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Estates of Denton Creek FEMA CLOMR Request f& �'� fort the 32.09 acre Holmes Tract Project Location North of Sandy Lake Road 5000 feet upstream of Denton Creek /Elm Fork Confluence Denton Creek of Elm Fork of Trinity River in The City of Coppell Dallas County Texas ••'" �� OF TF,h IV • ,cA ' NDMCE Project # 98 -10 -1.02 MICMA p' ' '1, r „ .•.... ELH.B Y 'i January 2001 1 4- 1847 ••'' T� �� 1 Nathan D. Maier Consulting l 5”' � A Eng� rr}ee nc� Dallas, Texas (214)739 -4741 - Estates of Denton Creek FEMA CLOMR Request for the 32.09 acre Holmes Tract Project Location - North of Sandy Lake Road 5000 feet upstream of Denton Creek/Elm Fork Confluence Denton Creek of Elm Fork of Trinity River in The City of Coppell Dallas County, Texas NDMCE Project # 98 -10 -102 January 2001 Estates of Denton Creek City of Coppell, Dallas County, Texas Table of Contents 1.0 INTRODUCTION ............................................. ..............................1 — 2.0 STUDYMETHODOLOGY .................................. ..............................1 3.0 STREAM HYDROLOGY .................................... ..............................2 4.0 STREAM HYDRAULICS .................................... ..............................2 5.0 CONCLUSION ................................................ ..............................3 Exhibits Exhibit 1— Project Location Map Exhibit 2 — Pre - Project Floodplain Work Map Exhibit 3 — Post - Project Floodplain Work map - Exhibit 4 — Elm Fork of Trinity X- Sectn. Plots Exhibit 5 — FEMA 10 -, 50 -, 100- and 500 -year Profile Plot Exhibit 6 — Denton Creek X- Sectn. Location Map Exhibit 7 — Current Effective FIRM Exhibit 8 — Proposed Post - Project FIRM Appendices Appendix A — Denton Creek HEC -2 Appendix B — FEMA 10 -, 50-,100-,500- and 100 -year Floodway HEC-RAS Attachments - Attachment 1 — Program Diskette Estates of Denton Creek 1.0 INTRODUCTION FEMA CLOMR Request The Estates of Denton Creek is a 32 -acre tract located along a reach of Denton Creek in the City of Coppell, Dallas County, Texas. Denton Creek is a tributary of the Elm Fork of the Trinity River. The above mentioned tract is located approximately 5000 feet upstream of the confluence of Denton Creek and the Elm Fork; north of Sandy Lake Road. The controlling water surface for the project site is the Elm Fork of the Trinity River. The current effective Flood Insurance Rate Map designates a portion of the tract in a zone AE and the remaining portion in a zone X. This report is intended to support a request for a Conditional Letter of Map Revision (CLOMR) from FEMA (Federal Emergency Management Agency) for the reclamation of approximately 23 acres from the Elm Fork of the Trinity River 100 -year floodplain. 2.0 STUDY METHODOLOGY The Trinity River Corridor mapping utilizes a 2 -foot contour interval. Nathan D. Maier Consulting Engineers, Inc. ( NDMCE) utilized field survey data to produce a 1 -foot contour interval topographic map of the project site. The 1 -foot contour topographic map was used to determine the preliminary grading plan for reclamation of the 23 -acre project site. The U.S. Army Corps of Engineers ( USCOE) performed the current effective Elm Fork of the Trinity River computer model in March 2000. The USCOE utilized the HEC -RAS River Analysis System computer program to determine the water surface elevations of the Elm Fork of the Trinity River. NDMCE retained the HEC -RAS computer program for this CLOMR request. The water surface elevations for the Elm Fork of the Trinity River were plotted on the 1- foot topographic maps and duplicated on the current effective FEMA FIRM Map for the study reach. Nathan D. Maier Consulting Engineers, Inc. 1 January 2001 Estates of Denton Creek FEMA CLOMR Request 3.0 STREAM HYDROLOGY The current effective hydrology model for the Elm Fork of the Trinity River was produced by the USACE using the NUDALLAS computer program. The NUDALLAS computer program uses factors such as % sand and % urbanized to calculate the discharge for a specific region. The model was then calibrated by varying the rainfall data to produce a close correlation with the U.S. Geologic Service (USGS) stream gage at Sandy Lake Road on the Elm Fork of the Trinity River. NDMCE retained the current effective NUDALLAS discharges for this report. Table 1 below shows the discharges for the Elm Fork of the Trinity River through the study reach. Table 1 Elm Fork Discharges Station 10- r 50- r 100 7 r 500- r 89694 17900 33200 43500 70700 102686 1 19800 1 34300 1 42900 1 66500 The discharges along Denton Creek are dependent upon the release of water from Grapevine Lake. — 4.0 STREAM HYDRAULICS The current effective HEC -RAS (HEC River Analysis System) computer model of the Upper Trinity River was compiled by the USACE. The models were revised in March 2000 to reflect updated information. NDMCE retained the HEC -RAS models for this CLOMR request. — For this study, a portion of the Elm Fork of the Trinity River was used. The sections needed were duplicated in a separate project and the starting conditions from the current effective model were used to reproduce the water surface elevations along the reach. Table 2 below is a compilation of the 100 -year calculated water surface elevations through the reach. Nathan D. Maier Consulting Engineers, Inc. 2 January 2001 Estates of Denton Creek TABLE 2 FEMA CLOMR Request Elm Fork Calculated Water Surface Elevations Section 100- r CWSEL I Section 1 00- r CWSEL 89694 442.44 93359 443.67 9 ©532 442,63 93940 ;4}466 91530 442.83 97178 447.07 92351 442 8fi 97919 44T.44 93141 442.98 98884 447.66 93190 443 Q4, 99708 _ 447 .. 93191 442.25 101428 447.95 93.196 "' ,... 