RANGE WARNING SECNO= 98450.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98450.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.0C)0 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.0(0) PROFILE= 2 CONVEYANCE CHANGE OUTSIOE ACCEPTABLE RANGE WARNING SECNO= 103060.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIOE ACCEPTABLE RANGE WARNING SECNO= 106CR~).000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= IO~O.O(X) PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE APPENDIX G FLOODWAY HEC-2 MODELS DUPLICATE EFFECTIVE FIS FLOODWAY MODEL * HEC-2 WATER SURFACE PROFILES * * U.S. ARMY CORPS OF ENGINEERS * * * * HYDROLOGIC ENGINEERING CENTER * * Version 4.6.2; May 1991 * * 609 SECOND STREET, SUITE D * * * * DAVIS~ CALIFORNIA 95616-4687 * * RUN DATE 19JUL96 TIME 15:15:28 * * (916) 756-1104 * ******************************************** *************************************** X X XXXXXXX XXXX× XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX 19JUL96 15:15~28 PAGE 1 THIS RUN EXECUTED 19JUL96 15:15:28 ************************************* HEC-2 gATER SURFACE PROFILES Version 4.6.2; May 1991 T1 DUPLICATION OF EFFECTIVE FIS FLOODWAY MODEL T2 100-YR DISCHARGES - NATURAL PROFILE T3 ELM FORK TRINITY RIVER ~EFFISDPF.IH2~ J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q ~SEL FQ 2 443.41 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IB~ CHNIM ITRACE I -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 110 200 NC .08 .06 .075 .1 .3 QT 2 44350 44350 ET 4.1 4950 10690 X1 90000 40 9412 9733 GR 450 1000 442 1010 440.8 1285 440.7 1810 440 2120 GR 440 2670 434 3300 434 3575 440 4360 446.7 5330 GR 438 5835 438 6525 436.1 6780 447.5 6950 444.8 7480 GR 445 7950 440.2 8630 448 9147 439 9342 438 9412 GR 435 9442 434.4 9452 431.4 9522 431 9557 415.9 9589 GR 409.6 9591 409.6 9645 415.9 9647 427.4 9670 429.2 9689 GR 430.4 9715 430.4 9715 440.5 9733 440 9760 441.2 9810 GR 440 9840 438 10004 438 10690 445 10765 445 14855 ET 4.1 2900 8615 X1 90880 45 7725 7990 500 780 880 GR 438 1000 438 1920 440 2230 440 2640 436.9 2870 GR 440.5 3500 436.5 3692 438.5 4080 438.5 4440 445.1 4510 GR 448.5 4860 462.2 4920 457 5530 444 5860 437 6165 GR 437.5 6835 439.5 7315 440 7510 440 7585 439 7600 GR 438 7635 437 7725 435 7760 434.5 7783 432.9 7833 GR 416.5 7866 414.5 7867 414.5 7939 416.5 7940 430.4 7959 GR 431.8 7970 441.3 7990 440.7 8046 440.7 8050 441.8 8099 GR 441.8 8100 440 8245 429.4 8284 429.4 8512 438 8550 GR 438 8600 445 8620 445 12805 445 12915 450 13000 19JUL96 15:15~28 PAGE 2 ET 4.1 3900 10020 X1 92090 45 9000 9320 964 1234 1210 GR 452.80 1000 452.40 1100. 444.3 1300 444.20 1400 442.4 1600 GR 441.50 1800 442.50 2100. 437.6 2500 438.9 3475 439.8 4100 GR 440.2 4110 439.9 4210. 435.1 4700 438.9 5100 440.5 5300 GR 440.20 5500 441.4 5600 445 6000 442.3 6080 440.8 6930 GR 441.60 6950 440. 6965 440 8250 446.5 8400 444 8600 GR 446.90 8700 441.2 8800 442.8 8940 445,2 8970 443 9000 GR 427 9135 412.7 9175 410.6 9190 428 9235 426 9260 GR 430 9300 442.5 9320 440.9 9444 444,9 9594 429.8 9634 GR 429.8 9864 439.1 9900 440 10010 445 10025 445 14000 ET 4.1 2550 8710 X1 92300 42 7703 7969 210 210 210 GR 438 1000 438 1580 438.6 2280 441.1 2710 438 3080 GR 442.3 3820 438 4450 441,4 4800 437 5080 446.4 5405 GR 437.8 6070 438.2 6660 438 7550 439.7 7618 440.7 7656 GR 437.3 7703 433.8 7718 431.8 7757 427.6 7780 427.2 7804 GR 417.8 7820 415.1 7821 415.1 7862 417.1 7863 421.6 7870 GR 423.3 7875 430.1 7890 431.1 7928 434.9 7938 435.1 7951 GR 439 7969 440.7 8000 440 8158 440 8159 440 8210 GR 429.9 8250 429.9 8480 440 8520 440 8700 445 8712 GR 445 12340 450 12580 NC .07 .06 .06 ET 4.1 2950 8650 X1 93620 49 8200 8380 2570 1420 1320. GR 445 1000 445 1080 446 1180 446 1240 441 1530 GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300. GR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710. GR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470. GE 442.5 5760 445 5970 444 6280 442 6470 444 6660. GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630. GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439.5 8200 GR 418 8230. 420 8260 414.5 8280 437.5 8380. 439 8400. GR 439 8450. 443.5 8590 444.5 9620 443.5 10000 442 10140. GR 445 10220 445 12430 447 12840 450 12940. NC .07 .1 .06 ET 4.1 2950 8650 X1 93670 59 8200 8470. 50 50 50. GR 445 1000 445 1080 446 1180 446 1240 441 1530. GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300. GR 443 3720 446,5 3810 449.5 4200 449.5 4520 446.5 4710. GR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470. GR 442.5 5760 445 5970 444 6280 442 6470 444 6660. GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630. GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439 8200. GR 437.5 8225 437.5 8274 434 8275 434.3 8390 437.2 8391. GR 437.5 8420 439 8470 443.5 8620 444.5 9620 443.5 10000. GR 442 10140 443 10540 444 10650 444 10800 445 10930. GR 442.5 12000 442.5 12110 441 12200 439 12210 441.5 12220. GR 444 12330 443.5 12430 447 12840 450, 12940. 19JUL96 15:15:28 PAGE 3 NC .3 .5 ET 4.1 3000 8800 Xl 93730 44. 8490 8800 60 60 60. BT 2 8490 443.5 439.6 8800 448.5 444.6 GR 450 1000 447 1420 447 1620 443 2020 442 2480 GR 441.5 3620 442 3820 450 4420 451 4820 447 5220. GR 447 5420 443.5 5820 443.5 6120 445 6380 442 6890 GR 445 7290 443.5 7860 441 7920 439.5 8010 437,5 8030 GR 431 8050 436.5 8090 441 , 5 8110 444 8120 443.5 8170 GR 443 8370 443.5 8490 439.6 8490 436 8640 418 8650 GR 420 8670 414.5 8700 444.6 8800 448.5 8800 446 8870 GR 446.5 9110 445.5 9310 446 9610 445.5 10320 445 10420 G R 445 12720 445 12820 447 13120 450 13260 ET 4.1 3000 8800 X1 93760 30 30 30 X2 1 N C .07 .07 .06 ET 4.1 2900 8650 X1 93810 58 8200 8450 50 50 50 GR 445 1000 445 1080 446 1180 446 1240 441 1530 GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300 GR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710 GR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470 GR 442.5 5760 445 5970 444 6280 442 6470 444 6660 G R 444 7100 443 7320 439.5 7580 437.5 7610 431 7630 GR 436.5 7670 441 . 5 7690 440.5 7830 441 7940 439.5 8200 GR 418 8230 420 8260 414.5 8280 437.5 8380 439 8400 GR 439 8450 443.5 8590 444.5 9620 443.5 10000 442 10140 GR 443 10540 444 10650 444 10800 445 10930 442.5 12000. GR 442.5 12110 441 12200 439 12210 441 12220 444 12330. GR 443.5 12430 447 12840 450 12940. NC .07 .09 .06 .1 .3 ET 4.1 3100 10700 X1 97570 56 5490 5680 2100 1700 3760 GR 450 600 446 820 444 880 444 1150 442 1420 GR 442 1870 440 2180 440 3800 442 3820 444 4030 GR 444 4220 440 4360 440 5200 442 5330 442 5460 GR 440 5470 433 5490 423 5525 423 5575 433 5610 G R 436 5630 440 5680 440 5920 442 6000 442 6680 GR 440 6750 438 6830 438 7200 440 7350 433.2 7360 GR 433.2 7440 440 7470 440 7500 442 8000 442 8150 G R 440 8160 440 8175 433.2 8200 433,2 8265 440 8270 GR 442 8350 442 9230 444 9520 440 9630 434 9655 GR 428 9670 428 9685 434 9700 440 9710 444 9760 GR 446 10005 446.3 10275 446 10560 446 11000 446 12100 GR 450 12170 19JUL96 15:15:28 PAGE 4 ET 4,1 1930 9480 X1 98450 49 4035 4215 800 700 880 GR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 GR 442 1840 440,5 2500 441.2 2925 442.5 3080 443 3180 GR 443 3700 444.5 3880 444,9 4000 445.7 4035 426.9 4090 GR 426 4180 443 4215 442,9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442,1 5600 444.5 5685 443 6640 442.5 6700 GR 442.5 6800 441.4 7000 440.2 7115 439.8 7500 440 7600 GR 441.6 7800 442 8200 443.6 8800 443.5 8900 446.5 9000 GR 446,5 9100 447,5 9185 447.3 9235 428.3 9265 428.5 9305 GR 446 9325 447,5 9800 446 10400 446.9 10900 446.5 11000 GR 448 11100 455 11200 457.5 11300 459.2 11420 ET 4.1 2690 9530 X1 99280 49 4035 4215 750 750 830 GR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 GR 442 1840 440.5 2500 441.2 2925 442.5 3080 443 3180 GR 443 3700 444.5 3880 444.9 4000 445.7 4035 428.9 4090 GR 428 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442.1 5600 442.5 5685 443 6640 442,5 6700 GR 442.5 6800 441.4 7000 440.2 7115 439.8 7500 440 7600 GR 441,6 7800 442 8200 443.6 8800 443.5 8900 446.5 9200 GR 446.5 9300 447.5 9335 447.3 9385 428.3 9415 428.5 9455 GR 446 9475 447.5 9800 447 10400 446.9 10900 447 11000 GR 448 11100 455 11200 457.5 11300 459.2 11420 ET 4.1 2300 9750 X1 100040 49 4035 4215 760 760 760 GR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 GR 442 1840 440.5 2500 441.2 2925 442.5 3080 443 3180 GR 443 3700 444.5 3880 444.9 4000 445.7 4035 430.9 4090 GR 430 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443,4 5500 442.1 5600 444.5 5685 443 6640 442.5 6700 GR 442.5 6800 441.4 7000 440.2 7115 439.8 7500 440 7600 GR 441.6 7800 442 8200 443.6 8800 443.5 8900 446.5 9200 GR 446.5 9350 447.5 9600 447.3 9650 428.3 9680 428.5 9720 GR 446 9740 447.5 9800 447 10400 446.9 10900 447 11000 GR 448 11100 455 11200 457.5 11300 459.2 11420 ET 4.1 2840 9700 X1 103060 96 3333. 3533. 1850.0 1775.0 3020.0 GR 455.5 1000. 451.7 1023. 448.7 1146. 447.7 1154. 446.6 1229. GR 444.8 1630. 444.9 1638. 446.0 1646. 445.7 2153. 445.8 2245. GR 446.6 2479, 447,5 2599. 447.9 2675. 448.0 2746, 445.2 2846, GR 445.2 2946. 448.3 3061. 448.3 3075. 449.0 3213. 449.2 3306. GR 449.6 3333. 438.7 3385. 434.9 3438. 431.4 3449. 430.0 3470, GR 439.9 3498. 447.5 3533. 448.2 3574. 446.5 3584. 446.9 3605. GR 448.4 3656. 448.5 3703. 447.6 3851. 446.6 4531. 444.0 4664. GR 444.3 4700, 445.3 4782. 445,6 4870. 445,5 4880. 446.4 4962. GR 444.7 5302. 443,9 5354. 442.7 5364. 442.6 5405. 444,4 5416. GR 443.8 5549. 442.3 5560. 442.3 5570. 443.8 5580. 444.0 5891. GR 443.8 5949. 444.0 6047. 443.8 6208. 443.7 6241. 443.2 6353. GR 443.3 6727. 443.5 6825. 443.6 6846. 444.2 7019. 444.2 7402. 19JUL96 15:15:28 PAGE 5 GR 444,2 7408. 444.8 7823. 445.2 7947. 444.7 7992. 444.3 8019. GR 444.6 8089. 445.4 8173. 446.5 8381. 446.5 8527. 446.6 8564. GR 447.4 8770. 447,4 8819. 437.9 8848. 438.1 8887. 446.9 8906. GR 447.8 8964. 447.8 9089. 445,0 9182. 446.4 9223. 447,1 9285. GR 447.8 9315. 439.8 9326. 433,2 9367, 439.7 9398. 440.9 9439. GR 444.9 9460. 447.6 9490. 447.4 9548. 447.3 9655, 446.6 9912. GR 447.5 10034, 448.0 10132. 449.4 10229. 453.6 10326. 455.5 10423. GR 457.1 10540. ET 4,1 2580 8630 X1 106080 52 2630. 2850. 