442 3 I 102686 448 03 e. 93197 443.50 105167 448.45 93212 443.47 °105936 r 1448.79 93254.5 Bridge 106657 448.98 It was determined that the project lies outside the effective flow of the Elm Fork due to the encroachment of the Sandy Lake Road bridge. For this reason the 100 -year water surface elevations were used to determine the proposed fill elevations of the project site, but no geometry changes were performed to the Elm Fork HEC -RAS computer models. The fill elevations were determined to be 2 -feet above the FEMA 100 -year water surface _ elevations to effectively remove the site from the floodplain. The existing floodplain work map is included with this submission as Exhibit 2. The proposed / post - project floodplain work map is included as Exhibit 3. S. 0 CONCLUSION The proposed Estates of Denton Creek is a 32 -acre tract located along a reach of Denton Creek of the Elm Fork of the Trinity River. The Elm Fork 100 -year water surface elevations are the control for Denton Creek. The removal of the site from the Elm Fork of the Trinity River 100 -year floodplain will have no effect on the Elm Fork water surface elevations. The required FEMA forms have been completed and are included with this report. Floodplain work maps, Flood Insurance Rate Maps, cross - section plots and flood profiles are also included with this report. The information contained within this report is - Nathan D. Maier Consulting Engineers, Inc. 3 January 2001 Estates of Denton Creek FEMA CLOMR Request intended to support a Conditional Letter of Map Revision (CLOMR) from the Federal Emergency Management Agency (FEMA) for the Estates of Denton Creek in the City of Coppell, Dallas County, Texas. - Nathan D. Maier Consulting Engineers, Inc. 4 January 2001 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B No. 3067 -0148 REVISION REQUESTER AND COMMUNITY OFFICIAL FORM I Expires April 30, 2001 Public reporting burden for 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. You are not required to respond to this collection of information unless a valid OMB Control Number is displayed in the upper right corner of this form. 1. REQUESTED RESPONSE FROM FEMA This request is for a: ® CLOMR A letter from FEMA commenting on whether a proposed project, if built as proposed, would justify a map revision, or proposed hydrology changes (See 44 CFR Ch. 1, Parts 60,65 & 72). ❑ LOMR A letter from FEMA officially revising the current NAP map to show the changes to floodplains, floodway or flood elevations. LOMRs typically decrease flood hazards. (See 44 CFR Ch. 1 Parts 60 & 65.) ❑ Other Describe: 2. OVERVIEW 1 . The basis for this revision request is (arel: (check all that apply) ® Physical Change ❑ Improved Methodology /Data ❑ Floodway Revision ❑ Other Describe: Note: A photograph is not required, but is very helpful during review. 2. Flooding Source: Elm Fork of Trinity River 3. Project Name /Identifier: Estates of Denton Creek 4. FEMA zone designations affected: AE, X (example: A, AH, AO, Al -A30, A99, AE, V, V1430, VE, B, C, D, X) 5. The NFIP map panel(s) affected for all impacted communities is (are): Community No. Community Name State Map No. Panel No. Effective Date Ex: 480301 Katy, City TX 480301 0005D 02/08/83 480287 Harris County TX 48201 C 0220G 09/28/90 480170 Coppell, City of TX 480170 0010 E 04/15/94 480170 Coppell, City of TX 48113C 0155 J 09/07/00 6. The area of revision encompasses the following types of flooding and structures. Check all that apply. Types of Flooding Structures ® Riverine ❑ Channelization ❑ Coastal ❑ Levee /Floodwall ❑ Alluvial fan ❑ Bridge /Culvert ❑ Shallow Flooding (e.g. Zones AO and AH) ❑ Dam ❑ Lakes ® Fill ❑ Other (describe) ❑ Other (describe) PLEASE REFER TO THE INSTRUCTIONS FOR THE APPROPRIATE MAILING ADDRESS Form 81 -89 Revision Requester and Community Official Form MT -2 Form 1 Page 1 of 2 4. ENCROACHMENT INFORMATION 1. Does the State have jurisdiction over the floodway or its adoption by communities participating in the NFIP? ❑ Yes ® No If Yes, attach a copy of a letter notifying the appropriate State agency of the floodway revision and documentation of the approval of the revised floodway by the appropriate State agency. 2. Does the development in the floodway cause the 1 % annual chance (base) elevation to increase at any location by more than 0.000 feet? ❑ Yes ® No ❑ N/A 3. Does the cumulative effect of all development that has occurred since the effective SFHA was originally identified cause the base flood elevation to increase at any location by more than one foot (or other increase limit if community or state has adopted more stringent criteria - even if a floodway has not been delineated by FEMA)? ❑ Yes ® No If the answer to either items is Yes, please attach 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. The community is willing to assume responsibility for ® performing ❑ overseeing compliance with the maintenance and operation plans of the Estates of Denton Creek (Name) flood control structure. If not performed promptly by an owner other than the community, the community will provide the necessary services without cost to the Federal government. Operation and maintenance plans are attached. ❑ Yes ❑ No ® N/A L-19:tATA I WITM V I � The review fee for the appropriate request category has been included. ® Yes Fee amount: $ 3100 OR This request is based on a federally sponsored flood - control project where 50 percent or more of the project's cost is federally sponsored, or the request is based on detailed hydrologic and hydraulic studies conducted by Federal, State, or local agencies to replace approximate studies conducted by FEMA and shown on the effective FIRM; thus the project is fee exempt. ❑ Yes Please see Instructions for Fee Amounts 7. SIGNATURE Note: I understand that my signature indicates that all information Note: Signature indicates that the community understands, from the submitted in support of this request is correct revision requester, the impacts of the revision on flooding conditions in the commun) Signature bf Revision Re uester A Ilignature of Community Official Michael H. Boyd, P.E., Vice President G Ktrt �cI 1 F F IH Q. 1 j R tf,02 t0 f^ nS► nt YA. i vl� Printed Name and Title of Revision Requester Printed Name and Title of Community Official J Nathan D. Maier Consulting Engineers Inc. 0- 4— `'oC Q?,11 Company Name Community Name n ��-�-� Telephone No.: 214 - 739 -4741 Date: 6 CU 9 304 316910 l0 • 4.01 Telephone No.: Date: I CERTIFICATION BY REGISTERED PROFESSIONAL ENGINEER Check which forms have been included with this request AND /OR LAND SURVEYOR This certification is in accordance with 44 CFR Ch. 1, Sect 65.2 Form Name and (Number) Required if ...... ❑ Hydrologic (3) new or revised discharges v I ® Hydraulic (4) new or revised water - surface elevations ® Mapping (5) floodplain /floodway changes Signature ❑ Channelization (6) channel is modified Michael H. Boyd, P.E., Vice President ❑ Bridge /Culvert (7) addition /revision of bridge /culvert Printed Name and Title of Revision Requester ❑ Levee /Floodwall (8) addition /revision of levee /floodwall ❑ Coastal 19) new or revised coastal elevations Registr No. 81847 Expires (Date) 12/011 State Texas ❑ Coastal Structures (10) addition /revision of coastal structure ❑ Dam (11) addition /revision of dam Type of License /Expertise: Civil /Water Resources (H &H) ❑ Alluvial Fan (12) structures proposed on alluvial fan Form 81 -89 Revision Requester and Community Official Form MT -2 Form 1 Page 2 of 2 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B No. 3067 -0148 RIVERINE HYDRAULIC ANALYSIS FORM Expires April 30, 2001 Public reporting burden for this form is estimated to average 2.25 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. You are not required to respond to this collection of information unless a valid OMB Control Number is displayed in the upper right corner of this form. wore: run our one rorm ror each flooding source studied FFloo ding ame: City of Coppell, Dallas County, Texas rce: Elm Fo rk of Trinity River Project Name /Identifier: Estates of Denton Creek 1. REACH TO BE REVISED Describe the limits of the revision OR submit a copy of the FIRM with the revision area clearly highlighted. Copy of FIRM(s) attached depicting area of the revision (highlighted, or circled)? ® Yes Downstream Limit: 89694 Upstream Limit: 107964 Z. MODELS SUBMITTED Requirements: for areas which have detailed flooding for areas which do not have detailed Full input and output listings along with files on diskette for each of the models flooding listed below (items 1 -4) and a summary of the source of input parameters used Only the 100 -year (Base) flood profile is in the models must be provided. The summary must include a description of any required. A hydraulic model is not required changes made from model to model (e.g., Duplicate Effective model to for areas which do not have detailed Corrected Effective model). At a minimum, the Duplicate Effective (item 1) and flooding; however, BFEs may not be added to the Revised or Post - Project Conditions (item 4) models must be submitted. See the revised FIRM. If a hydraulic model is instructions for directions on when other models may be required. developed for the area, items 3 and 4 described below must be submitted. If hydraulic models are not developed, hydraulic analyses (including all calculations) for existing or pre - project conditions and revised or post - project conditions must be submitted. 1. Duplicate Effective Model ❑ Natural File Name L Floodway File Name _ _ Copies of the hydraulic analysis used in the effective FIS, referred to as the effective models (10 -, 50 and 500 -year multi - profile runs and the floodway run) must be obtained and then reproduced on the requester's equipment to produce the Duplicate Effective model. This is required to assure that the effective models input data has been transferred correctly to the requester's equipment and to assure that the revised data will be integrated into the effective data to provide a continuous FIS model upstream and downstream of the revised reach. 2. Corrected Effective Model ❑ Natural File Name ❑ Floodway File Name ----- The Corrected Effective model is the model that corrects any errors that occur in the Duplicate Effective model, adds any additional cross sections to the Duplicate Effective model, or incorporates more detailed topographic information than that used in the currently effective model. The Correctly 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 File Name EFef3R.prj ® Floodway File Name EFef3R.prj The Duplicate Effective model or Corrective Effective model is modified to produce the Existing or Pre - Project 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 model or Duplicate Effective model. 4. Revised or Post - Project Conditions Model ❑ Natural File Name ❑ Floodway File Name The Existing or Pre - Project Conditions model (or Duplicate Effective model or Corrected Effective model, as appropriate) is revised to reflect revised or post - project conditions. This model must incorporate any physical changes to the floodplain since the effective model was produced as well as the effects of the project. When the request is for the proposed project this model must reflect proposed conditions. 5. Other — Please attach a sheet describing all other models submitted along with the file names. X Natural ❑ Floodway PLEASE REFER TO THE INSTRUCTIONS FOR THE APPROPRIATE MAILING ADDRESS Form 81 -89C Riverine Hydraulic Analysis Form MT -2 Form 4 Page 1 of 2 3. STARTING WATER- SURFACE ELEVATIONS Explain how they were determined. Explanation Attached? XYes ❑ No NOTE: If the effective study is an approximate study, the slope /area method is recommended. For detailed analysis studies, using a known water - surface elevation is recommended. 4. KLbUL I b (trom the model used to revise the 100 -year water surface elevations) If the results indicate any of the following, attach an explanation - to this form, or to the hydraulic model printout- as to the reasonableness of the situation. ❑ Supercritial depth ❑ Critical Depth ❑ Drawdowns ❑ Negative Floodway Surcharges ❑ Floodway Surcharges Greater Than Maximum Allowed by Community /State ❑ Water surface elevations higher than the end points of cross sections. ❑ Floodway discharge is different than the Natural 100 -year (base) flood discharge. ❑ Project causes 100 -year floodplain or floodway elevations to increase (state if increases are located off the requester's property) Explanation attached with Form ❑ Explanation provided on attached printout ❑ If Hydraulic model used is HEC -2, has it been checked with FEMA'S CHECK -2 computer program ❑ Yes ❑ No (see instructions for information on how to obtain CHECK -2) b. REVISED FIRM /FBFM AND FLOOD PROFILES 1. Profile Transition a. 100 -Year Water- Surface Elevations - indicate the difference in water surface elevations where the project 100 -year elevations tie into the existing 100 -year water surface elevations at each end of the project. Downstream End 89694 within 0.00 (feet) Upstream End 107964 within 0.0 (feet) Cross - Section # Cross- Section # b. Floodway Elevations - indicate the difference in water surface elevations where the project floodway elevations tie into the existing floodway water surface elevations at each end of the project. Downstream End 89694 within 0.00 (feet) Upstream End 107964 within 0.00 (feet) Cross - Section # Cross- Section # c. Floodway widths - indicate the difference in floodway widths where the project floodway widths tie into the existing floodway width at each end of the project. Downstream End 89694 