1850.0 1775.0 3020.0 GR 460 1000 453.5 1160 450 1440 451 1870 453 2220 GR 447.5 2290 447.5 2360 453.5 2440 453.5 2630 439.5 2730 GR 432,5 2740 430 2760 444 2800 452 2850 453,5 2890 GR 450 2900 453 2970 451 3160 450 3820 445 3950 GR 449 4150 445,5 4570 444 4620 441.5 4630 441.5 4670 GR 445 4680 444 4810 441 4820 441 4830 444 4840 GR 446 5450 447 6070 446.5 6610 446.5 7020 447 7140 GR 445 7210 446.5 7360 446.5 7740 448.5 8250 443 8340 GR 446 8380 447.5 8440 449 8470 433 8480 420 8520 GR 433 8550 435,5 8590 443.5 8610 449 8640 448.5 8800 GR 446.5 9050 455 9660 19JUL96 15:15:28 PAGE 6 SECNO DEPTH CgSEL CRIgS gSELK 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 *PROF 1 0 CCHV= .100 CEHV= .300 *SECNO 90000.000 3265 DIVIDED FLOg 90000.000 33.81 443.41 .00 443.41 443.44 .03 .00 .00 438,00 44350.0 25826.7 12064.1 6459,3 25502.6 5329.3 4901.4 .0 .0 440.50 .00 1.01 2.26 1.32 .080 .075 .060 .000 409.60 1008.24 .000332 O, O. O. 0 0 0 .00 7382.51 10747,96 *SECNO 90880.000 3265 DIVIDED FLOg 3280 CROSS SECTION 90880.00 EXTENDED 5.60 FEET 90880,000 29.10 443,60 .00 .00 443.64 .04 .19 .00 437.00 44350.0 25175.5 9135.1 10039.3 27125.6 4401.9 4953.6 488.6 86.0 441.30 .13 .93 2.08 2.03 .080 .075 ,060 .000 414.50 1000,00 .000276 500. 880. 780. 2 0 0 .00 6232.86 8616.01 *SECNO 92090.000 3265 DIVIDED FLO~ 92090.000 33,31 443.91 .00 .00 443.95 ,04 .31 .00 443.00 44350.0 23979,2 10363.6 10007.2 27254.6 4969.6 4797.4 1358.6 248.6 442.50 ,34 .88 2.09 2.09 ,080 .075 .060 .000 410.60 1432.00 .000299 964. 1210. 1234. 2 0 0 .00 7951.15 10021.74 *SECNO 92300.000 3265 DIVIDED FLOg 3280 CROSS SECTION 92300.00 EXTENDED 5.97 FEET 92300.000 28,88 443.98 .00 ,00 444.01 .03 ,06 .00 437.30 44350.0 26020.0 8234.5 10095,6 30700.7 4269.0 5599.1 1545.6 285.7 439.00 .38 .85 1.93 1.80 .080 .075 .060 .000 415,10 1000.00 .000247 210. 210. 210. 0 0 0 .00 7437.88 8?09.53 19JUL96 15:15:28 PAGE 7 SECNO DEPTH CWSEL CRIgS 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 *SECNO 93620.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .59 93620.000 30.19 444.69 .00 .00 444.84 .16 .80 .04 439.50 44350.0 24532.1 17351.4 2466.5 16899.7 3666.5 2234.3 3197.7 681.5 437.50 .59 1.45 4.73 1.10 .070 .060 .060 .000 414.50 1316.03 .000707 2570. 1320. 1420. 2 0 0 .00 7348.31 10211.71 *SECNO 93670.000 3265 DIVIDED FLOg 93670.000 13.82 444.82 .00 .00 444.90 .07 .04 .01 439.00 44350.0 32618,1 7883.2 3848.7 17689.5 2314.3 5426.9 3225.4 691.3 439.00 .60 1.84 3.41 .71 .070 .060 .100 .000 431.00 1308.21 .001104 50. 50. 50. 2 0 0 .00 9698.05 12585.10 CCHV= .300 CEHV= .500 *SECNO 93730.000 3265 DIVIDED FLOg 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .49 3370 NORMAL BRIDGE~ NRD= 2 MIN ELTRD= 443.50 MAX ELLC= 444.60 93730.000 30.38 444.88 .00 .00 445.08 .20 .12 .06 443.50 44350.0 29073.2 15276.8 .0 10152.4 3317.4 .0 3252.2 701.6 448.50 .60 2.86 4.61 .00 .070 .060 .000 .000 414.50 1832.18 .004519 60. 60. 60. 0 0 0 -802.35 5236.82 8800.00 *SECNO 93760.000 19JUL96 15:15:28 PAGE 8 SECNO DEPTH CWSEL CRIgS 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 TOP, ID ENDST 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 443.50 MAX ELLC= 444.60 93760.0(0) 30.54 445.04 .00 .00 445.21 .17 .13 .01 443.50 44350.0 30020.6 14318.7 10.7 10965.6 3332.0 97.0 3261.8 7(~5.1 448.50 .61 2.74 4.30 .11 .070 .060 .10(3 .000 414.50 1815.97 .003985 30. 30. 30. 2 0 0 -837.95 7802.20 12826.05 *SECNO 93810.000 3265 DIVIDED FLOg 3280 CROSS SECTION 93810.00 EXTENDED .22 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.91 93810.0(30 30.72 445.22 .00 .00 445.29 .07 .05 .03 439.50 44350.0 24719.8 14465.4 5164.7 19813.4 4212,2 7078.1 3287.9 716.3 439.00 .61 1.25 3.43 .73 .070 .~0 .070 .0(0) 414.50 1000.00 .000470 50. 50. 50. 2 0 0 .00 10076.32 12631.33 CCHV= .100 CEHV= .300 *SECNO 97570.000 3302 WARNING: CONVEYANCE CHANGE OUTSIOE OF ACCEPTABLE RANGE, KRATIO = 1.53 97570.000 22.98 445.98 .00 .00 446.C)0 .02 .71 .01 433.00 44350.0 20437.4 6700.5 17212.1 22517.2 3036.6 22047.3 5189.4 1149.9 440.(]0 1.24 .91 2.21 .78 .070 .060 .090 .CX)O 423.00 820.53 .~202 2100. 3760. 1700. 4 0 0 .(X) 9182.30 10(0)2.83 *SECNO 98450.000 3265 DIVIDED FLOg 19JUL96 15:15:28 PAGE 9 SECNO DEPTH CgSEL 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 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .65 98450,0(0) 20.19 446.19 .00 .00 446.24 .05 .23 .01 445.70 44350.0 18394.6 8865.3 17090.1 13620.2 2730.1 17708.4 5899.0 1299.9 443.0(] 1.38 1.35 3.25 .97 .070 .050 .090 .0(0) 426.00 1020.60 .000482 800. 880, 700. 2 0 0 .00 8302.07 10506.85 *SECNO 99280.0(30 3265 DIVIDED FLOg 99280.0(03 18,54 446.54 .00 .00 446.57 .03 .33 .00 445.70 44350.0 18487.5 6997.3 18865.2 14663.3 2522.4 20752.2 6523.6 1444.8 443.00 1.54 1.26 2.77 .91 .070 .050 .090 .0(0) 428.00 1019.12 .0(03387 750. 830. 750. 2 0 0 .00 8487,64 9591.63 *SECNO 100040.000 3265 DIVIDED FLOg 10(0)40.000 18.53 446.83 .00 .00 446.86 .03 .28 .00 445.70 44350.0 19571.3 5845.6 18933.0 15537.5 2304.6 21223.7 7195.3 1593.3 443.00 1.70 1.26 2.54 .89 .070 .060 .090 .000 428.30 1017.88 .000361 760. 760. 760, 2 0 0 .00 8536.51 9773.12 *SECNO 103050.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .47 103060.00(3 18.11 448.11 .00 .00 448.20 .09 1.33 .02 449.60 44350.0 5193.1 8269.5 30887.4 3668.9 186~.0 18742.1 8562.0 1951.6 447.50 1.96 1.42 4.44 1.65 .070 .060 .090 .0(0) 430.00 1150.70 .001604 1850. 3020. 1775. 2 0 0 .00 8576.71 10139.76 19JUL96 15:15:28 PAGE 10 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 XNR WTN ELMIN $STA SLOPE XLOBL XLCH XLOBR iTRIAL IDC ICONT CORAR TOP,ID ENDST *SE£NO 106080.000 3265 DIVIDED FLOW 106080.000 30.57 450.57 .00 .00 450.62 .05 2.42 .00 453.50 44350.0 431.5 5250.8 38667.7 420.2 1647.3 24145.0 9644.3 2267.1 452.00 2.27 1.03 3.19 1.60 .070 .060 .090 .000 420.00 1394.46 .000970 1850. 3020. 1775. 2 0 0 .00 6543.06 9342.03 19JUL96 15:15:28 PAGE 11 T1 DUPLICATION OF EFFECTIVE FIS FLOODWAY MODEL T2 IO0-YR DISCHARGES - ENCROACHED PROFILE T3 ELM FORK TRINITY RIVER J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 3 443.49 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IB~ CHNIM ITRACE 15 -1 19JUL96 15:15:28 PAGE 12 SECNO DEPTH CWSEL CRIgS 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 *PROF 2 0 CCHV= .100 CEHV= .300 *SECNO 90000.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4950.0 10690.0 TYPE= I TARGET= 5740.000 90000.000 33.89 443.49 .00 443.41 443.62 .13 .00 .00 438.00 44350.0 13120.2 20393.5 10836.3 8405.4 5354.9 4821.2 .0 .0 440.50 .00 1.56 3.81 2.25 .080 .075 .060 .000 409.60 5516.33 .000933 O. O. O. 0 0 0 .00 3503.30 10690.00 *SECNO 90880.000 3265 DIVIDED FLOg 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.60 3470 ENCROACHMENT STATIONS= 2900.0 8615.0 TYPE= I TARGET= 5715.000 90880.000 29.47 443.97 .00 443.60 444.02 .06 .39 .01 437.00 44350.0 21246.0 10883.5 12220.5 18934.7 4498.1 5180.2 346.0 52.7 441.30 .11 1.12 2.42 2.36 .080 .075 .060 .(XX) 414.50 2900.00 .000365 500. 880. 780. 2 0 0 .00 4351.52 8615.00 *SECNO 92090.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3900.0 10020.0 TYPE= I TARGET= 6120.000 92090.000 33.78 444.38 .00 443.91 444.43 .06 .41 .00 443.00 44350.0 19852.1 12313.4 12184.6 19218.2 5118.3 5108.0 1047.4 169.0 442.50 .28 1.03 2.41 2.39 .080 .075 .060 .000 410.60 3900.00 .000382 964. 1210. 1234. 2 0 0 .00 5639.61 10020.00 19JUL96 15:15:28 PAGE 13 SECNO DEPTH CgSEL 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 *SECNO 92300.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2550.0 8710.0 TYPE= I TARGET= 6160.000 92300.0CK) 29.37 444.47 .C~ 443.98 444.51 .04 .07 .00 437.30 44350.0 23040.1 9394.0 11916.0 24426.7 4399.0 5961.2 1202.3 196.9 439.0(3 .32 .94 2.14 2.00 .080 .075 .060 .000 415.10 2550.00 .(X)0291 210. 210. 210. 1 0 0 .00 5943.04 8710.00 *SECNO 93620.0(30 3265 DIVIDED FLOg 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .56 3470 ENCROACHMENT STATIONS= 2950.0 8650.0 TYPE= I TARGET= 5700.000 93620.000 30.76 445.26 .00 444.69 445.51 .25 .94 .~ 439.50 44350.0 21062.2 20910.6 2377.3 12310.4 3768.8 1117.8 2525.1 480.3 437.50 .47 1.71 5.55 2.13 .070 .060 .060 .000 414.50 2950.00 .0(0)937 2570. 1320. 1420. 2 0 0 .00 4332.35 8650.00 *SECNO 93670.0{3(] 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2950.0 8650.0 TYPE= I TARGET= 5700.0(0) 93670.0(0) 14.43 445.43 .00 444.82 445.58 .15 .~ .01 439.00 44350.0 31879.4 11382.0 1088.7 13046.6 2477.9 684.4 2544.3 485.2 439.00 .48 2.44 4.59 1.59 .070 .060 .100 .000 431.00 2950.00 .001832 50. 50. 50. 2 0 0 .00 4349.72 8650.00 CCHV= .300 CEHV= .500 *SECNO 93730.000 19JUL96 15:15:28 PAGE 14 SE£NO DEPTH CWSEL CRIWS WSELK EG HV HL OLOS$ 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 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 443.50 MAX ELLC= 444.60 3470 ENCROACHMENT STATIONS= 3000.0 8800.0 TYPE= I TARGET= 5800.0(0) 4677 BRIDGE DECK DEFINITION ERROR AT STATIONS 8700.00 8800.00 93730.000 31.~ 445.56 .00 444.88 445.75 .20 .15 .02 443.50 44350.0 28070.5 16279.5 .0 9986.0 3566.0 .0 2564.8 491.2 1~.00 .48 2.81 4.57 .00 ,070 .060 .000 .000 414.50 3000.00 .00(33607 60. 60. 60. 2 0 0 -764.16 4301.87 8800.00 *SECNO 93760.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 443.50 MAX ELLC= 444.~:~) 3470 ENCROACHMENT STATIONS= 3000.0 8800.0 TYPE= I TARGET= 5800.(X]0 4677 BRIDGE DECK DEFINITION ERROR AT STATIONS 8700.0030 93760.000 31.18 445.68 .00 445.04 445.~5 .18 .10 .01 443.50 44350.0 28681.7 15668.3 .0 1049~).3 3595.2 .0 2574.3 494.2 1(X)000.00 .49 2.73 4.36 .00 .070 .(~50 .000 .(~30 414.50 3000.00 .00(33303 30. 30. 30. 2 0 0 -774.05 4325.71 8~30.00 *SECNO 93810.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.09 3470 ENCROACHMENT STATIONS= 2900.0 8650.0 TYPE= I TARGET= 5750.0(0) 93810.000 31.28 445.78 .00 445.22 445.94 .16 .07 .01 439.50 44350.0 23787.9 19414.7 1147.4 14652.8 4352.4 769.2 2593.7 499.3 439.00 .49 1.62 4.46 1.49 .070 .060 .070 ,0(~ 414.50 2900.00 .000759 50. 50. 50. 2 0 0 .00 4574.~ 8650.00 19JUL96 15:15:28 PAGE 15 SECNO DEPTH CgSEL 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 gTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPgID ENDST CCHV= .100 CEHV= .300 *SECNO 97570.000 3302 gARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.90 3470 ENCROACHMENT STATIONS= 31(~].0 10700.0 TYPE= 1 TARGET= 7600.000 97570.0(0) 23.82 446.82 .00 445.98 446.85 .03 .90 .01 433.00 44350.0 14864.9 7436.0 22049.2 14290.8 3196.7 26180.3 4143.1 777.2 440.00 1.09 1.04 2.33 .84 .070 .060 .09~) .0(0) 423.00 3100.(~ .000209 2100. 3760. 1700. 4 0 0 ,00 7600.00 10700.0(] *SECNO 98450.000 3265 DIVIDED FLOg 3470 ENCROACHMENT STATIONS= 1930.0 9480.0 TYPE= I TARGET= 7550.000 98450.0(0) 21.03 447.03 .00 446.19 447.08 ,05 .22 .01 445.70 44350.0 13340.5 9122.7 21886.8 10237.2 2881.0 21954.6 4816.5 904.1 443.00 1.23 1.30 3.17 1.00 .070 .060 .09~) .000 426.(30 1930.00 .0(0)426 800. 880. 700. 2 0 0 .00 7459.65 9480.00 *SECNO 90280.000 3265 DIVIDED FLOg 3470 ENCROACHMENT STATIONS= 26~.0 9530.0 TYPE= 1 TARGET= 6840.000 99280.000 19.38 447.38 .00 446.54 447,42 .05 .34 .00 445.70 44350.0 ~35.8 8540.2 27774.0 6136.6 2673.0 25133.1 5415.7 1027.2 443.00 1.37 1.31 3.19 1.11 .070 .(~50 .090 .0(0) 428.00 269~).00 .0(0)475 750. 830. 750. 2 0 0 .00 6804.38 9530.00 *SECNO 10(~40.000 3470 ENCROACHMENT STATIONS= 2300.0 9750.0 TYPE= I TARGET= 7450.0(0~ 10(0)40.0(0) 19.41 447.71 .00 446.83 447.74 .03 .32 .00 445.70 44350.0 12038.2 6600.4 25711.3 9337.2 2464.7 26055.7 6042.1 1151.6 443.00 1.53 1.29 2.68 .99 .070 .0~) .090 .0(0) 428.30 ,0(0)368 760. 760. ?60. 0 0 0 .00 7450.00 9750.00 19JUL96 15:15:28 PAGE 17 THIS RUN EXECUTED 19JUL96 15:15:29 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ELM FORK TRINITY RIVER SUMMARY PRINTOUT TABLE 110 SECNO CgSEL DIFKWS EG TOP,ID QLOB QCH QROB PEREN£ STENCL STCHL STCHR STENCR 90000.000 443.41 .00 443.44 7382.51 25826.67 12064.08 6459.25 .00 .00 9412.00 9733.00 .00 90000.000 443.49 .08 443.62 3503.30 13120.16 20393.52 10836.33 5740.00 4950.00 9412.00 9733.00 10690.00 90880.000 443.60 .00 443.64 6232.86 25175.55 9135.12 10039.33 .00 .00 7725.00 7990.00 .00 * 90880.000 443.97 .36 444.02 4351.52 21246.03 10883.50 12220.47 5715.00 2900.00 7725.00 7990.00 8615.00 92090.000 443.91 .00 443.95 7951.15 23979.18 10363.64 10007.18 .00 .00 9000.00 9320.00 .00 92090.000 444.38 .47 444.43 5639.61 19852.05 12313.36 12184.59 6120.00 3900.00 9000.00 9320.00 10020.00 92300.000 443.98 .00 444.01 7437.88 26019.95 8234.46 10095.58 .00 .00 7703.00 7969.00 .00 92300.000 444.47 .49 444.51 5943.04 23040.09 9393.96 11915.96 6160.00 2550.00 7703.00 7969.00 8710.00 * 93620.000 444.69 .00 444.84 7348.31 24532.09 17351.43 2466.47 .00 .00 8200.00 8380.00 .00 * 9]620.000 445.26 .57 445.51 4332.35 21062.16 20910.57 2377.27 5700.00 2950.00 8200.00 8380.00 8650.00 93670.000 444.82 .00 444.90 9698.05 32618.10 7883.18 3848.72 .00 .00 8200.00 8470.00 .00 93670.000 445.43 .61 445.58 4349.72 31879.36 11381.97 1088.68 5700.00 2950.00 8200.00 8470.00 8650.00 * 93730.000 444.88 .00 445.08 5236.82 29073.23 15276.77 .00 .00 .00 8490.00 8800.00 .00 * 9]730.000 445.56 .68 445.75 4301.87 28070.52 16279.48 .00 5800.00 3000.00 8490.00 8800.00 8800.00 93760.000 445.04 .00 445.21 7802.20 30020.58 14318.74 10.69 .00 .00 8490.00 8800.00 .00 * 93760.000 445.68 .64 445.86 4325.71 28681.73 15668.27 .00 5800.00 3000.00 8490.00 8800.00 8800.00 * 93810.000 445.22 .00 445.29 10076.32 24719.81 14465.44 5164.75 .00 .00 8200.00 8450.00 .00 * 93810.000 445.78 .56 445.94 4574.86 23787.91 19414.73 1147.37 5750.00 2900.00 8200.00 8450.00 8650.00 * 97570.000 445.98 .00 446.00 9182.30 20437.37 6700.52 17212.11 .00 .00 5490.00 5680.00 .00 * 97570.000 446.82 .84 446.85 7600.00 14864.87 7435.97 22049.17 7600.00 3100.00 5490.00 5680.00 10700.00 * 98450.000 446.19 .00 446.24 8302.07 18394.65 8865.28 17090.07 .00 .00 4035.00 4215.00 .00 98450.000 447.03 .84 447.08 7459.65 13340.47 9122.70 21886.83 7550.00 1930.00 4035.00 4215.00 9480.00 19JUL96 15:15:28 PAGE 18 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 99280.0(0) 446.54 .00 446.57 8487.64 18487.51 699?.2? 18865.22 .00 .00 4035.00 4215.00 .00 9928~).0(0] 447.38 .84 447.42 6804.38 8035.79 8540.20 27774.01 6840.00 2690.00 4035.0(2 4215.00 9530.00 1CX~040.000 446.83 .00 446.~ 8536.51 19571.33 5845.64 18933.04 .00 .00 4035.00 4215.(30 .00 10(0)00.000 447.71 .88 447.74 7450.00 12038.23 6600.43 25711.34 ?450.00 230(].00 4035.00 4215.00 9750.00 * 103060.0(~ 448.11 .00 448.20 8576.71 5193.~ 8269.52 30~87.43 .00 .C~ 3333.00 3533.00 .00 * 103060.0(0) 448.88 .77 448.95 6712.46 9~.96 ?~9.76 35493.29 6860.00 2840.(30 3333.00 3533.00 9700.00 1060~0.0(0) 450.57 .00 450.62 6543.06 431.47 5250.84 38~7.6~S .00 .00 2630.00 2850.00 .00 106(~0.000 450.88 .31 450.94 5610.38 .00 5272.22 39~)77.77 6050.00 2580.00 2630.00 2850.00 8630.00 19JUL96 15:15:28 PAGE 19 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 90880.(3(]0 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93620.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93620.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93730,0(03 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 93730.0(]0 PROFILE= 2 BRIDGE DECK DEFINITION ERROR CAUTION SECNO=- 93760.000 PROFILE= 2 BRIDGE DECK DEFINITION ERROR WARNING SECNO= 93810.0(0) PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93810.0(0) PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.00(3 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.C)(X) PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98450.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 10306~).000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103~0.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 19JUL96 15:15:28 PAGE 20 FL(X~DWAY DATA, ELM FORK TRINITY RIVER PROFILE NO. 2 ....... FLOODWAY ....... WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLC~)DWAY 900(X).000 5174. 18581. 2.4 443.5 443.4 .1 ~0.000 5715. 2~13. 1.5 444.0 443.6 .4 9209~).{X)0 6120. 29445. 1.5 444.4 443.9 .5 92300.000 6160. 34787. 1.3 444.5 444.0 .5 93620.000 5700. 17197. 2.6 445.3 444.7 .6 93670.000 5700. 16209. 2.7 445.4 444.8 .6 93730.0(03 58(X). 13552. 3.3 445.6 444.9 .7 9376~).000 5800. 14085. 3.1 445.6 445.0 .6 93810.000 5750. 19774. 2.2 445.8 445.2 .6 97570.0(X) ?600. 43668. 1.0 446.8 446.0 .8 98450.000 7550. 35073. 1.3 447.0 446.2 992~.(X)0 6840. 33943. 1.3 447.3 446.5 .8 1(X)040.0(~] 7450. 37858. 1.2 447.? 446.8 .9 103060.000 6~0. 25698. 1.7 448.9 448.1 .8 10~)~0.000 5981. 25842. 1.7 450.9 450.6 .3 EXISTING CONDITIONS FLOODWAY MODEL * HEC-2 WATER SURFACE PROFILES * * U.S. ARMY CORPS OF ENGINEERS * , , * HYDROLOGIC ENGINEERING CENTER * * Version 4.6.2; May 1991 * * 609 SECOND STREET, SUITE D * , · * DAVIS, CALIFORNIA 95616-4687 * * RUN DATE 22JUL96 TIME 08:49:53 * * (916) 756-1104 * X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX 22JUL96 08:49:53 PAGE I THIS RUN EXECUTED 22JUL96 08:49:53 HEC-2 gATER SURFACE PROFILES Version 4.6.2~ M~y 1991 ************************************* T1 EXISTING CONDITIONS FIS FEOODgAY MODEL T2 IO0-YR DISCHARGES - NATURAL PROFILE T3 ELM FORK TRINITY RIVE~ T4 ANALYSES BY NATHAN D. MAIER CONSULTING ENGINEERS, INC. EEFFISEXF.IH2~ J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q gSEL FQ 2 443.41 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IB~ CHNIM ITRACE I -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 110 200 NC .08 .06 .075 .1 .3 QT 2 44350 44350 ET 4.1 4950 10690 X1 90000 40 9412 9733 GR 450 1000 442 1010 440.8 1285 440.7 1810 440 2120 GR 440 2670 434 3300 434 3575 440 4360 446.7 5330 GR 438 5835 438 6525 436.1 6780 447.5 6950 444.8 7480 GR 445 7950 440.2 8630 448 9147 439 9342 438 9412 GR 435 9442 434.4 9452 431.4 9522 431 9557 415.9 9589 GR 409.6 9591 409.6 9645 415.9 9647 427.4 9670 429.2 9689 GR 430.4 9715 430.4 9715 440.5 9733 440 9760 441.2 9810 GR 440 9840 438 10004 438 10690 445 10765 445 14855 ET 4.1 2900 8615 Xl 90880 45 7725 7990 500 780 880 GR 438 1000 438 1920 440 2230 440 2640 436.9 2870 GR 440.5 3500 436.5 3692 438.5 4080 438.5 4440 445.1 4510 GR 448.5 4860 462.2 4920 457 5530 444 5860 437 6165 GR 437.5 6835 439.5 7315 440 7510 440 7585 439 7600 GR 438 7635 437 7725 435 7760 434.5 7783 432.9 7833 GR 416.5 7866 414.5 7867 414.5 7939 416.5 7940 430.4 7959 GR 431.8 7970 441.3 7990 440.7 8046 440.7 8050 441.8 8099 GR 441.8 8100 440 8245 429.4 8284 429.4 8512 438 8550 GR 438 8600 445 8620 445 12805 445 12915 450 13000 22JUL96 08:49:53 PAGE 2 ET 4.1 3900 10020 Xl 92090 45 9000 9320 964 1234 1210 GE 452.80 1000 452.40 1100. 444.3 1300 444.20 1400 442.4 1600 GR 441.50 1800 442.50 2100. 437.6 2500 438.9 3475 439.8 4100 GR 440.2 4110 439.9 4210. 435.1 4700 438.9 5100 440.5 5300 GR 440.20 5500 441.4 5600 445 6000 442.3 6080 440.8 6930 GR 441.60 6950 440. 6965 440 8250 446.5 8400 444 8600 GR 446.90 8700 441.2 8800 442.8 8940 445.2 8970 443 9000 GR 427 9135 412.7 9175 410.6 9190 428 9235 426 9260 GR 430 9300 442.5 9320 440.9 9444 444.9 9594 429.8 9634 GR 429.8 9864 439.1 9900 440 10010 445 10025 445 14000 ET 4.1 2550 8710 X1 92300 42 7703 7969 210 210 210 GR 438 1000 438 1580 438.6 2280 441.1 2710 438 3080 GR 442.3 3820 438 4450 441.4 4800 437 5080 446.4 5405 GR 437.8 6070 438.2 6660 438 7550 439.7 7618 440.7 7656 GR 437.3 7703 433.8 7718 431.8 7757 427.6 7780 427.2 7804 GR 417.8 7820 415.1 7821 415.1 7862 417,1 7863 421.6 7870 GR 423.3 7875 430.1 7890 431.1 7928 434.9 7938 435.1 7951 GR 439 7969 440.7 8000 440 8158 440 8159 440 8210 GR 429.9 8250 429.9 8480 440 8520 440 8700 445 8712 GR 445 12340 450 12580 NC .07 .06 .06 ET 4.1 2950 8650 X1 93620 49 8200 8380 2570 1420 1320. GR 445 1000 445 1080 446 1180 446 1240 441 1530 GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300. GR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710. GR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470. GR 442.5 5760 445 5970 444 6280 442 6470 444 6660. GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630. GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439.5 8200 GR 418 8230. 420 8260 414.5 8280 437.5 8380. 439 8400. GE 439 8450. 443.5 8590 444.5 9620 443.5 10000 442 10140, GR 445 10220 445 12430 447 12840 450 12940. NC .07 .1 .06 ET 4,1 2950 8650 X1 93670 59 8200 8470. 