within 0.00 (feet) Upstream End 107964 within 0.00 (feet) Cross - Section # Cross- Section # 2. Profile Checklist (check box if information has been provided on profile) The following information (unless in parentheses) must be included at the same scale as the existing profiles for this project: ® Stream Name ❑ Community Name ❑ Corporate Limits labeled ® Study limits labeled ❑ Confluences labeled ® Channel Stationing ® Streambed profiled ❑ Cross Sections labeled ® Horizontal /Vertical Scales indicated ® 100 -year elevs profiled* ® Road Crossings ❑ Labeled ❑ Low Chord Elevations ❑ Top of Road Elevations *All recurrence intervals in the effective study must also be profiled. Floodway Data Table Attach a Floodway Data Table for each cross section listed in the published Floodway Data table in the FIS report. Floodway Data Table Attached ❑ Yes ® Not Required rorm o i -on Hivenne Hydraulic Analysis Form MT -2 Form 4 Page 2 of 2 MT -2 Form 4 2. MODELS SUBMITTED 5. Other Denton Creek Revised Existing HEC -2 Model 3. STARTING WATER - SURFACE ELEVATIONS The starting water - surface elevations were taken from the duplicate effective HEC -RAS model at the first cross section in the reduced model. FEDERAL EMERGENCY MANAGEMENT AGENCY WATER SURFACE ELEVATION CHECK COMMUNITY NAME City of Coppell, Dallas County, Texas FLOODING SOURCE Elm Fork of Trinity River PROJECT NAME / IDENTIFIER Estates of Denton Creek EFFECTIVE DUPLICATE EFFECTIVE CORRECTED EFFECTIVE EXISTING /PRE- PROJECT REVISED /PROJECT SECNO NCWSEL' FCWSEL SURC.' NCWSEL' FCWSEL SURC.' NCWSEL' FCWSEL' SURC.' NCWSEL' FCWSEL' SURC.' NCWSEL' FCWSEL SURC.' 89694 442.44 442.66 0.22 90532 442.63 442.83 0.20 91530 442.83 443.03 0.20 92351 442.86 443.05 0.19 93141 442.98 443.14 0.16 931901 443.04 443.29 0.25 93191 442.25 442.71 0.46 93196 442.31 442.73 0.42 93197 443.50 443.69 0.19 93212 443.47 443.67 0.20 93254 5 Santl Lake Read Brld e ... -.... . 93297 443.49 443.68 0.19 93359 443.67 443.86 0.19 COMMENTS: 1- 100 -year (natural) Water Surface Elevation 2- Encroachment (floodway) Water Surface Elevation 3- Surcharge Value Include all cross sections in the models between tie -in points. Any interpolated values should be indicated in parentheses. MT -2 Form 4 Sheet I of .2 FEDERAL EMERGENCY MANAGEMENT AGENCY WATER SURFACE ELEVATION CHECK COMMUNITY NAME City of Coppell, Dallas County, Texas FLOODING SOURCE Elm Fork of Trinity River PROJECT NAME / IDENTIFIER Estates of Denton Creek EFFECTIVE DUPLICATE EFFECTIVE CORRECTED EFFECTIVE EXISTING /PRE- PROJECT REVISED /PROJECT SECNO NCWSEL' FCWSEL SURC.' NCWSEL' FCWSEL SURC.' NCWSEL' FCWSEL SURC a NCWSEL' FCWSEL SURC.' NCWSEL' FCWSEL SURC 3 93940 444.66 444.78 0.12 97178 447.07 447.21 0.14 97919 447.44 447.62 0.18 98884 447.66 447.84 0.18 997081 447.81 447.98 0.17 101428 447.95 448.10 0.15 102686 448.03 448.19 0.16 105167 448.45 448.581 0.13 105936 448.79 448.90 0.11 106657 448.98 449.09 0.11 107964 449.26 449.36 0.10 COMMENTS: 1- 100 -year (natural) Water Surface Elevation 2- Encroachment (floodway) Water Surface Elevation 3- Surcharge Value .. ..16,. --- MT -9 Fnrm 4 ineluae all cross secuons in ine mooeu UUMCCn uc -ni P-1- -Y Sheet e2 of oZ FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B No. 3067 -0148 RIVERINE / COASTAL MAPPING FORM I Expires April 30, 2001 Public reporting burden for this form is estimated to average 1.5 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. You are not required to respond to this collection of information unless a valid OMB Control Number is displayed in the upper right corner of this form. ivore: i-w our one rorm ror each noomm) source srucnec► Community Name: City of Coppell, Dallas County, Texas Flooding Source: Elm Fork of Trinity River Project Name /Identifier: Estates of Denton Creek This is a ® Manual ❑ Digital submission. Digital map submissions may be used to update digital FIRMs (DF/RMs). For updating DFIRMs, these submissions must be coordinated with FEMA Headquarters as far in advance as possible. 1. MA PPING CHANGES 1. A topographic workmap must be submitted showing the following information (check N/A when not applicable): a b c d e f 9 h. i. I• k. M n. o. Revised approximate 100 -year floodplain boundaries (Zone A) .................... ..............................® Yes ❑ No ❑ N/A Revised detailed 100- and 500 -year floodplain boundaries . ........................ ..............................® Yes ❑ No ❑ N/A Revisedfloodway boundaries ................................................................. ..............................® Yes ❑ No ❑ N/A Location and alignment of all cross sections with stationing control indicated ............................0 Yes ❑ No ❑ N/A Stream alignments, road alignments and dam alignments . ......................... ..............................® Yes ❑ No ❑ N/A Current community boundaries . ............................................................. ..............................® Yes ❑ No ❑ N/A Effective 100- year floodplain and floodway boundaries from FIRM /FBFM reduced or enlarged to the scale of the topographic workmap .................................... ..............................® Yes ❑ No ❑ N/A Tie -ins between the effective and revised 100 -, 500 -year and floodway boundaries ....................ED Yes ❑ No ❑ N/A The requester's property boundaries and community easements ................. ..............................® Yes ❑ No ❑ N/A The signed certification of a registered professional engineer ...................... ..............................® Yes ❑ No ❑ N/A Location and description of reference marks ............................................. ..............................® Yes ❑ No ❑ N/A Vertical datum (example: NGVD, NAVD) ................................................. ..............................® Yes ❑ No ❑ N/A Coastal zone designations tie into adjacent areas not being revised ............. ..............................❑ Yes ❑ No ® N/A Location and alignment of all coastal transects used to revise the coastal analyze .......................❑ Yes ❑ No ® NIA V -zone has been delineated to extend landward to the heel of the primary frontal dune ............... ❑ Yes ❑ No ® N/A If any items are marked No or NIA please attach an explanation. 2. What is the source and date of the updated topographic information (example: orthophoto maps, July 1985; filed survey, May 1979, beach profile, June 1987 etc.)