50 50 50. GR 445 1000 445 1080 446 1180 446 1240 441 1530. GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300. GR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710. GR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470. GR 442.5 5760 445 5970 444 6280 442 6470 444 6660. GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630. GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439 8200. GR 437.5 8225 437.5 8274 434 8275 434.3 8390 437.2 8391. GR 437.5 8420 439 8470 443.5 8620 444.5 9620 443.5 10000. GR 442 10140 443 10540 444 10650 444 10800 445 10930. GR 442.5 12000 442.5 12110 441 12200 439 12210 441.5 12220. GR 444 12330 443.5 12430 447 12840 450. 12940. 22JUL96 08:49:53 PAGE 3 NC .3 .5 ET 4.1 3000 8800 X1 93730 44. 8490 8800 60 60 60. 8T 2 8490 443.5 439.6 8800 448.5 444.6 GR 450 1000 447 1420 447 1620 443 2020 442 2480 GR 441.5 3620 442 3820 450 4420 451 4820 447 5220. GR 447 5420 443.5 5820 443.5 6120 445 6380 442 6890 GR 445 7290 443.5 7860 441 7920 439.5 8010 437.5 8030 GR 431 8050 436.5 8090 441.5 8110 444 8120 443.5 8170 GR 443 8370 443.5 8490 439.6 8490 436 8640 418 8650 GR 420 8670 414.5 8700 444,6 8800 448.5 8800 446 8870 GR 446.5 9110 445.5 9310 446 9610 445.5 10320 445 10420 GR 445 12720 445 12820 447 13120 450 13260 ET 4.1 3000 8800 X1 93760 30 30 30 X2 1 NC .07 .07 .06 ET 4.1 2900 8650 SANDY LAKE RD PROPERTY LOCATED IN RT OVERBANK FROM GR STATIONS 8880 TO 10433 REPLACEMENT GR POINTS BASED ON FIELD SURVEY BY NDMCE (MARCH 1996) xl 93810 67 8200 8450 50 50 50 GR 445 1000 445 1080 446 1180 446 1240 441 1530 GR 440 2300 439.5 2700 440.5 2900 439 3010 438,5 3300 GR 443 3720 446.5 3810 449.5 4200 449.5 4520 446.5 4710 GR 445,5 4910 445.8 5000 446 5090 444 5240 442.5 5470 GR 442.5 5760 445 5970 444 6280 442 6470 444 6660 GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630 GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439.5 8200 GR 418 8230 420 8260 414.5 8280 437.5 8380 439 8400 GR 439 8450 443.5 8590 443.6 8880 444.0 8905 444,0 9270 GR 443.9 9617 444.9 9714 444.3 9767 444.0 9956 443.8 10114 GR 444.0 10137 444.0 10327 445.0 10394 445.6 10433 443 10540 GR 444 10650 444 10800 445 10930 442.5 12000. 442.5 12110 GR 441 12200 439 12210 441 12220 444 12330. 443.5 12430 GR 447 12840 450 12940. NC .07 .09 .06 .1 .3 ET 4.1 3100 10700 X1 97570 56 5490 5680 2100 1700 3760 GR 450 600 446 820 444 880 444 1150 442 1420 GR 442 1870 440 2180 440 3800 442 3820 444 4030 GR 444 4220 440 4360 440 5200 442 5330 442 5460 GR 440 5470 433 5490 423 5525 423 5575 433 5610 GR 436 5630 440 5680 440 5920 442 6000 442 6680 GR 440 6750 438 6830 438 7200 440 7350 433.2 7360 GR 433.2 7440 440 7470 440 7500 442 8000 442 8150 GR 440 8160 440 8175 433.2 8200 433.2 8265 440 8270 22JUL96 08:49:53 PAGE 4 GR 442 8350 442 9230 444 9520 440 9630 434 9655 GR 428 9670 428 9685 434 9700 440 9710 444 9760 GR 446 10005 446.3 10275 446 10560 446 11000 446 12100 GR 450 12170 ET 4.1 1930 9480 X1 98450 49 4035 4215 800 700 880 GR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 GR 442 1840 440,5 2500 441.2 2925 442.5 3080 443 3180 GR 443 3700 444.5 3880 444,9 4000 445,7 4035 426.9 4090 GR 426 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442.1 5600 444.5 5685 443 6640 442.5 6700 GR 442,5 6800 441.4 7000 440.2 7115 439.8 7500 440 7600 GR 441.6 7800 442 8200 443.6 8800 443.5 8900 446.5 9000 GR 446.5 9100 447.5 9185 447.3 9235 428.3 9265 428.5 9305 GR 446 9325 447.5 9800 446 10400 446.9 10900 446.5 11000 GR 448 11100 455 11200 457.5 11300 459.2 11420 ET 4.1 269{) 9530 X1 99280 49 4035 4215 750 750 830 GR 451 1000 444 1030 441.5 1190 439.7 120{) 439.7 1830 GR 442 1840 440.5 2500 441.2 2925 442.5 3080 443 3180 GR 443 3700 444.5 3880 444,9 4000 445.7 4035 428.9 4090 GR 428 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442.1 5600 442.5 5685 443 6640 442.5 6700 GR 442.5 6800 441.4 7000 440.2 7115 439.8 7500 440 7600 GR 441.6 7800 442 8200 443.6 8800 443.5 8900 446.5 9200 GR 446.5 9300 447.5 9335 447.3 9385 428.3 9415 428.5 9455 GR 446 9475 447.5 9800 447 10400 446.9 10900 447 11000 GR 448 11100 455 11200 457,5 11300 459,2 11420 ET 4.1 2300 9750 X1 100040 49 4035 4215 760 760 760 GR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 GR 442 1840 440.5 2500 441.2 2925 442.5 3080 443 3180 GR 443 3700 444.5 3880 444.9 4000 445.7 4035 430.9 4090 GR 430 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442.1 5600 444.5 5685 443 6640 442.5 6700 GR 442.5 6800 441.4 7000 440.2 7115 439.8 7500 440 7600 GR 441,6 7800 442 8200 443.6 8800 443.5 8900 446.5 9200 GR 446.5 9350 447.5 9600 447.3 9650 428.3 9680 428.5 9720 GR 446 9740 447.5 9800 447 10400 446.9 10900 447 11000 GR 448 11100 455 11200 457.5 11300 459.2 11420 ET 4.1 2840 9700 X1 103060 96 3333. 3533. 1850.0 1775.0 3020.0 GR 455.5 1000. 451.7 1023. 448.7 1146. 447.7 1154. 446.6 1229. GR 444.8 1630. 444.9 1638. 446.0 1646. 445.7 2153, 445.8 2245. GR 446.6 2479. 447.5 2599. 447,9 2675. 448.0 2746. 445,2 2846. GR 445.2 2946, 448.3 3061. 448.3 3075, 449.0 3213. 449.2 3306. GR 449.6 3333. 438.7 3385. 434.9 3438. 431.4 3449. 430.0 3470. GR 439.9 3498. 447.5 3533. 448.2 357e. 446.5 3584. 446.9 3605. GR 448.4 3656. 448.5 3703. 447.6 3851. 446.6 4531, 444.0 4664. GR 444.3 4700. 445.3 4782. 445.6 487n. 445.5 4880. 446.4 4962. 22JUL96 08:49:53 PAGE 5 GR 444.7 5302. 443.9 5354. 442.7 5364. 442.6 5405. 444.4 5416. GR 443,8 5549. 442.3 5560. 442.3 5570. 443.8 5580. 444.0 5891. GR 443.8 5949. 444.0 6047. 443.8 6208. 443.7 6241. 443.2 6353, GR 443.3 6727. 443.5 6825. 443.6 6846. 444.2 7019. 444.2 7402. GR 444.2 7408. 444.8 7823. 445.2 7947. 444.7 7992. 444.3 8019. GR 444.6 8089. 445,4 8173. 446.5 8381. 446.5 8527. 446.6 8564. GR 447.4 8770. 447.4 8819. 437.9 8848. 438.1 8887. 446.9 8906. GR 447.8 8964. 447.8 9089. 445.0 9182. 446.4 9223. 447.1 9285. GR 447,8 9315. 439.8 9326. 433.2 9367. 439.7 9398. 440.9 9439. GR 444.9 9460. 447.6 9490. 447.4 9548. 447.3 9655. 446.6 9912. GR 447.5 10034. 448.0 10132. 449.4 10229, 453.6 10326. 455.5 10423, GR 457.1 10540. ET 4.1 2580 8630 X1 106080 52 2630, 2850. 1850.0 1775.0 3020.0 GR 460 1000 453.5 1160 450 1440 451 1870 453 2220 GR 447.5 2290 447.5 2360 453.5 2440 453.5 2630 439.5 2730 GR 432.5 2740 430 2760 444 2800 452 2850 453,5 2890 GR 450 2900 453 2970 451 3160 450 3820 445 3950 GR 449 4150 445,5 4570 444 4620 441.5 4630 441.5 4670 GR 445 4680 444 4810 441 4820 441 4830 444 4840 GR 446 5450 447 6070 446.5 6610 446.5 7020 447 7140 GR 445 7210 446.5 7360 446.5 7740 448.5 8250 443 8340 GR 446 8380 447.5 8440 449 8470 433 8480 420 8520 GR 433 8550 435.5 8590 443.5 8610 449 8640 448.5 8800 GR 446.5 9050 455 9660 22JUL96 08:49:53 PAGE 6 SECNO DEPTH CgSEL CRIgS gSELK EG HV HL OLOSS L-BANK ELEV QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR gTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 1 0 CCHVTM .100 CEHV= .300 *SECNO 90000.000 3265 DIVIDED FLOg 90000.000 33,81 443.41 .00 443.41 443.44 .03 .00 .00 438.(~3 44350.0 25826.7 12064,1 6459.3 25502.6 5329.3 4901.4 .0 .0 440.50 .00 1.01 2.26 1.32 .080 .075 ,060 .000 409.60 1008.24 .000332 O, O. O. 0 0 0 .00 7382.51 10747.96 *SECNO 90880.000 3265 DIVIDED FLOg 3280 CROSS SECTION 90880.00 EXTENDED 5.60 FEET 90880.000 29.10 443.60 .00 .00 443.64 .04 .19 .00 437.00 44350.0 25175.5 9135.1 10039.3 27125.6 4401.9 4953.6 488.6 86.0 441.30 .13 .93 2.08 2.03 .080 .075 .060 .000 414.50 10(0).00 .0(0)276 500. 880. 780. 2 0 0 .(~] 6232.86 8616.01 *SECNO 92090.000 3265 DIVIDED FLOg 92090.000 33.31 443,91 .00 .00 443.95 .04 .31 .00 443.00 44350.0 23979.2 10363.6 10007.2 27254.6 4969.6 4797.4 1358.6 248.6 442.50 .34 .88 2.09 2.09 .080 .075 .060 .000 410.60 1432.00 .000299 964, 1210, 1234. 2 0 0 .00 7951.15 10021.74 *SECNO 92300.000 3265 DIVIDED FLOg 3280 CROSS SECTION 92300.00 EXTENDED 5,97 FEET 92300.000 28.88 443.98 .00 .00 444.01 .03 .06 .00 437.30 44350.0 26020.0 8234.5 10095.6 30700.7 4269.0 5599.1 1545.6 285.7 439.00 .38 .85 1.93 1.80 .080 .075 .060 .000 415.10 1000.00 .0(~]247 210, 210. 210. 0 0 0 .00 7437.88 8709.53 22JUL96 08:49:53 PAGE 7 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 XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 93620.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .59 93620.0(0) 30.19 444.69 .00 .00 444.84 .16 .80 .04 439.50 44350.0 24532.1 17351.4 24~.5 16899.7 3~6.5 2234.3 3197.7 681.5 437.50 .59 1.45 4.73 1.10 .070 .060 .060 .000 414.50 1316.03 .0(0)707 2570. 1320. 1420. 2 0 0 .00 7348.31 10211.71 *SECNO 93670.000 3265 DIVIDED FLOW 93670.0(0] 13.82 444.82 .00 .00 444.90 .07 .04 .01 439.(]0 44350.0 32618.1 7883.2 3848.7 17689.5 2314.3 5426.9 3225.4 691.3 439.(X) .60 1.84 3.41 .71 .070 .060 .100 .000 431.00 1308.21 .001104 50. 50. 50. 2 0 0 .00 9698.05 12585.10 CCHV= .300 CEHV= .500 *SECNO 93730.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .49 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 443.50 MAX ELLC: 444.60 93730.(30(3 30.38 444.88 .00 .00 445.08 .20 .12 .06 443.50 44350.0 29073.2 15276.8 .0 10152.4 3317.4 .0 3252.2 701.6 448.50 .60 2.86 4.61 .00 .070 .060 .000 .0(~ 414.50 1832.18 .004519 60. 60. 60. 0 0 0 -802.35 5236.82 8800,00 *SECNO 93760.000 22JUL96 08:49:53 PAGE 8 SECNO DEPTH CgSEL CRIgS gSELK 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 $STA SLOPE XLOBL XLCH XLOBR ITRIAL IDC I¢ONT CORAR TOPgID ENDST 3265 DIVIDED FLOg 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 443.50 MAX ELLC= 444.60 93760.000 30.54 445.04 .00 .00 445.21 .17 .13 .01 443.50 44350.0 30020.6 14318.7 10.7 10965.6 3332.0 97.0 3261.8 706.1 448.50 .61 2.74 4.30 .11 .070 .060 .100 .000 414.50 1815.97 .003985 30. 30. 30. 2 0 0 -837.95 7802.20 12826.05 *SECNO 93810.000 3265 DIVIDED FLOg 3280 CROSS SECTION 93810.00 EXTENDED .21 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.85 93810.000 30.71 445.21 .00 .00 445.29 .08 .05 .03 439.50 44350.0 25228.0 14781.4 4340.6 19788.6 4211.1 6248.4 3287.4 716.3 439.00 .61 1.27 3.51 .69 .070 .060 .070 .000 414.50 1000.00 .000491 50. 50. 50. 2 0 0 .00 10033.71 12630.81 CCHV= .100 CEHV= .300 *SECNO 97570.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.57 97570.000 23.00 446.00 .00 .00 446.02 .02 .72 .01 433.00 44350.0 20450.3 6685.8 17213.9 22577.6 3039.1 22103.3 5174.8 1149.1 440.00 1.25 .91 2.20 .78 .070 .060 .090 .000 423.00 820.14 .000200 2100. 3760. 1700. 4 0 0 .00 9184.27 10004.41 *SECNO 98450.000 3265 DIVIDED FLOg 22JUL96 08:49:53 PAGE 9 SECNO DEPTH CgSEL CRIgS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TgA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR gTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .65 98450.000 20.20 446.20 .00 ,00 446.25 .05 .23 .01 445.70 44350,0 18400.1 8844.2 17105.7 13654.8 2732,2 17767.1 5886.1 1299.3 443.00 1.38 1.35 3.24 .96 .070 .060 .090 .0(03 426.00 1020.56 .000478 800. 880. 700. 2 0 0 .00 8317.12 10513.22 *SECNO 99280.000 3265 DIVIDED FLOg 99280.000 18.55 446.55 .00 .00 446.58 .03 .33 .00 445.70 44350.0 18489.8 6985.2 18875.0 14690.8 2524.0 20800.5 6512.2 1444,3 443.00 1.54 1.26 2.77 .91 ,070 .060 .090 .0(0) 428.00 1019.08 .000385 750. 830. 750. 2 0 0 ,00 8489.99 9593.60 *SECNO 3265 DIVIDED FLOg 10(0)40.000 18.54 446.84 .00 .00 446.86 ,03 .28 .00 445.70 44350.0 19571.4 5837.8 18940.7 15560.5 2305.9 21264.5 7185.2 1592.8 443.00 1.71 1.26 2.53 .89 ,070 .060 .090 .000 428.30 1017.85 .000360 760. 760. 760. 2 0 0 .00 8538.77 9773.43 *SECNO 103060.000 3265 DIVIDED FLOg 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .47 103060.000 18.11 448.11 .00 .00 448.20 .09 1.32 .02 449.60 44350.0 5197.5 8264.0 30888.5 3673,6 1864.5 18757,9 8553.7 1951.1 447.50 1.97 1.41 4.43 1.65 .070 .~0 .090 .000 430.00 1150.68 .001601 1850. 3020. 1775. 2 0 0 .00 8577.65 10139.93 22JUL96 08:49:53 PAGE 10 SECNO DEPTH CgSEL CRIgS 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 gTN ELMIN $STA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPgID ENDST *SECNO 106080.000 3265 DIVIDED FLOW 106080.000 30.57 450.57 .00 .00 450.62 .05 2.42 .00 453.50 44350.0 431,5 5250.8 38667.7 420.2 1647.3 24145.0 9636.4 2266.7 452.00 2.27 1.03 3.19 1.60 .070 .060 .090 .000 420.00 1394.46 .000970 1850. 3020. 1775. 2 0 0 .00 6543.06 9342.03 22JUL96 08:49:53 PAGE 11 T1 EXISTING CONDITIONS FIS FLOODgAY MODEL T2 100-YR DISCHARGES - ENCROACHED PROFILE T3 ELM FORK TRINITY RIVER J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q gSEL FQ 3 443.49 J2 NPROF IPLOT PRFV$ XSECV XSECH FN ALLDC IBg CHNIM ITRACE 15 -1 22JUL96 08:49:53 PAGE 12 SECNO DEPTH CgSEL CRIgS 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 gTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPgID ENDST *PROF 2 0 CCHV= .100 CEHV= .300 *SECNO 90000.000 3265 DIVIDED FLOg 3470 ENCROACHMENT STATIONS= 4950.0 10690.0 TYPE= I TARGET= 5740.000 90000.000 33.89 443.49 .00 443.41 443.62 .13 .00 .00 438.00 44350.0 13120.2 20393.5 10836.3 8405.4 5354.9 4821.2 .0 .0 440.50 .00 1.56 3.81 2.25 .080 .075 .060 .000 409.60 5516.33 .000933 O. O. O. 0 0 0 .00 3503.30 10690.00 *SECNO 90880.000 3265 DIVIDED FLOg 3302 gARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.60 3470 ENCROACHMENT STATIONS= 2900.0 8615.0 TYPE= I TARGET= 5715.000 90880.000 29.47 443.97 .00 443.60 444.02 .06 .39 .01 437.00 44350.0 21246.0 10883.5 12220.5 18934.7 4498.1 5180.2 346.0 52.7 441.30 .11 1.12 2.42 2.36 .080 .075 .060 .000 414.50 2900.00 .000365 500. 880. 780. 2 0 0 .00 4351.52 8615.00 *SECNO 92090.000 3265 DIVIDED FLOg 3470 ENCROACHMENT STATIONS= 3900.0 10020.0 TYPE= I TARGET= 6120.000 92090.000 33.78 444.38 .00 443.91 444.43 .06 .41 .00 443.00 44350.0 19852.1 12313.4 12184.6 19218.2 5118.3 5108.0 1047.4 169.0 442.50 .28 1.03 2.41 2.39 .080 .075 .060 .000 410.60 3900.00 .000382 964. 1210. 1234. 2 0 0 .00 5639.61 10020.00 22JUL96 08:49:53 PAGE 13 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 XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 92300.000 3265 DIVIDED FLOg 3470 ENCROACHMENT STATIONS= 2550.0 8710.0 TYPE= I TARGET= 6160.000 92300.000 29,37 444.47 .00 443.98 444.51 .04 .07 .00 437.30 44350.0 23040.1 9394.0 11916.0 24426.7 4399.0 5961.2 1202.3 196.9 439.00 ,32 .94 2.14 2.00 .080 .075 .060 .000 415.10 2550.00 .000291 210. 210. 210. I 0 0 .00 5943.04 8710.00 *SECNO 93620.000 3265 DIVIDED FLOg 3302 WARNING; CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGEr KRATIO = .56 3470 ENCROACHMENT STATIONS= 2950.0 8650.0 TYPE= I TARGET= 5700.000 93620.000 30.76 445.26 .00 444,69 445.51 .25 .94 .06 439.50 44350.0 21062.2 20910.6 2377.3 12310.4 3768.8 1117.8 2525.1 480.3 437.50 .47 1.71 5.55 2.13 .070 .060 .060 .000 414.50 2950.00 .000937 2570. 1320, 1420. 2 0 0 .00 4332.35 8650.00 *SECNO 93670.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2950.0 8650.0 TYPE= I TARGET= 5700.000 93670.000 14.43 445.43 .00 444.82 445.58 .15 .06 .01 439.00 44350.0 31879.4 11382,0 1088.7 13046.6 2477,9 684.4 2544.3 485.2 439.00 .48 2.44 4.59 1.59 .070 .060 .100 .000 431.00 2950.00 .001832 50. 50. 50. 2 0 0 .00 4349.72 8650.00 CCHV= .300 CEHV= .500 *SECNO 93730.000 22JUL96 08:49:53 PAGE 14 SECNO DEPTH CUSEL CRIWS WSELK EG HV HL 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 ICONT CORAR TOPWID ENDST 3265 DIVIDED FLO~ 3370 NORMAL BRIDGE, NED= 2 MIN ELTRD= 443.50 MAX ELLC= 444.60 3470 ENCROACHMENT STATIONS= 3000.0 8800.0 TYPE= I TARGET= 5800.000 4677 BRIDGE DECK DEFINITION ERROR AT STATIONS 8700.00 8800.00 93730.000 31.06 445.56 .00 444.88 445.75 .20 .15 .02 443.50 44350.0 28070.5 16279.5 .0 9986.0 3566.0 .0 2564.8 491.2 100000.00 .48 2.81 4.57 .00 .070 .060 .000 .000 414.50 3000.00 .003607 60. 60. 60. 2 0 0 -764.16 4301.87 8800.00 *SECNO 93760.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGEf NRD= 2 MIN ELTRD= 443.50 MAX ELLC= 444.60 3470 ENCROACHMENT STATIONS= 3000.0 8800.0 TYPE= I TARGET= 5800.000 4677 BRIDGE DECK DEFINITION ERROR AT STATIONS 8700.00 8800.00 93760.000 31.18 445.68 .00 445,04 445.86 .18 .10 .01 443.50 44350.0 28681.7 15668.3 .0 10490.3 3595.2 .0 2574.3 494.2 100000.00 .49 2.73 4.36 .00 .070 .060 .000 .000 414.50 3000.00 .003303 30. 30. 30. 2 0 0 -774.05 4325.71 8800.00 *SECNO 93810.000 3265 DIVIDED FLOW 3302 gARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.09 3470 ENCROACHMENT STATIONS= 2900.0 8650.0 TYPE= I TARGET= 5750.000 93810.000 31.28 445.78 .00 445,21 445.94 .16 .07 .01 439.50 44350.0 23786.9 19413.9 1149.1 14652.8 4352.4 770.3 2593.8 499.3 439.00 .49 1.62 4.46 1.49 .070 .060 .070 .000 414.50 2900.00 .000759 50. 50. 50. 2 0 0 .00 4574.86 8650.00 22JUL96 08:49:53 PAGE 15 SECNO DEPTH CgSEL CRIgS WSELK EG HV HL OLOSS L-BANK ELEV QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR gTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV: .100 CEHV: .300 *SECNO 97570.0(~3 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.90 3470 ENCROACHMENT STATIONS= 3100.0 107(~).0 TYPE: I TARGET= 7600.0(0) 97570.0(~) 23.82 446.82 .00 446.00 446.85 .03 .90 .01 433.00 44350.0 14864.9 7436.0 22049.2 14290.8 3196.7 26180.2 4143.1 777.2 440.00 1.09 1.04 2.33 .84 .070 .060 .090 .000 423.00 3100.00 .000209 2100. 3760. 1700. 4 0 0 .00 7600.00 10700.00 *SECNO 98450.000 3265 DIVIDED FLOg 3470 ENCROACHMENT STATIONS= 1930.0 9480.0 TYPE: I TARGET= 7550.000 98450.000 21.03 447.03 .00 446.20 447.08 .05 .22 .01 445.70 44350.0 13340.4 9122.8 21~6.8 10237.1 2881.0 21954.3 4816.5 ~K)4.1 443.(X) 1.23 1.30 3.17 1.[~) .070 .060 .090 .000 426.00 1930.00 .(X)0426 800. 880. 700. 2 0 0 .00 7459.65 9480.00 *SECNO 99280.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2690.0 9530.0 TYPE= I TARGET= 6840.000 99280.000 19.38 447.38 .EX) 446.55 447.42 .05 .34 .00 445.70 44350.0 8035.8 8540.2 27774.0 6136.6 2673.0 25133.3 5415.7 1027.2 443.(X3 1.37 1.31 3.19 1.11 .070 .060 .0912 .000 428.00 2690.00 .0(0)475 750. 830. 750. 2 0 0 .00 6804.38 9530.00 *SECNO 100040.000 3470 ENCROACHMENT STATIONS= 2300.0 9750.0 TYPE= I TARGET: 7450.000 1(X)040.0(0) 19.41 447.71 .00 ~.84 447.74 .03 .32 .00 445.70 44350.0 12038.2 6600.5 25711.3 9337.1 2464.7 26055.5 6042.1 1151.6 443.00 1.53 1.29 2.68 .~ .070 .060 .090 .000 428.30 2300.00 .0(03368 760. 760. 760. 0 0 0 .00 7450.00 9750.00 22JUL96 08:49:53 PAGE 16 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TgA R-BANK ELEV TIME VLOB VCH VROB XNL XN£H XNR gTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPgID ENDST *SECNO 103060.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .56 3470 ENCROACHMENT STATIONS= 2840.0 9700.0 TYPE= I TARGET= 6860.000 103060.000 18.88 448.88 .00 448.11 448.95 .07 1.20 .01 449.60 44350.0 967.0 7889.8 35493.3 675.0 2013.2 23010.1 7409.6 1447.3 447.50 1.81 1.43 3.92 1.54 .070 .060 .090 .000 430.00 2840.00 .001159 1850. 3020. 1775. 2 0 0 .00 6712.46 9700.00 *SECNO 106080.000 3265 DIVIDED FLOg 3470 ENCROACHMENT STATIONS= 2580.0 8630.0 TYPE= I TARGET= 6050.000 106080,000 30.88 450.88 .00 450.57 450.94 .05 1.99 .00 453.50 44350.0 .0 5272.2 39077.8 .0 1707.7 24134.0 8513.4 1704.3 452.00 2.11 .00 3.09 1.62 .000 .060 .090 .000 420.00 2648.69 .000893 1850. 3020. 1775. 2 0 0 .00 5610.36 8630.00 22JUL96 08:49:53 PAGE 17 THIS RUN EXECUTED 22JUL96 08:49:54 HEC-2 gATER SURFACE PROFILES Version 4.6.2; May 1991 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ELM FORK TRINITY RIVER SUMMARY PRINTOUT TABLE 110 SECNO CWSEL DIFKgS EG TOPgID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 90000.000 443.41 .00 443.44 7382.51 25826.67 12064.08 6459.25 .00 .00 9412.00 9733.00 .00 90000.000 443.49 .08 443.62 3503.30 13120.16 20393.52 10836.33 5740.00 4950.00 9412.00 9733,00 10690.00 90880.000 443.60 .00 443.64 6232.86 25175.55 9135.12 10039.33 .00 .00 7725.00 7990.00 .00 * 90880.000 443.97 .36 444,02 4351.52 21246.03 10883.50 12220.47 5715.00 2900.00 7725.00 7990,00 8615.00 92090.000 443.91 .00 443.95 7951.15 23979.18 10363.64 10007.18 .00 .00 9000.00 9320.00 .00 92090.000 444.38 .47 444.43 5639.61 19852.05 12313.36 12184.59 6120.00 390(],00 9000.00 9320.00 10020.00 92300.000 443.98 .00 444.01 7437.88 26019.95 8234.46 10095.58 .00 ,00 7703.00 7969.00 .00 92300.000 444.47 .49 444.51 5943.04 23040.09 9393.96 11915,96 6160,00 2550.00 7703.00 7969.00 8710,00 * 93620.000 444.69 .00 444.84 7348.31 24532.09 17351.43 2466.47 .00 .00 8200.00 8380.00 .00 * 93620.000 445.26 .57 445.51 4332.35 21062.16 20910.57 2377.27 5700.00 2950.00 8200.00 8380.0(] 8650.00 93670.000 444.82 .00 444.90 9698.05 32618.10 7883.18 3848.72 .00 .00 8200.00 8470.00 93670.000 445.43 .61 445.58 4349,72 31879.36 11381.97 1088.68 5700.00 2950.00 8200.00 8470,00 8650.00 * 93730.000 444.88 .00 445.08 5236.82 29073.23 15276.77 .00 .00 .00 8490.00 8800.00 ,00 * 93730.000 445.56 .68 445,75 4301.87 28070.52 16279.48 .00 5800.00 3000.00 8490.00 8800.00 8800.0(3 93760.000 445.04 .00 445.21 7802.20 30020.58 14318.74 10.69 .00 .00 8490.00 8800.0(] .00 * 93760.000 445,68 .64 445.86 4325.71 28681.73 15668.27 .00 5800.00 3000.00 8490.00 8800.00 8800.00 * 93810.000 445.21 .00 445.29 10033.71 25228.02 14781.41 4340.58 .00 .00 8200.00 8450.00 .00 * 93810.000 445.78 .57 445.94 4574.86 23786.94 19413.95 1149.11 5750.00 2900.00 8200.00 8450.00 8650.00 * 97570.000 446.00 ,00 446.02 9184.27 20450.29 6685.84 17213.86 .00 .00 5490,00 5680.00 .00 * 97570.000 446.82 .83 446.85 7600.00 14864.85 7436.00 22049.15 7600,00 3100.00 5490.00 5680.00 10700.00 * 98450.000 446.20 ,00 446.25 8317.12 18400.07 8844.24 17105,69 ,00 .00 4035.00 4215.0(] .00 98450.000 447.03 .83 447.08 7459.65 13340.44 9122.80 21886.76 7550.00 1930.00 4035.00 4215.00 9480.00 22JUL96 08:49:53 PAGE 18 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 99280.000 446.55 .00 446.58 8489.99 18489.77 6985.19 18875.04 .0(2 l~ 4035.00 4215.00 .00 99280.0(0) 447.38 .83 447.42 6804.38 8035.80 8540.16 27774.04 6840.00 2690.00 4035.0(3 4215.00 9530,00 1(~]040.000 446.84 .00 446.