? Field Survey, March 2000 3. What is the scale and contour interval of the following workmaps? Effective PIS Scale 1 " = 1000' Contour Interval 10' Revision Request Scale 1" = 100' Contour Interval 1' NOTE. Revised topographic information must be of equal or greater detail than effective. I PLEASE REFER TO THE INSTRUCTIONS FOR THE APPROPRIATE MAILING ADDRESS 4. Attach an annotated FIRM /FBFM at the scale of the effective FIRM /FBFM showing the revised 100- and 500 -year floodplain and the floodway boundaries and how they tie into those shown on the effective FIRM /FBFM downstream and upstream of the revisions or adjacent to the area of revision for coastal studies. FIRM /FBFM attached? ® Yes ❑ No Form 81 -89D Riverine / Coastal Mapping Form MT -2 Form 5 Page 1 of 2 2. EARTH FILL PLACEMENT 1 . The fill is: ❑ Existing ® Proposed 2. Has fill been /will be placed in the regulatory floodway? ® Yes ❑ No If Yes, please attach completed Riverine Hydraulic Analysis Form (Form 4). 3. Has fill been /will be placed in floodway fringe (area between the floodway and 100 -year f/oodplain 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 100 -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 of the maximum density obtainable with the Standard Proctor Test Method or acceptable equivalent method? ® Yes ❑ No d. Can structures conceivably be constructed on the fill at any time in the future? ® Yes ❑ No If Yes, attach certification of fill compaction (item 3c. above) by the community's NFIP permit official, a registered professional engineer, or an accredited soils engineer in accordance with Subparagraph 65.5(a)(6) of the NFIP regulations. Fill certification attached ® Yes ❑ No 4. Has fill been /will be placed in a V zone? ❑ Yes ® No If Yes, is the fill protected from erosion by a flood control structure such as a revetment or seawall? ❑ Yes ® No If Yes, attach the Coastal Structures Form (Form 10). Riverine /Coastal Mapping Form MT -2 Form 5 Page 2 of 2 MT -2 Form 5 1. MAPPING CHANGES m. There are no coastal zones on requestor's property. n. There are no coastal transects on requestor's property. o. There are no V -zones on requestor's property. FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. Burden No. 3067 -0147 CERTIFICATION OF FILL PLACEMENT Expires May 31, 2001 PUBLIC BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average .35 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 Manage- ment and Budget, Paperwork Reduction Project (3067 - 0148), Washington, DC 20503. You are not required to respond to this collection of information unless a valid OMB Control Number is displayed in the upper right corner of this form. City of Coppell, Dallas County, Texas Estates of Denton Creek Property Name or Address Community Name The Fill is: ❑ Existing ® Proposed I hereby certify that fill placed on the property to raise the ground surface to or above the base flood elevation in order to gain exclusion from a Special Flood Hazard Area meets the criteria of Title 44 of the Code of Federal Regulations, Section 65.5ja►(6), listed below. For proposed fill, I hereby certify that it is designed in accordance with these criteria. *Please note* Both Section 1 and Section 2 must be certified; however, different individuals may certify them. SECTION 1 1. The fill has been compacted to 95 percent of the maximum density obtainable with the Standard Proctor Test method or an acceptable equivalent method for (check one of the following): ❑ a. Fill pads prepared for the foundations of residential or commercial structures ® b. Entire legally defined parcel (Note: if the location of fill pads has not been determined, the fill over the entire legally defined parcel must be compacted to the above criteria). Name (please print or type): Michael H. Boyd, P.E. Signatu Date Community Official's Title or Engineer's Seal /Registration Number SECTION 2 2. Fill slopes for granular materials are not steeper than one vertical on one - and - one -half horizontal (steeper slopes must be justified); and 3. Adequate erosion protection is 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 base flood must, at a minimum, be protected by a permanent cover of grass, vines, weeds, or similar vegetation; slopes exposed to flows with velocities greater than 5 fps during the base flood must, at a minimum, be protected by appropriately designed stone, rock, concrete, or other durable products). Name (please print or type): Michael H. Boyd, P.E. kAz� Signature lo �iO1 �lg`t7 Date Community Official's Title or Engineer's Seal /Registration Number FEMA Form 81 -87B Certification of Fill Placement Form MT -1 Form 3 Exhibit 1 — Project Location Map CARROLLTON CITY UNIT \/ z °4 Furneaux ELM P E 1 1 MgCq i }} i *-4b� 1 o � I DY �4�- cARRa r DALLAS CITY UMIT CARROLLTON Pop 82.169 R J Mclnnish I Pork s DALLAS I CITY UNIT CARROLLTON �J CITY LIMIT ST LOUIS SOUTNYYESTERN COPP LL CITY UNIT RR 6 3 Exhibit 1 - Location Map 32.09 acre Estates of Denton Creek City of Coppell, Dallas County, Texas NATHAN D. MAIER CONSULTING ENGINEERS, INC. Two Northpark / 8080 Park Lane / Suite 600 Dallas, Texas 75231 / (214) 739 -4741 km wo am Exhibit 2 - Pre - Project Floodplain Work Map 3 m O O N m LL") O Q m m N c (o a.� o) 3 E 3 L CL E a.> i L0 a N O m rn O LEGEND -- --- — FEMA 100 -yr Floodplain FEMA Floodway 100 50 0 100 200 SCALE FEET revisions date REVA REV.2 REV.3 REVA REV.5 REV.6 REV.7 NATHAN D. MAI ER Consulting Engineers, Inc. 1*JN P V_ - - - Two Northpark / 8080 Park Lane / SuitD600 Dallas, Texas 75231 / (214) 739 -474 Exhibit 2 FEMA Pre - project Floodplain Work Map design drawn scale date file name NDMCE NDMCE 1" =100' JAN -01 femaprwm L 98 job nu mber -102 rftm r r r Exhibit 3 - Post - Project Floodplain Work Map .. 0 O N n LLB O Ql O N Cu C rp 7 C O f 3 D OJ u] O d O L n F- S C!) d N O m En AD N 0 r Exhibit 4 — Elm Fork of Trinity X- Sectn. Plots I 455 450 445 440 430 425 420 415 Elm Fork efd Reduced 10, 50,100 and 500 Year Base %W Plan 10117/00 k „� _ _ _ ._ 9 10 RS =MM Sladm (ft) Lspnd WS 500 YR W 100 Y R WS 50 YR WS 10 YR lw 0 Beek Sfa a C-4 a o o 0 a m CO X 0 LL E w w .n L X W . N N X N H C U Cr v C � c� �g o p a Cj) U a a4- CO 0 in W W LL U 5m Fork aG1 R9Wwd 10, 50,100 and 500 Yeer Base Flood Plan 10G1 % 953sa RS -MW 450 I' —.m __. .... ..... ..... . .............12... ............... ._... _.015 -f1t.035 yl _... ........015 ____ ............ ..... ...... ...._ WS 500 YR We 100 YR — — WS YR 60 — .. WS 10 YR 0 eats ;E 4a5 425 420 41 4050 B000 5000 10000 12000 14000 swam p4 455 450 445 440 430 425 420 415 Elm Fork efd Reduced 10, 50,100 and 500 Year Base %W Plan 10117/00 k „� _ _ _ ._ 9 10 RS =MM Sladm (ft) Lspnd WS 500 YR W 100 Y R WS 50 YR WS 10 YR lw 0 Beek Sfa a C-4 a o o 0 a m CO X 0 LL E w w .n L X W . N N X N H C U Cr v C � c� �g o p a Cj) U a a4- CO 0 in W W LL U i� I 445 440 430 425 420 415 SNM (R) 455 - -_ _........... 450 445 440 E 430 425 _. .... 420 415 WS 500 YR WS 100 YR WS 50 YR W510 YR Wf 0 BN* Ste Shim (8) d N Is E o_ O c N m rn O 'a c m X O U. E W L W Ekn Fork efd Reduced 10, 50,100 and 500 Year Base Food Plan 10130/00 97178 RS - 97176 _1 1 -M —M OR 117 i f0 m K m 2 V 0 (D � N C v y _co 0 0 N 4-0 S 0 U a o o co W W U- U Ekn Fork efd Reduced 10, 50,100 and 500 Year Base Food Plan 10130/00 97178 RS - 97176 _1 1 -M —M OR 117 i Exhibit 5 — FEMA 10 -, 50 -, 100- and 500 -Year Profile Plot Elm Fork ef3 Reduced 10, 50, 100 and 500 Year Base Flood Plan 10/30/00 0 CU } LL� Beff 410 -� 400 85000 90000 95000 100000 Main Channel Distance (ft) 1T 105000 Legend WS 500 YR WS 100 YR WS 50 YR WS 10 YR Ground 110000 i d N m O a 0 0 LL Q W U. x W W C o M � m in•t z to a 2 � Q or or z m a� r a ZO U) x U a) v 0 y °o 0 _J a y V 0 o i W' W LL 0 CO m 450 ---� o . ..... 440 _ E .J 430 ......... .... 410 -� 400 85000 90000 95000 100000 Main Channel Distance (ft) 1T 105000 Legend WS 500 YR WS 100 YR WS 50 YR WS 10 YR Ground 110000 i d N m O a 0 0 LL Q W U. x W W C o M � m in•t z to a 2 � Q or or z m a� r a ZO U) x U a) v 0 y °o 0 _J a y V 0 o i W' W LL 0 �� wi 0" Ow am him � Im � � � � � � =t Exhibit 6 - Denton Creek X- Sectn. Location Map C) 0 cu co 0 LO rn c ro r, C- LL. ai 3 c U OJ X C N N ro C1J O OD 01 N a O 7 Exhibit 7 — Current Effective FIRM "'T 4� of bridge an Denton Tap Road Over 'Grapevine Creek, RM 2" 510.71 ChisOed Squ ftrl3 on top of wheel 9uard at Southeast Cramer of bridge an Freeport p ar k way over G rapevine Creek, RM 201 475.80 St aridard t), 3, �Gaojogjaoj Survey disk stamped W 945 1946 set M east evid of north abutm-ent of S1.1te Ro 21 h I _ r id ge over Denton Creek, National Geodetic Vertical Dmut-A of 1929,. APPROXIMAU SCALE fl 15 FEET 7= MTIONAI FLOOD INSURANCE PROGRAM CITY OF CO-FrIDELL, TES DALLAS AND DENTON COUNTIES §60 E I .2. .0 CD w CL cc < 2 W !E LL X W Nl� 02 U LLJ C 0 < DN C z UJ " O N < C 0 0 m U 0 N W x a) ra t 0 Id z C/) (3) C: =3 =3 Q Cr 0 C: 0 4-0 M � � o 4 — 0 _j CL CL 0 C) 4- 4 4- co 0 4-a c/) LL1 M LL Exhibit 8 — Proposed Project FIRM t 70NIZ �" A 91 in ONE zm , „, xaz"s esMUaa squafe t3t'3 T€ pfjI VVn#fN gu f2j at &out r 'S4' Coff�Qef Of bfidg& on Denton Tep € oad over fGr grevine Creek, 200 SM71 Chiseled Squ are o taiga of wheel g u a r d at southeast crar € r O f ofidge on Freeport Parkway over Grapevine Cree*, RM 01 4MM Standard VS. . Geological Se MOYdisk Stamped 946 1946 W 1 its vast find of north abutment of State Route 121 bridge over Denton Creek, Nat naf eodetic'benic 0 Datum of 1929, PRO JECT. LOCATIOK r .i rfi3FU:� � M1 � ol�oao mil IIIIIIIIIii 4:111111 lip N c E o 0 a o 00 U m t) .o c � n CL CD m a� o CL LL. co Q =2 -0 LLJ L LL X LLJ C w c < v a) .c Q 'm Z W 00 f- w C Z LJ O O v a . o. p a � ON CO On W x a� t� m zp 0 3 m X N Y .1-1 F_ L � V Cr v o m C FU C) O _j a (n U o N Q U C 0 ' ca o v, W W f Y.L !I Appendix A — Denton Creek HEC -2 I E ( I I I * HEC -2 WATER SURFACE PROFILES * * * Version 4.6.2; May 1991 * * * RUN DATE 22JAN01 TIME 10:05:03 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 * U.S. ARMY CORPS OF ENGINEERS - * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616 -4687 * (916) 756 -1104 I i I 1 I I I 22JAN01 10:05:03 P P 1 I 1 I I 1 I I I PAGE 1 THIS RUN EXECUTED 22JAN01 10:05:03 HEC -2 WATER SURFACE PROFILES Version 4.6.2; May 1991 +++++ xxx +xxxxxx + +x + + + + + + + + + + + + + + + +xxx T1 EXISTING DENTON CREEK FLOODPLAIN CONDITIONS T2 GRAPEVINE LAKE RELEASE DISCHARGE T2 ELM FORK NORMAL WATER LEVEL STARTING CONDITION T3 DENTON CREEK - LUNA ROAD BRIDGE T4 ANALYSES BY NATHAN D. MAIER CONSULTING ENGINEERS, INC. T5 FILE: DNTCKR.IH2 T6 APRIL 15/99 ADD POINTS FOR NEW CROSS SECTIONS WHICH INCREASE ELEV NEAR LEFT BANK ADJUSTED RIGHT OVERBANKS ON NEW SECTIONS PUT IN X3 CARDS 10 -YR ULTIMATE AND 100 -YR ULTIMATE REMOVED FOR HOLMES TRACT STUDY JAN -01 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 2 431.0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 150 JS LPRNT NUMSEC * * * * * ** *REQUESTED SECTION NUMBERS * * * * * * ** -10 -10 NC .045 .045 .04 .1 .3 QT 2 2000 5000 SECTIONS 110 TO 4780 FROM FILE : SLRDCEX.IH2 SECTIONS DETERMINED FROM COE TOPOGRAPHIC MAPPING CHANNEL APPROXIMATED USING STREAM BED ELEVATIONS FROM FIS PROFILE X1 110 42 2110 2190 X3 10 GR 437 2 437 963 440 970 442 990 442..5 1000 GR 440.5 1025 439.5 1055 436.8 1280 436.9 1455 437.1 1500 GR 437.4 1575 438 1650 438.4 1775 438 1875 438.5 1900 GR 440 1920 440.2 1980 440.1 2065 440 2110 419.4 2151 GR 419.4 2152 440 2190 443 2330 442 2430 441.8 2560 GR 440 2640 439.8 2710 438 2760 438 3025 438.1 3080 GR 440 3150 440.1 3175 440 3200 439.8 3380 440 3590 GR 441.8 3625 442 3655 443.3 3695 442 3730 442 3810 22JAN01 10:05:03 PAGE 2 OR 443 3880 447.7 3930 X1 680 34 1545 1625 540 170 570 X3 10 OR 437 90 437 993 438.7 1000 438.5 1040 440 1145 OR 440.6 1200 442 1300 442.5 1430 442 1545 424.2 1581 OR 424.2 1593 440 1625 442 1640 443.1 1680 442.7 1710 OR 442.4 1770 442 1890 441.5 2230 441.3 2570 442 2800 OR 443 2840 444 2890 445 2920 444 2950 442 2990 OR 442 3030 440.9 3060 442 3090 442.1 3200 442 3330 OR 442.7 3510 442 3660 442.1 3740 447.6 3780 X1 1330 31 1680 1810 810 230 650 X3 10 OR 442 320 443.8 380 443.0 580 443.8 720 442 745 OR 440 753 437 766 437 989 440 1000 442 1020 OR 442 1230 441.4 1340 442 1430 442.1 1470 442.4 1590 OR 442 1680 440 1720 425.8 1748 425.8 1762 440 1790 OR 442 1810 442.5 1880 442.8 2100 443.1 2595 444 2810 OR 444 3060 444 3130 444.4 3180 444 3240 443.1 3545 OR 447.7 3840 SECTION @ 23 +70 REPEATED FOR TRANSITION TO SITE LIMIT X1 2360 29 2580 2688 350 170 1030 X3 10 OR 442 364 442.6 409 442 439 442 1000 444 1180 OR 442 1300 442.5 1710 442.6 2175 443.5 2370 444 2560 OR 444 2580 426.8 2614 426.8 2644 440 2670 442 2680 OR 444 2760 444 2830 443.9 2870 444 2910 444 2980 OR 444.8 3080 444 3120 443.6 3170 444 3210 444.5 3340 OR 444 3500 443.3 3640 444 3790 447.6 3850 APPROXIMATE DNSTRM END OF SANDY LAKE RD PROPERTY IN RT OVERBANK X1 2370 29 2580 2688 10 10 10 X3 10 OR 442 364 442.6 409 442 439 442 1000 444 1180 OR 442 1300 442.5 1710 442.6 2175 443.5 2370 444 2560 