~ 8538.77 19571.45 5837.85 18940.71 .00 .00 4035.00 4215.00 .00 10(0)40.000 447,71 .87 447.74 7450.00 12038.22 6600.47 25711.31 7450,00 2300.00 4035.00 4215.00 9750.(]0 * 103060.0(03 448.11 .00 448.20 8577.65 5197.49 8263.97 30888.53 .00 .00 3333100 3533.00 .00 * 103(h50.000 448.88 .76 448.95 6712.46 966.96 7889.76 35493.29 6860.00 2840.00 3333.0(] 3533.00 970(].00 106080.000 450.57 .00 450.62 6543.06 431,47 5250.84 38667.68 .00 .00 2630.00 2850.0(] .00 1~080.000 450.88 .31 450,94 5610.36 .00 5272.24 39077.76 6050.00 2580.00 2630.00 2850.00 8630.00 22JUL96 08:49:53 PAGE 19 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 90880.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93620.0(0] PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93620.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93730.0C~) PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 93730.000 PROFILE= 2 BRIDGE DECK DEFINITION ERROR CAUTION SECNO= 93760.~ PROFILE= 2 BRIDGE DECK DEFINITION ERROR WARNING SECNO= 93810.0(](] PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93810.(300 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.0(3(] PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.00(3 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98450.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103~0.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 22JUL96 08:49:53 PAGE 20 FLC~DWAY DATA, ELM FORK TRINITY RIVER PROFILE NO. 2 ....... FLOODWAY ....... WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 90(0)0.000 5174. 18581. 2.4 443.5 443.4 .1 90880.0(0~ 5715. 28613. 1.5 444.0 443.6 .4 9209~).000 6120. 29445. 1.5 444.4 443.9 .5 923(X).O(X) 6160. 34787. 1.3 444.5 444.0 .5 93620.0(0) 5700. 17197. 2.6 445.3 444.7 .6 93670.000 5700. 16209. 2.7 445.4 444.8 .6 93730.000 5800. 13552. 3.3 445.6 444.9 .7 93760.000 580(3. 14085. 3.1 445.6 445.0 .6 93810.0(0) 5750. 19776. 2.2 445.8 445.2 .6 97570.000 7600. 436~58. 1.0 446.8 446.0 .8 98450.000 7550. 35072. 1.3 447.0 446.2 .8 99280.000 6840. 33943. 1.3 447.3 446.5 .8 1(X3040.000 7450. 37857. 1.2 447.7 446.8 .9 103060.000 6860, 25698. 1.7 448.9 448.1 .8 106080.(~30 5981. 25842. 1.7 450.9 450.6 .3 PROPOSED CONDITIONS FLOODWAY MODEL * HEC-2 WATER SURFACE PROFILES * * U.S. ARMY CORPS OF ENGINEERS * . * * HYDROLOGIC ENGINEERING CENTER * * Version 4.6.2; May 1991 * * 609 SECOND STREET, SUITE D * , , * DAVIS, CALIFORNIA 95616-4687 * * RUN DATE 22JUL96 TIME 10:33:47 * * (916) 756-1104 * X X XXXXXXX XXXXX XXXXX X X X X X X X X X × X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX 22JUL96 10:33:47 PAGE I THIS RUN EXECUTED 22JUL96 10:33:47 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 T1 PROPOSED CONDITIONS FIS FLOODgAY MODEL T2 IO0-YR DISCHARGES - NATURAL PROFILE T3 ELM FORK TRINITY RIVER T4 ANALYSES BY NATHAN D. MAIER CONSULTING ENGINEERS, INC. [EFFISPRF.IH2] J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q gSEL FQ 2 443.41 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBg CHNIM ITRACE 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 110 200 NC .08 .06 .075 .1 .3 QT 2 44350 44350 ET 4.1 4950 10690 X1 90000 40 9412 9733 GR 450 1000 442 1010 440.8 1285 440.7 1810 440 2120 GR 440 2670 434 3300 434 3575 440 4360 446.7 5330 GR 438 5835 438 6525 436.1 6780 447.5 6950 444.8 7480 GR 445 7950 440.2 8630 448 9147 439 9342 438 9412 GR 435 9442 434.4 9452 431.4 9522 431 9557 415.9 9589 GR 409.6 9591 409.6 9645 415.9 9647 427.4 9670 429.2 9689 GR 430.4 9715 430.4 9715 440.5 9733 440 9760 441.2 9810 GR 440 9840 438 10004 438 10690 445 10765 445 14855 ET 4.1 2900 8615 X1 90880 45 7725 7990 500 780 880 GR 438 1000 438 1920 440 2230 440 2640 436.9 2870 GR 440.5 3500 436.5 3692 438.5 4080 438.5 4440 445.1 4510 GR 448.5 4860 462.2 4920 457 5530 444 5860 437 6165 GR 437.5 6835 439.5 7315 440 7510 440 7585 439 7600 GR 438 7635 437 7725 435 7760 434.5 7783 432.9 7833 GR 416.5 7866 414.5 7867 414.5 7939 416.5 7940 430.4 7959 GR 431.8 7970 441.3 7990 440.7 8046 440.7 8050 441.8 8099 GR 441.8 8100 440 8245 429.4 8284 429.4 8512 438 8550 GR 438 8600 445 8620 445 12805 445 12915 450 13000 22JUL96 10:33:47 PAGE 2 ET 4.1 3900 10020 Xl 92090 45 9000 9320 964 1234 1210 GR 452,80 1000 452.40 1100. 444,3 1300 444.20 1400 442.4 1600 GR 441.50 1800 442.50 2100. 437.6 2500 438.9 3475 439.8 4100 GR 440.2 4110 439.9 4210. 435.1 4700 438.9 5100 440.5 5300 GR 440.20 5500 441.4 5600 445 6000 442.3 6080 440.8 6930 GR 441.60 6950 440. 6965 440 8250 446.5 8400 444 8600 GR 446.90 8700 441,2 8800 442.8 8940 445.2 8970 443 9000 GR 427 9135 412.7 9175 410.6 9190 428 9235 426 9260 GR 430 9300 442.5 9320 440.9 9444 444.9 9594 429.8 9634 GR 429,8 9864 439.1 9900 440 10010 445 10025 445 14000 ET 4.1 2550 8710 X1 92300 42 7703 7969 210 210 210 GR 438 1000 438 1580 438.6 2280 441.1 2710 438 3080 GR 442,3 3820 438 4450 441.4 4800 437 5080 446.4 5405 GR 437.8 6070 438.2 6660 438 7550 439.7 7618 440.7 7656 GR 437.3 7703 433,8 7718 431.8 7757 427.6 7780 427.2 7804 GR 417.8 7820 415.1 7821 415.1 7862 417.1 7863 421.6 7870 GR 423.3 7875 430.1 7890 431.1 7928 434.9 7938 435.1 7951 GR 439 7969 440.7 8000 440 8158 440 8159 440 8210 GR 429.9 8250 429.9 8480 440 8520 440 8700 445 8712 GR 445 12340 450 12580 NC .07 .06 .06 ET 4.1 2950 8650 X1 93620 49 8200 8380 2570 1420 1320. GR 445 1000 445 1080 446 1180 446 1240 441 1530 GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300. GR 443 3720 446,5 3810 449.5 4200 449.5 4520 446.5 4710. GR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470. GR 442.5 5760 445 5970 444 6280 442 6470 444 6660. GR 444 7100 443 7320 439.5 7580 437.5 7610 431 7630. GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439.5 8200 GR 418 8230. 420 8260 414.5 8280 437.5 8380. 439 8400. GR 439 8450. 443.5 8590 444.5 9620 443.5 10000 442 10140. GR 445 10220 445 12430 447 12840 450 12940. NC .07 .1 .O6 ET 4.1 2950 8650 X1 93670 59 8200 8470. 50 50 50. GR 445 1000 445 1080 446 1180 446 1240 441 1530. GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300. GR 443 3720 446.5 3810 449.5 4200 449,5 4520 446.5 4710, GR 445.5 4910 445.8 5000 446 5090 444 5240 442.5 5470. GR 442.5 5760 445 5970 444 6280 442 6470 444 6660. GR 444 7100 443 7320 439.5 7580 437,5 7610 431 7630. GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439 8200. GR 437.5 8225 437.5 8274 434 8275 434.3 8390 437.2 8391. GR 437,5 8420 439 8470 443.5 8620 444.5 9620 443.5 10000. GR 442 10140 443 10540 444 10650 444 10800 445 10930. GR 442.5 12000 442.5 12110 441 12200 439 12210 441.5 12220. GR 444 12330 443.5 12430 447 12840 450. 12940. 22JUL96 10:33:47 PAGE 3 NC ,3 .5 ET 4.1 3000 8800 X1 93730 44. 8490 8800 60 60 60. BT 2 8490 443.5 439.6 8800 448.5 444.6 GR 450 1000 447 1420 447 1620 443 2020 442 2480 GR 441.5 3620 442 3820 450 4420 451 4820 447 5220. GR 447 5420 443.5 5820 443.5 6120 445 6380 442 6890 GR 445 7290 443.5 7860 441 7920 439.5 8010 437.5 8030 GR 431 8050 436.5 8090 441.5 8110 444 8120 443.5 8170 GR 443 8370 443.5 8490 439.6 8490 436 8640 418 8650 GR 420 8670 414.5 8700 444.6 8800 448.5 8800 446 8870 GR 446.5 9110 445.5 9310 446 9610 445,5 10320 445 10420 GR 445 12720 445 12820 447 13120 450 13260 ET 4.1 3000 8800 X1 93760 30 30 30 X2 1 NC .O7 .07 .06 El 4.1 2900 8650 SANDY LAKE RD PROPERTY LOCATED IN RT OVERBANK FROM GR STATIONS 8880 TO 10433 PROPOSED CUT IN EAST SIDE OF PROPERTY~ FILL IN WEST SIDE Xl 93810 61 8200 8450 50 50 50 GR 445 1000 445 1080 446 1180 446 1240 441 1530 GR 440 2300 439.5 2700 440.5 2900 439 3010 438.5 3300 GR 443 3720 446.5 3810 449.5 4200 449,5 4520 446.5 4710 GR 445.5 4910 445,8 5000 446 5090 444 5240 442.5 5470 GR 442.5 5760 445 5970 444 6280 442 6470 444 6660 GR 444 7100 443 7320 439,5 7580 437.5 7610 431 7630 GR 436.5 7670 441.5 7690 440.5 7830 441 7940 439.5 8200 GR 418 8230 420 8260 414,5 8280 437,5 8380 439 8400 GR 439 8450 443.5 8590 443.6 8880 435.5 8912 435.5 9076 GR 448.5 9128 448,5 10421 445.6 10433 443 10540 444 10650 GR 444 10800 445 10930 442,5 12000. 442.5 12110 441 12200 GR 439 12210 441 12220 444 12330. 443.5 12430 447 12840 GR 450 12940. NC .07 .09 .06 .1 .3 ET 4.1 3100 10700 X1 97570 56 5490 5680 2100 1700 3760 GR 450 600 446 820 444 880 444 1150 442 1420 GR 442 1870 440 2180 440 3800 442 3820 444 4030 GR 444 4220 440 4360 440 5200 442 5330 442 5460 GR 440 5470 433 5490 423 5525 423 5575 433 5610 GR 436 5630 440 5680 440 5920 442 6000 442 6680 GR 440 6750 438 6830 438 7200 440 7350 433.2 7360 GR 433.2 7440 440 7470 440 75~J 442 8000 442 8150 GR 440 8160 440 8175 433.2 82C0 433.2 8265 440 8270 GR 442 8350 442 9230 444 9520 440 9630 434 9655 22JUL96 10:33:47 PAGE 4 GR 428 9670 428 9685 434 9700 440 9710 444 9760 GR 446 10005 446.3 10275 446 10560 446 11000 446 12100 GR 450 12170 ET 4.1 1930 9480 X1 98450 49 4035 4215 800 700 880 GR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 GR 442 1840 440,5 2500 441.2 2925 442.5 3080 443 3180 GR 443 3700 444.5 3880 444.9 4000 445.7 4035 426.9 4090 GR 426 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442,1 5600 444.5 5685 443 6640 442.5 6700 GR 442.5 6800 441.4 7000 440.2 7115 439.8 7500 440 7600 GR 441.6 7800 442 8200 443.6 8800 443.5 8900 446.5 9000 GR 446.5 9100 447.5 9185 447.3 9235 428.3 9265 428,5 9305 GR 446 9325 447.5 9800 446 10400 446.9 10900 446.5 11000 GR 448 11100 455 11200 457.5 11300 459.2 11420 ET 4,1 2690 9530 ×1 99280 49 4035 4215 750 750 830 GR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 GR 442 1840 440.5 2500 441.2 2925 442,5 3080 443 3180 GR 443 3700 444.5 3880 444.9 4000 445.7 4035 428.9 4090 GR 428 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442,1 5600 442.5 5685 443 6640 442.5 6700 GR 442.5 6800 441.4 7000 440.2 7115 439.8 7500 440 7600 GR 441.6 7800 442 8200 443.6 8800 443.5 8900 446.5 9200 GR 446.5 9300 447.5 9335 447.3 9385 428.3 9415 428.5 9455 GR 446 9475 447.5 9800 447 10400 446.9 10900 447 11000 GR 448 11100 455 11200 457,5 11300 459.2 11420 ET 4,1 2300 9750 X1 100040 49 4035 4215 760 760 760 GR 451 1000 444 1030 441.5 1190 439.7 1200 439.7 1830 GR 442 1840 440.5 2500 441.2 2925 442,5 3080 443 3180 GR 443 3700 444.5 3880 444.9 4000 445.7 4035 430.9 4090 GR 430 4180 443 4215 442.9 4290 444.5 4390 442.9 5415 GR 443.4 5500 442.1 5600 444.5 5685 443 6640 442.5 6700 GR 442.5 6800 441.4 7000 440.2 7115 439.8 7500 440 7600 GR 441.6 7800 442 8200 443.6 8800 443.5 8900 446.5 9200 GR 446.5 9350 447.5 9600 447.3 9650 428.3 9680 428.5 9720 GR 446 9740 447.5 9800 447 10400 446.9 10900 447 11000 GR 448 11100 455 11200 457.5 11300 459.2 11420 ET 4.1 2840 9700 X1 103060 96 3333. 3533. 1850.0 1775.0 3020.0 GR 455.5 1000. 451.7 1023. 448.7 1146. 447.7 1154. 446.6 1229. GR 444,8 1630. 444.9 1638. 446.0 1646. 445.7 2153. 445.8 2245. GR 446.6 2479, 447.5 2599. 447.9 2675. 448.0 2746. 445.2 2846. GR 445.2 2946. 448.3 3061. 448.3 3075. 449,0 3213, 449.2 3306. GR 449.6 3333. 438.7 3385. 434.9 3438. 431.4 3449. 430.0 3470, GR 439,9 3498. 447.5 3533. 448.2 3574. 446.5 3584. 446,9 3605. GR 448.4 3656. 448.5 3703. 447,6 3851. 446.6 4531. 444.0 4664. GR 444.3 4700. 445.3 4782. 445.6 4870. 445.5 4880. 446.4 4962. GR 444.7 5302. 443.9 5354. 442.7 5364. 442.6 5405. 444.4 5416. 22JUL96 10:33:47 PAGE 5 GR 443.8 5549. 442.3 5560. 442.3 5570. 443.8 5580. 444.0 5891. GR 443.8 5949. 444.0 6047. 443.8 6208. 443.7 6241. 443.2 6353. GR 443.3 6727. 443.5 6825. 443.6 6846. 444.2 7019. 444.2 7402. GR 444.2 7408. 444.8 7823. 445.2 7947. 444.7 7992. 444.3 8019. GR 444.6 8089. 445.4 8173. 446.5 8381. 446.5 8527. 446.6 8564. GR 447,4 8770, 447.4 8819. 437.9 8848. 438.1 8887. 446.9 8906. GR 447.8 8964. 447.8 9089. 445.0 9182. 446.4 9223. 447.1 9285. GR 447.8 9315. 439.8 9326. 433.2 9367, 439.7 9398. 440.9 9439. GR 444.9 9460. 447.6 9490. 447.4 9548. 447.3 9655, 446.6 9912. GR 447.5 10034. 448.0 10132. 449.4 10229. 453.6 10326. 455.5 10423. GR 457.1 10540, ET 4.1 2580 8630 X1 106080 52 2630. 2850, 1850,0 1775.0 3020.0 GR 460 1000 453.5 1160 450 1440 451 1870 453 2220 GR 447.5 2290 447.5 2360 453,5 2440 453.5 2630 439.5 2730 GR 432.5 2740 430 2760 444 2800 452 2850 453.5 2890 GR 450 2900 453 2970 451 3160 450 3820 445 3950 GR 449 4150 445.5 4570 444 4620 441.5 4630 441.5 4670 GR 445 4680 444 4810 441 4820 441 4830 444 4840 GR 446 5450 447 6070 446.5 6610 446.5 7020 447 7140 GR 445 7210 446.5 7360 446.5 7740 448.5 8250 443 8340 GR 446 8380 447.5 8440 449 8470 433 8480 420 8520 GR 433 8550 435.5 8590 443.5 8610 449 8640 448.5 8800 GR 446.5 9050 455 9660 22JUL96 10:33:47 PAGE 6 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 XNR WTN ELMIN $STA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 1 0 CCHV= .100 CEHV= .300 *SECNO 90000,000 3265 DIVIDED FLOg 90000.0(03 33.81 443.41 .00 443.41 443.44 .03 .00 .00 438.(]0 44350.0 25826.7 12~4.1 6459,3 25502.6 5329.3 4901.4 .0 .0 440,50 .00 1.01 2.26 1.32 .080 .075 .060 .000 409.60 1008.24 .000332 O. O. O. 0 0 0 .00 7382.51 10747.96 *SECNO 90880.000)0 3265 DIVIDED FLOW 3280 CROSS SECTION 90880.00 EXTENDED 5.60 FEET 90880.(~)0 29.10 443.60 .00 .00 443.64 .04 .19 .00 437.00 44350.0 25175.5 9135.1 10039.3 27125.6 4401.9 4953.6 4~.6 86.0 441.30 .13 .93 2.08 2.03 .080 .075 .060 .0(0) 414.50 10(0).00 ,000276 500. 880. 780. 2 0 0 ,00 6232.86 8616.01 *SECNO 92090.000]0 3265 DIVIDED FLOW 92090.000 33.31 443.91 .00 .00 443.95 .04 .31 .00 443.00 44350.0 23979.2 10363.6 10007.2 27254.6 4969.6 4797.4 1358.6 248.6 442.50 .34 .88 2.09 2.09 .~0 .075 .060 .0(0) 410.60 1432.00 .000299 964. 1210. 1234. 2 0 0 .00 7951.15 10021.74 *SECNO 92300.000 3265 DIVIDED FLOg 3280 CROSS SECTION 92300.00 EXTENDED 5.97 FEET 92300.000 28.88 443.98 .00 .00 444.01 .03 .06 .00 437.30 44350.0 26020.0 8234.5 10095.6 30700.7 4269.0 5599.1 1545.6 285.7 439.00 .38 .85 1.93 1.80 .080 .075 .060 .000 415.10 10(0).00 .000247 210. 210. 210. 0 0 0 .00 7437.~ 8709.53 22JUL96 10:33:47 PAGE 7 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 XNR gTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 93620.000 3265 DIVIDED FLOg 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE~ KRATIO = .59 93620.000 30.19 444.69 .00 .00 444.84 .16 .80 .04 439.50 44350.0 24532.1 17351.4 24~.5 16899.7 3~6.5 2234.3 3197.7 681.5 437.50 .59 1.45 4.73 1.10 .070 .060 .06~) .0(03 414.50 1316.03 .000707 2570, 1320. 1420. 2 0 0 .00 7348.31 10211.71 *SECNO 93670.000 3265 DIVIDED FLOg 93670.0(03 13.82 444.82 .00 .00 444.90 .07 .04 .01 439.0(3 44350.0 32618.1 7883.2 3848.7 17f:~9.5 2314.3 5426.9 3225.4 691.3 439.00 .60 1.84 3.41 .71 .070 .060 .1(30 .~ 431.{)0 1308.21 .001104 50. 50. 50. 2 0 0 .(~) 9698.05 12585.10 CCHV= .300 CEHV= .50(] *SECNO 93730.000 3265 DIVIDED FLOg 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .49 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 443.50 MAX ELLC= 444.60 93730.0(]0 30.38 444.88 .00 .00 445.08 .20 .12 .06 443.50 44350.0 29073.2 15276.8 .0 10152.4 3317.4 .0 3252.2 701.6 448.50 .60 2.86 4.61 .00 .070 .060 .000 .0(0) 414.50 1832.18 .004519 60. 60. 60. 0 0 0 -802.35 5236.82 8800.00 *SECNO 93760,000 22JUL96 10:33:47 PAGE 8 SECNO DEPTH CgSEL CRIgS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TgA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPgID ENDST 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 443.50 MAX ELLC= 444.60 93760.000 30.54 445.04 .00 .00 445.21 .17 .13 .01 443.50 44350.0 30020.6 14318.7 10.7 10965.6 3332.0 97.0 3261.8 706.1 448.50 .61 2.74 4.30 .11 .070 .060 .100 .000 414.50 1815.97 .003985 30. 30. 30. 2 0 0 -837.95 7802.20 12826.05 *SECNO 93810.000 3265 DIVIDED FLOg 3280 CROSS SECTION 93810.00 EXTENDED .23 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE~ KRATIO = 3.05 93810.000 30.73 445.23 .00 .00 445.29 .07 .05 .03 439.50 44350.0 23643.9 13809.9 6896.3 19850.4 4213.8 6J,94.8 3287.6 715.5 439.00 .61 1.19 3.28 1.06 .070 .060 .070 .000 414.50 1000.00 .000428 50. 50. 50. 2 0 0 .00 8745.26 12632.09 CCHV= .100 CEHV= .300 *SECNO 97570.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.45 97570.000 22.95 445.95 .00 .00 445.98 .02 .68 .00 433.00 44350.0 20409.4 6732.3 17208.3 22387.3 3031.3 21927.1 5173.0 1123.1 440.00 1.23 .91 2.22 .78 .070 .060 .090 .000 423.00 821.37 .000205 2100. 3760. 1700. 4 0 0 .00 9178.05 9999.42 *SECNO 98450.000 3265 DIVIDED FLOW 22JUL96 10:33:47 PAGE 9 SECNO DEPTH CgSEL CRIWS gSELK 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 $STA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .65 98450.000 20.17 446.17 .00 .00 446.22 .05 .23 .01 445.70 44350.0 18382.8 8910.7 17056.5 13546.1 2725.7 17583.2 5878.6 1272.8 443.00 1.37 1.36 3.27 .97 .070 .060 .090 .000 426.00 1020.71 .000489 800. 880. 700. 2 0 0 .00 8269.81 10493.18 *SECNO 99280.000 3265 DIVIDED FLOW 99280.000 18.52 446.52 .00 .00 446.55 .03 .33 .00 445.70 44350.0 18482.6 7023.3 18844.1 14604.3 2518.9 20648.7 6500.0 1417.4 443.00 1.53 1.27 2.79 .91 .070 .060 .090 .000 428.00 1019.21 .000391 750. 830. 750. 2 0 0 .00 8482.60 9587.39 *SECNO 100040.000 3265 DIVIDED FLOW 100040.000 18.51 446.81 .00 .00 446.84 .03 .29 .00 445.70 44350.0 19571.1 5862.3 18916.7 15488.5 2301.6 21137.1 7169.1 1565.8 443.00 1.69 1.26 2.55 .89 .070 .060 .090 .000 428.30 1017.95 .000365 760. 760. 760. 2 0 0 .00 8531.71 9772.47 *$ECNO 103060.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE~ KRATIO = .48 103060.000 18.11 448.11 .00 .00 448.20 .09 1.34 .02 449.60 44350.0 5183.6 8281.4 30885.0 3659.0 1863.0 18708.3 8531.9 1923.9 447.50 1.95 1.42 4.45 1.65 .070 .060 .090 .000 430.00 1150.75 .001612 1850. 3020. 1775. 2 0 0 .00 8574.72 10139.40 22JUL96 10:33:47 PAGE 10 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 XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 106080,000 3265 DIVIDED FLOW 106080.000 30.57 450.57 .00 .00 450.62 .05 2.42 .00 453,50 44350.0 431.5 5250.7 38667.8 420.3 1647.3 24145.7 9613.3 2239.4 452.00 2.26 1.03 3.19 1.60 .070 ,060 .090 ,000 420.00 1394.45 .000970 1850. 3020. 1775. 2 0 0 .00 6543.22 9342.04 22JUL96 10:33:47 PAGE 11 T1 PROPOSED CONDITIONS FIS FLOODgAY MODEL T2 100-YR DISCHARGES - ENCROACHED PROFILE T3 ELM FORK TRINITY RIVER J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q gSEL FQ 3 443.49 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBg CHNIM ITRACE 15 -1 22JUL96 10:33:47 PAGE 12 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 XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 2 0 CCHV= .100 CEHV= .300 *SECNO 90000.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4950.0 10690.0 TYPE= I TARGET= 5740.000 90000.000 33.89 443.49 .00 443.41 443.62 .13 .00 .00 438.00 44350.0 13120.2 20393.5 10836.3 8405.4 5354.9 4821.2 .0 .0 440.50 .00 1.56 3.81 2.25 .080 .075 .060 .000 409.60 5516.33 .000933 O. O. O. 0 0 0 .00 3503.30 10690.00 *SECNO 90880.000 3265 DIVIDED FLOg 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.60 3470 ENCROACHMENT STATIONS= 2900.0 8615.0 TYPE= 1 TARGET= 5715.000 90880.000 29.47 443.97 .00 443.60 444.02 .06 .39 .01 437.00 44350.0 21246.0 10883.5 12220.5 18934.7 4498.1 5180.2 346.0 52.7 441.30 .11 1.12 2.42 2.36 .080 .075 .060 .000 414.50 2900.00 .000365 500. 880. 780. 2 0 0 .00 4351.52 8615.00 *SECNO 92090.000 3265 DIVIDED FLOg 3470 ENCROACHMENT STATIONS= 3900.0 10020.0 TYPE= 1 TARGET= 6120.000 92090.000 33.78 444.38 .00 443.91 444.43 .06 .41 .00 443.00 44350.0 19852.1 12313.4 12184.6 19218.2 5118.3 5108.0 1047.4 169.0 442.50 .28 1.03 2.41 2.39 .080 .075 .060 .000 410.60 3900.00 .000382 964. 1210. 1234. 