OR 444 2580 426.8 2614 426.8 2644 440 2670 442 2680 OR 444 2760 444 2830 443.9 2870 444 2910 444 2980 OR 444.8 3080 444 3120 443.6 3170 444 3210 444.5 3340 OR 444 3500 443.3 3640 444 3790 447.6 3850 X1 2610 41 2510 2640 120 25 240 X3 10 OR 442.4 367 442 492 442 809 441.2 862 441.9 1000 OR 441.8 1110 442 1195 442.2 1250 444 1350 444.5 1410 OR 444 1470 443.5 1525 442.2 1790 444 2155 444 2180 OR 443.9 2240 444 2280 444.2 2310 444 2340 443.8 2390 OR 444 2440 444 2510 427.0 2544 427.0 2604 440 2630 r i i 22JAN01 I 10:05:03 1 I i I I i i i i i I PAGE 3 OR 442 2640 444 2700 442 2800 442 2925 444 2935 OR 444 2990 443.9 3030 443.5 3100 444 3230 443.8 3270 OR 444 3300 444.5 3500 444 3630 443.8 3740 444 3920 OR 447.5 3980 X1 3140 30 3095 3230 55 80 530 X3 10 OR 442.3 383 442 463 442 666 441.5 1000 441.8 1100 OR 442 1240 442 1300 441.8 1320 442 1340 444 1430 OR 444 1550 442.2 1660 442.7 1795 444 2150 444.3 2250 OR 444 2390 442 2525 442.8 2680 442.9 2825 442 3095 OR 440 3140 427.5 3165 427.5 3197 444 3230 444.2 3270 OR 444.9 3360 444.3 3610 442.9 3800 442.7 3950 447.5 4010 X1 3420 34 3205 3380 100 270 280 X3 10 OR 442.1 433 442 455 442 622 441.9 652 441.6 1000 OR 442 1270 441.9 1410 442.2 1540 444 1630 444 1770 OR 442.7 2075 444 2220 444.5 2275 444 2305 442 2410 OR 442.8 2500 444 2600 442 2650 442 2745 444 2980 OR 444 3120 444.4 3170 444 3205 442 3260 427.7 3289 OR 427.7 3325 440 3350 442 3380 444 3395 445.5 3470 OR 446 3540 447.1 3615 446 3725 446.9 3825 X1 3890 40 3090 3185 130 625 470 X3 10 OR 442.1 396 442 419 442 443 442.5 580 442 625 OR 442 1000 442 1110 442.1 1180 442 1215 442 1280 OR 442.1 1340 442.2 1550 444 1790 444 1950 444 2080 OR 444 2140 442 2160 440 2230 442 2410 442.4 2450 OR 444 2500 444.2 2525 444 2540 442.4 2720 444 2850 OR 445.4 3000 444 3090 442 3110 428.2 3138 428.2 3153 OR 444 3185 444 3210 444 3240 445 3260 446 3270 OR 446.8 3360 446 3520 445.4 3560 446 3650 446.4 3670 APPROXIMATE UPSTRM END OF SANDY LAKE RD PROPERTY IN RT OVERBANK X1 4420 29 3145 3235 340 485 530 X3 10 OR 442.8 525 443.3 1000 443.4 1185 444 1380 444 1440 OR 444.3 1560 444 1780 442.7 2010 444 2140 444 2220 OR 442 2250 442 2760 444 2800 444.2 2845 444.6 2935 OR 444 3025 444 3060 445.2 3095 444 3145 428.3 3176 OR 428.3 3198 442 3225 444 3235 445.8 3280 446 3350 OR 446.8 3405 446 3465 444 3575 445.6 3715 SECTION ® 44 +20 REPEATED FOR TRANSITION FROM SITE LIMIT 22JAN01 10:05:03 PAGE 4 X1 4430 29 3145 3235 10 10 10 X3 10 GR 442.8 525 443.3 1000 443.4 1185 444 1380 444 1440 GR 444.3 1560 444 1780 442.7 2010 444 2140 444 2220 GR 442 2250 442 2760 444 2800 444.2 2845 444.6 2935 GR 444 3025 444 3060 445.2 3095 444 3145 428.3 3176 GR 428.3 3198 442 3225 444 3235 445.8 3280 446 3350 GR 446.8 3405 446 3465 444.1 3575 445.6 3715 X1 4780 27 3170 3295 160 340 350 X3 10 GR 458 540 456 580 454 600 446 650 444.8 1000 GR 445.5 1290 445 1725 444.7 2110 445.2 2250 446 2340 GR 446 2445 446 2520 445.8 2695 444 2975 444.5 3030 GR 444 3060 443.5 3100 444 3130 444 3170 440 3210 GR 428.2 3234 426.2 3256 440 3280 444 3295 445.3 3355 GR 445.5 3430 445.9 3505 X1 5610 14 1089 1183 710 900 830 X3 10 GR 444.30 1000 444.41 1034 443.56 1064 442.32 1089 438.89 1091 GR 438.55 1103 434.05 1114 433.91 1115 426.79 1139 433.86 1171 GR 440.03 1183 444.16 2201 444.70 2213 447.04 2245 X1 5970 15 1097 1206 300 440 360 X3 10 GR 445.22 1000 445.46 1048 444.40 1069 443.86 1097 441.34 1102 GR 439.69 1121 433.75 1126 426.47 1153 433.93 1180 433.56 1181 GR 437.58 1183 439.62 1196 444.39 1206 445.19 1236 446.77 1239 X1 6430 11 1085 1183 450 450 460 X3 10 GR 445.56 1000 444.88 1040 444.41 1085 433.90 1097 434.01 1102 GR 425.67 1127 433.80 1154 439.26 1160 441.47 1183 441.93 1197 GR 444.25 1248 X1 6945 8 1080 1180 550 440 515 X3 10 GR 445.97 1000 445.16 1050 445.02 1080 442.73 1112 426.60 1144 GR 433.77 1172 445.52 1180 446.00 1230 X1 7515 8 1057 1184 590 540 570 X3 10 GR 445.61 1000 445.98 1057 442.77 1069 431.92 1078 427.03 1152 GR 433.09 1176 446.00 1184 446.90 1234 22JAN01 10:05:03 PAGE 5 X1 7605 13 1098 1224 125 45 90 X3 10 GR 445.95 1000 445.71 1054 442.37 1073 443.09 1081 443.04 1098 GR 442.40 1101 433.88 1108 425.17 1142 417.43 1158 419.27 1186 GR 432.11 1216 446.00 1224 446.90 1274 X1 7705 9 1048 1112 158 40 100 X3 10 GR 442.87 1000 441.59 1017 442.82 1028 442.70 1048 429.08 1063 GR 426.56 1082 432.11 1104 446.00 1112 446.90 1162 X1 8290 31 2282 2413 529 668 585 X3 10 GR 456.00 1000 454.00 1016 452.00 1027 450.00 1040 448.00 1060 GR 446.00 1078 445.20 1182 446.00 1494 446.00 1562 444.00 1581 GR 444.00 1732 446.00 1842 446.00 1884 444.00 1915 444.00 2027 GR 446.00 2067 445.64 2155 445.54 2207 446.05 2250 446.18 2282 GR 434.26 2291 429.16 2324 433.96 2345 434.85 2347 438.37 2361 GR 442.17 2366 444.41 2379 444.54 2393 445.31 2413 446.00 2858 GR 444.90 3330 X1 8790 13 1100 1213 485 500 500 X3 10 GR 446.29 1000 445.88 1049 446.30 1100 444.63 1117 439.75 1125 OR 438.94 1135 436.26 1144 432.09 1154 425.63 1177 432.72 1193 GR 435.17 1195 444.00 1213 446.00 1263 X1 9120 13 1077 1176 315 335 330 X3 10 GR 445.17 1000 445.87 1045 446.20 1077 444.70 1083 443.03 1099 GR 437.68 1109 431.64 1112 428.64 1138 434.01 1163 434.22 1165 GR 438.31 1169 445.14 1176 448.90 1226 NEW SECTIONS DETERMINED FROM COE TOPOGRAPHIC MAPPING CHANNEL APPROXIMATED USING STREAM BED ELEVATIONS FROM FIS PROFILE X1 9300 33 2224 2315 135 140 150 X3 10 GR 458.00 1000 456.00 1011 454.00 1022 452.00 1030 450.00 1039 GR 448.00 1045 446.00 1063 444.00 1224 444.00 1473 446.00 2039 GR 447.4 2179 446.00 2224 444.00 2231 442.00 2236 440.00 2242 GR 438.00 2248 436.00 2250 434.00 2253 427.8 2261 427.8 2278 GR 434.00 2299 436.00 2303 438.00 2306 440.00 2307 442.00 2310 GR 444.00 2311 446.00 2315 446.00 2463 446.00 2469 448.00 2481 GR 448.00 2563 448.00 2643 449.50 2801 F I i 22JAN01 ► 10:05:03 1 I f 1 I ( I i t I i PAGE 6 X1 10270 42 1931 2055 550 1040 970 X3 10 GR 446.00 1000 448.00 1015 450.00 1021 452.00 1025 454.00 1029 OR 456.00 1034 458.00 1040 458.00 1058 456.00 1065 454.00 1072 GR 452.00 1079 450.00 1085 448.00 1091 446.00 1098 444.00 1305 GR 444.00 1332 444.00 1454 444.00 1477 446.00 1676 447 1828 GR 448.00 1897 448.00 1925 446.00 1931 444.00 1938 442.00 1943 GR 440.00 1949 438.00 1952 436.00 1957 434 1959 427.7 1968 GR 427.7 2000 434.00 2008 436.00 2011 438.00 2015 440.00 2019 GR 442.00 2022 444.00 2033 446.00 2055 447.00 2319 446.00 2452 GR 446.00 2505 448.00 2626 X1 11620 38 2706 2826 1160 780 1350 X3 10 GR 440.00 1000 438.00 1005 437.90 1009 437.90 1129 438.00 