2 0 0 .00 5639.61 10020.00 22JUL96 10:33:47 PAGE 13 SECNO DEPTH CgSEL CRI~S 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 *SECNO 92300.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2550,0 8710.0 TYPE= I TARGET= 6160.000 92300.000 29.37 444.47 .00 443.98 444.51 .04 .07 .00 437.30 44350.0 23040.1 9394.0 11916.0 24426.7 4399.0 5961.2 1202.3 196.9 439.00 .32 .94 2.14 2.00 .080 .075 .060 .000 415.10 2550.00 .000291 210. 210, 210. I 0 0 .00 5943.04 8710.00 *SECNO 93620,000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGEr KRATIO = .56 3470 ENCROACHMENT STATIONS= 2950.0 8650.0 TYPE= I TARGET= 5700.000 93620.000 30.76 445.26 .00 444,69 445.51 ,25 .94 ,06 439.50 44350.0 21062.2 20910.6 2377.3 12310.4 3768.8 1117.8 2525.1 480.3 437.50 .47 1.71 5.55 2.13 .070 .060 .060 .000 414.50 2950.00 .000937 2570. 1320. 1420. 2 0 0 .00 4332.35 8650.00 *SECNO 93670.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2950.0 8650.0 TYPE= I TARGET= 5700.000 93670.000 14.43 445.43 ,00 444.82 445,58 .15 ,06 .01 439.00 44350.0 31879.4 11382.0 1088.7 13046.6 2477.9 684.4 2544.3 485.2 439.00 .48 2.44 4.59 1.59 ,070 .060 .100 .000 431.00 2950.00 .001832 50. 50. 50. 2 0 0 ,00 4349.72 8650.00 CCHV= .300 CEHV= .500 *SECNO 93730.000 22JUL96 10:33:47 PAGE 14 SECNO DEPTH CgSEL CRIgS gSELK 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 gTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3265 DIVIDED FLOg 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 443.50 MAX ELLC= 444.60 3470 ENCROACHMENT STATIONS= 3000.0 8800.0 TYPE= I TARGET= 58(30.0(30 4677 BRIDGE DECK DEFINITION ERROR AT STATIONS 8700.00 88(X).00 93730.0(0] 31.06 445.56 .00 444.88 445.75 .20 .15 .02 443.50 44350.0 28070.5 16279.5 .0 9986.0 3566.0 .0 2564.8 491.2 10(0)00.00 .48 2.81 4.57 ,00 .070 .060 .0(03 .000 414.50 .003&~)7 60. 60. 60. 2 0 0 -764.16 4301.87 *SECNO 93760.000 3265 DIVIDED FLOg 3370 NORMAL BRIDGE, NRD= 2 MIN ELTRD= 443.50 MAX ELLC= 444.60 3470 ENCROACHMENT STATIONS= 3000.0 880(3.0 TYPE= I TARGET= 5800.000 4677 BRIDGE DECK DEFINITION ERROR AT STATIONS 8700.00 8800.00 93760.000 31.18 445.68 .00 445.04 445.86 .18 .10 ,01 443.50 44350.0 28681.7 15668.3 .0 10490.3 3595.2 .0 2574.3 494.2 100000.00 .49 2.73 4.36 .00 .070 .060 .0(0) .0(02 414,50 3000.00 .003303 30. 30. 30, 2 0 0 -774.05 4325,71 8800.00 *SECNO 93810.000 3265 DIVIDED FLOg 3302 gARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.09 3470 ENCROACHMENT STATIONS= 2900.0 8650.0 TYPE= I TARGET= 5750.000 93810.000 31.28 445.78 .00 445.23 445.94 .16 .07 .01 439.50 44350.0 23786.9 19413.9 1149.1 14652.8 4352.4 770.3 2593.8 499.3 439.00 .49 1.62 4.46 1.49 .070 .060 .070 .000 414.50 2900.0(3 .0130759 50. 50. 50. 2 0 0 .00 4574.86 8650.00 22JUL96 10:33:47 PAGE 15 SECNO DEPTH CWSEL CRIUS 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 TOP,ID ENDST CCHV= .100 CEHV= .300 *SECNO 97570.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.90 3470 ENCROACHMENT STATIONS= 3100.0 10700.0 TYPE= I TARGET= 7600.000 97570.000 23.82 446.82 ,00 445.95 446.85 .03 .90 .01 433.00 44350.0 14864.9 7436.0 22049.2 14290.8 3196.7 26180.2 4143.1 777.2 440.00 1.09 1.04 2.33 .84 .070 .060 .090 .000 423.00 3100.00 .000209 2100. 3760. 1700. 4 0 0 .00 7600.00 10700.00 *SECNO 98450.000 3265 DIVIDED FLOg 3470 ENCROACHMENT STATIONS= 1930.0 9480.0 TYPE= I TARGET= 7550.000 98450.000 21.03 447.03 .00 446.17 447.08 .05 .22 .01 445.70 44350.0 13340.4 9122.8 21886.8 10237.1 2881.0 21954.3 4816.5 904.1 443.00 1.23 1.30 3.17 1.00 .070 .060 .090 .000 426.00 1930.00 .000426 800. 880. 700. 2 0 0 .00 7459.65 9480.00 *SECNO 99280.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2690.0 9530.0 TYPE= I TARGET= 6840.000 99280.000 19.38 447.38 .00 446.52 447.42 .05 .34 .00 445.70 44350.0 8035.8 8540.2 27774.0 6136.6 2673.0 25133.3 5415.7 1027.2 443.00 1.37 1.31 3.19 1.11 .070 .060 .090 .000 428.00 2690.00 .000475 750. 830. 750, 2 0 0 .00 6804.38 9530.00 *SECNO 100040.000 3470 ENCROACHMENT STATIONS= 2300.0 9750.0 TYPE= I TARGET= 7450.000 100040.000 19.41 447.71 .00 446.81 447.74 .03 .32 .00 445.70 44350.0 12038.2 6600.5 25711.3 9337.1 2464.7 26055.5 6042.1 1151.6 443.00 1.53 1.29 2.68 .99 .070 ,060 .090 .000 428.30 2300.00 .000368 760. 760. 760. 0 0 0 .00 7450.00 9750.00 22JUL96 10:33:47 PAGE 16 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 XNR ~TN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 103060.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .56 3470 ENCROACHMENT STATIONS= 2840.0 9700.0 TYPE= 1 TARGET= 6860.0(0) 103060.000 18.88 448.88 .00 448.11 448.95 .07 1.20 .01 449.60 44350.0 967.0 7889.8 35493.3 675.0 2013.2 23010.1 7409.6 1447.3 447.50 1.81 1.43 3.92 1.54 .070 .060 .090 .000 430.00 2840.00 .C~1159 1850. 3020. 1775. 2 0 0 .00 6712.46 9700.00 *SECNO 106080.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2580.0 8630.0 TYPE= I TARGET= 6050.0(03 106080.000 30.88 450.88 .00 450.57 450.94 .05 1.~ .00 453.50 44350.0 .0 5272.2 39077.8 .0 1707.7 24134.0 8513.4 1704.3 452.00 2.11 .00 3.09 1.62 .000 .060 .090 .0(03 420.00 2648.69 .00(]893 1850. 3020. 1775. 2 0 0 .00 5610.36 8630.00 22JUL96 10:33:47 PAGE 17 THIS RUN EXECUTED 22JUL96 10:33:48 HEC-2 gATER SURFACE PROFILES Version 4.6.2; May 1991 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST ELM FORK TRINITY RIVER SUMMARY PRINTOUT TABLE 110 SECNO CgSEL DIFKgS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 90000.000 443.41 .00 443.44 7382.51 25826,67 12064.08 6459.25 .00 .00 9412.00 9733.00 .00 9000(].000 443.49 .08 443.62 3503.30 13120.16 20393,52 10836.33 5740.00 4950.00 9412.00 9733.0(3 10690.012 90880.000 443.60 .00 443.64 6232.86 25175.55 9135.12 10039.33 .00 .00 7725.00 7990.00 .00 * 90880.000 443.97 .36 444.02 4351.52 21246.03 10883.50 12220.47 5715.00 2900.00 7725.00 7990.00 8615.00 92090.000 443.91 .00 443.95 7951.15 23979.18 10363.64 10007.18 .00 .00 90(](3.00 9320.00 .00 92090.000 444.38 .47 444.43 5639,61 19852.05 12313.36 12184.59 6120.00 3900,00 9000.00 9320.00 10020.00 92300.000 443.98 .00 444.01 7437.88 26019.95 8234.46 10095.58 .00 .00 7703.00 7969.00 .00 92300,000 444,47 ,49 444.51 5943.04 23040.09 9393.96 11915.96 6160.00 2550.00 7703.00 7969.00 8710.00 * 93620.000 444.69 .00 444.84 7348.31 24532.09 17351.43 2466.47 .00 .00 8200.00 8380.00 .00 * 93620.000 445.26 .57 445.51 4332.35 21062.16 20910.57 2377.27 5700.00 2950.00 8200.00 8380,00 8650.00 93670.000 444.82 .00 444.90 9698.05 32618.10 7883.18 3848.72 .00 .00 8200.00 8470.00 .00 93670.000 445.43 .61 445.58 4349.72 31879.36 11381.97 1088.68 5700.000 2950.00 8200.00 8470.00 8650.00 * 93730.000 444.88 .00 445.08 5236.82 29073.23 15276.77 .00 .00 .00 8490.00 8800.00 .00 * 93730.000 445.56 .68 445.75 4301,87 28070.52 16279.48 .00 5800.00 30C~).00 8490.00 8800.00 8800.00 93760.000 445.04 .00 445.21 7802.20 30020.58 14318,74 10.69 .00 .00 8490.00 8800.00 .00 * 93760.000 445.68 .64 445.86 4325.71 28681.73 156~.27 .00 5800.00 3000.00 8490.00 8800.0(2 8800.00 * 93810.000 445.23 .00 445.29 8745.26 23643.86 13809.89 6896.25 ,00 ,00 8200,00 8450.00 .00 * 93810.000 445.78 .55 445.94 4574.86 23786.94 19413.95 1149.11 5750.00 2900.00 820(].00 8450.00 8650.00 * 97570.000 445.95 .00 445.98 9178.05 20409.35 6732.32 17208.32 .00 .00 5490.00 5680.00 .00 * 97570.000 446.82 .87 446.85 7600.00 14864,85 7436.00 22049.15 7600.00 3100.00 5490.00 5680.00 10700.00 * 98450.000 446.17 ,00 446.22 8269.81 18382.85 8910.69 17056.46 .00 .00 4035.00 4215.0(] .00 98450.000 447.03 .86 447.08 7459.65 13340.44 9122.80 21886.76 7550.00 1930.00 4035.00 4215.012 9480.00 22JUL96 10:33:47 PAGE 18 SECNO CWSEL DIFKgS EG TOPWID QLOB QCH QRO8 PERENC STENCL STCHL STCHR STENCR 99280.000 446.52 .00 446.55 8482.60 18482.59 7023.30 18844.11 .00 .00 4035.00 4215.00 .00 99280.000 447.38 .86 447.42 6804.38 8035.80 8540.16 27774.04 6840.00 2690.00 4035.00 4215.00 9530.00 100040,000 446.81 .00 446.84 8531.71 19571.06 5862.29 18916.65 .00 .00 4035,00 4215.00 .00 100040.000 447.71 .90 447,74 7450.00 12038.22 6600,47 25711.31 7450.00 2300.00 4035.00 4215.00 9750.00 * 103060.000 448.11 ,00 448.20 8574.72 5183.57 8281.39 30885.04 .00 .00 3333.00 3533.00 .00 * 103060.000 448.88 .77 448,95 6712.46 966.96 7889,76 35493.29 6860.00 2840,00 3333.00 3533.00 9700.00 106080.000 450.57 .00 450.62 6543.22 431.50 5250.75 38667.75 .00 .00 2630.00 2850.00 .00 106080,000 450.88 .31 450.94 5610.36 .00 5272.24 39077.76 6050.00 2580.00 2630.00 2850.00 8630.00 22JUL96 10:33:47 PAGE 19 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 90880,000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93620.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93620.0(X) PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93730.0(](] PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 93730.0(]0 PROFILE= 2 BRIDGE DECK DEFINITION ERROR CAUTION SECNO= 93760.000 PROFILE= 2 BRIDGE DECK DEFINITION ERROR WARNING SECNO= 93810.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 93810.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.000 PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 97570.(]00 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 98450.00(] PROFILE= I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 103060.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 22JUL96 10:33:47 PAGE 20 FL(X)DWAY DATA, ELM FORK TRINITY RIVER PROFILE NO. 2 ....... FLOODWAY ....... WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 9(X300.0(0) 5174. 18581. 2.4 443.5 443.4 .1 90880.0(0) 5715. 28613. 1.5 444.0 443.6 .4 92090.CX)0 6120. 29445. 1.5 444.4 443.9 .5 92300.000 6160. 34787. 1.3 444.5 444.0 .5 93620.000 5700. 17197. 2.6 445.3 444.7 .6 93670.CX)0 5700. 16209. 2.7 445.4 444.8 .6 93730.~ 5800. 13552. 3.3 445.6 444.9 .7 93760.0(~) 5800. 14~5. 3.1 445.6 445.0 .6 93810.000 5750. 19776. 2.2 445.8 445.2 .6 97570.0(X) 761)0. 43~8. 1.0 446.9 446.0 .9 98450.0(0) 7550. 35072. 1.3 447.1 446.2 .9 99280.0(0) 6840. 33943. 1.3 447.4 446.5 .9 100(0~0.(X)0 7450. 37857. 1.2 447.7 446.8 .9 103(~50.0(~) 6~0. 25698. 1.7 448.9 448.1 .8 I~C~30.(X~0 5981. 25842. 1.7 450.9 450.6 .3 APPENDIX H CROSS SECTIONS APPENDIX I FLOODPLAIN WORK MAP APPENDIX J GRADING PLAN CONSULTING ENGINEERS, INC. Dallas, Texas (214) 739-4741