1131 GR 440.00 1140 442.00 1254 442.00 1633 442.00 1703 444.00 1938 GR 444.00 1949 444.00 1952 444.00 1980 444.00 1984 446.00 2365 GR 448.00 2631 448.9 2693 448.00 2708 446.00 2716 444.00 2720 GR 442.00 2725 440.00 2730 438.00 2733 436.00 2736 434.00 2740 GR 427.6 2749 427.6 2771 434.00 2775 436.00 2777 438.00 2779 GR 440.00 2782 442.00 2787 444.00 2794 446.00 2808 448.00 2826 GR 448.00 2887 448.00 3001 448.00 3335 i I I I I I I I I I 1 I 22JAN01 10:05:03 T1 EXISTING DENTON CREEK FLOODPLAIN CONDITIONS T2 2 -YR ULTIMATE DISCHARGE T2 ELM FORK NORMAL WATER LEVEL STARTING CONDITION T3 DENTON CREEK - LUNA ROAD BRIDGE J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 3 431.0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 -1 I i I PAGE 7 22JAN01 10:05:03 PAGE 8 THIS RUN EXECUTED 22JAN01 10:05:03 x++ xx+ xxxxxxxxxx HEC -2 WATER + + + + +x +xxxxx + SURFACE PROFILES + + +x + + ++ Version +++++ x + + 4.6.2; +xxxxxxxxxxxxxxxxxxxxxxxxxx May 1991 +x NOTE- ASTERISK ( *) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST DENTON CREEK - LUNA ROAD SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10 *KS VCH AREA .01K 110.000 .00 .00 .00 419.40 2000.00 431.00 .00 431.85 43.49 7.42 269.62 303.27 * 110.000 .00 .00 .00 419.40 5000.00 432.46 432.46 435.82 146.55 14.71 339.93 413.02 680.000 570.00 .00 .00 424.20 2000.00 433.44 .00 434.21 39.14 7.05 283.74 319.69 * 680.000 570.00 .00 .00 424.20 5000.00 438.51 .00 439.64 34.99 8.53 586.01 845.31 1330.000 650.00 .00 .00 425.80 2000.00 435.70 .00 436.27 25.55 6.02 331.99 395.64 1330.000 650.00 .00 .00 425.80 5000.00 441.05 .00 441.87 32.81 7.29 686.16 872.93 * 2360.000 1030.00 .00 .00 426.80 2000.00 437.38 .00 437.60 7.48 3.72 537.81 731.48 * 2360.000 1030.00 .00 .00 426.80 5000.00 443.07 .00 443.43 8.35 4.88 1044.13 1729.97 2370.000 10.00 .00 .00 426.80 2000.00 437.39 .00 437.61 7.40 3.71 539.70 735.03 2370.000 10.00 .00 .00 426.80 5000.00 443.08 .00 443.44 8.31 4.87 1046.36 1734.16 * 2610.000 240.00 .00 .00 427.00 2000.00 437.63 .00 437.71 2.41 2.32 863.72 1287.00 * 2610.000 240.00 .00 .00 427.00 5000.00 443.42 .00 443.57 2.83 3.15 1801.26 2973.89 * 3140.000 530.00 .00 .00 427.50 2000.00 437.75 .00 437.96 7.63 3.72 537.26 723.93 3140.000 530.00 .00 .00 427.50 5000.00 443.64 .00 443.70 2.97 2.58 3959.20 2901.80 3420.000 280.00 .00 .00 427.70 2000.00 437.98 .00 438.16 6.24 3.42 584.33 800.57 * 3420.000 280.00 .00 .00 427.70 5000.00 443.61 .00 443.89 9.70 4.21 1194.69 1605.39 * 3890.000 470.00 .00 .00 428.20 2000.00 438.26 .00 438.75 21.51 5.62 356.01 431.23 * 3890.000 470.00 .00 .00 428.20 5000.00 443.99 .00 444.66 21.72 6.60 757.67 1072.84 * 4420.000 530.00 .00 .00 428.30 2000.00 439.24 .00 439.51 9.94 4.19 476.86 634.26 * 4420.000 530.00 .00 .00 428.30 5000.00 444.90 .00 444.94 1.88 2.28 5122.72 3649.36 4430.000 10.00 .00 .00 428.30 2000.00 439.25 .00 439.52 9.88 4.18 477.90 636.14 4430.000 10.00 .00 .00 428.30 5000.00 444.90 .00 444.94 1.85 2.26 5159.04 3677.35 22JAN01 10 :05:03 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10 *KS 4780.000 350.00 .00 .00 428.20 2000.00 439.61 .00 439.84 8.14 * 4780.000 350.00 .00 .00 428.20 5000.00 444.81 .00 445.13 10.04 5610.000 830.00 .00 .00 426.79 2000.00 440.24 .00 440.38 5.14 * 5610.000 830.00 .00 .00 426.79 5000.00 445.35 .00 445.38 1.17 5970.000 360.00 .00 .00 426.47 2000.00 440.43 .00 440.59 6.09 * 5970.000 360.00 .00 .00 426.47 5000.00 445.25 .00 445.55 7.29 6430.000 460.00 .00 .00 425.67 2000.00 440.70 .00 440.84 4.81 6430.000 460.00 .00 .00 425.67 5000.00 445.59 .00 445.84 5.32 6945.000 515.00 .00 .00 426.60 2000.00 440.94 .00 441.16 7.20 * 6945.000 515.00 .00 .00 426.60 5000.00 445.85 .00 446.31 13.06 * 7515.000 570.00 .00 .00 427.03 2000.00 441.26 .00 441.30 .95 * 7515.000 570.00 .00 .00 427.03 5000.00 446.45 .00 446.57 1.82 * 7605.000 90.00 .00 .00 417.43 2000.00 441.29 .00 441.31 .24 * 7605.000 90.00 .00 .00 417.43 5000.00 446.53 .00 446.58 .60 * 7705.000 100.00 .00 .00 426.56 2000.00 441.19 .00 441.36 4.15 * 7705.000 100.00 .00 .00 426.56 5000.00 446.33 .00 446.69 6.37 8290.000 585.00 .00 .00 429.16 2000.00 441.47 .00 441.62 4.90 * 8290.000 585.00 .00 .00 429.16 5000.00 446.87 .00 446.92 2.21 8790.000 500.00 .00 .00 425.63 2000.00 441.72 .00 441.85 4.13 * 8790.000 500.00 .00 .00 425.63 5000.00 446.90 .00 447.14 5.47 9120.000 330.00 .00 .00 428.64 2000.00 441.84 .00 441.99 4.23 9120.000 330.00 .00 .00 428.64 5000.00 447.06 .00 447.35 6.49 9300.000 150.00 .00 .00 427.80 2000.00 441.91 .00 442.05 4.09 * 9300.000 150.00 .00 .00 427.80 5000.00 447.37 .00 447.42 1.72 10270.000 970.00 .00 .00 427.70 2000.00 442.27 .00 442.37 2.68 10270.000 970.00 .00 .00 427.70 5000.00 447.51 .00 447.57 1.89 11620.000 1350.00 .00 .00 427.60 2000.00 442.71 .00 442.88 5.11 * 11620.000 1350.00 .00 .00 427.60 5000.00 447.78 .00 448.14 10.02 i 1 PAGE 9 VCH AREA .O1K 3.88 515.69 700.83 4.66 1261.90 1577.89 3.02 667.96 881.91 2.04 4600.83 4614.24 3.24 617.08 810.50 4.47 1162.73 1852.11 3.02 662.54 911.94 4.14 1372.04 2167.89 3.83 522.46 745.39 5.46 953.55 1383.32 1.67 1197.34 2054.31 2.75 1854.79 3709.24 1.07 1877.19 4057.98 1.95. 2704.63 6444.82 3.23 619.57 981.59 4.92 1130.27 1981.30 3.13 638.10 903.90 2.32 4400.73 3361.74 2.88 695.08 983.94 4.01 1380.88 2138.51 3.08 649.13 973.00 4.41 1231.05 1963.13 3.03 660.07 988.75 2.41 4027.41 3809.45 2.57 778.39 1221.53 2.38 3689.32 3636.13 3.32 603.01 884.95 4.79 1044.21 1579.60 22JAN01 10:05:03 DENTON CREEK - LUNA ROAD SUMMARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 110.000 2000.00 431.00 .00 .00 .00 45.49 .00 * 110.000 5000.00 432.46 1.46 .00 1.46 51.07 .00 680.000 2000.00 433.44 .00 2.44 .00 49.41 570.00 * 680.000 5000.00 438.51 5.07 6.05 .00 69.91 570.00 1330.000 2000.00 435.70 .00 2.26 .00 53.05 650.00 1330.000 5000.00 441.05 5.34 2.54 .00 101.42 650.00 * 2360.000 2000.00 437.38 .00 1.68 .00 71.73 1030.00 * 2360.000 5000.00 443.07 5.68 2.02 .00 140.77 1030.00 2370.000 2000.00 437.39 .00 .01 .00 71.83 10.00 2370.000 5000.00 443.08 5.68 .01 .00 141.44 10.00 * 2610.000 2000.00 437.63 .00 .24 .00 102.52 240.00 * 2610.000 5000.00 443.42 5.79 .35 .00 374.80 240.00 * 3140.000 2000.00 437.75 .00 .12 .00 72.95 530.00 3140.000 5000.00 443.64 5.89 .22 .00 2325.12 530.00 3420.000 2000.00 437.98 .00 .23 .00 77.73 280.00 * 3420.000 5000.00 443.61 5.64 -.03 .00 176.40 280.00 * 3890.000 2000.00 438.26 .00 .28 .00 55.78 470.00 * 3890.000 5000.00 443.99 5.73 .37 .00 94.83 470.00 * 4420.000 2000.00 439.24 .00 .99 .00 65.17 530.00 * 4420.000 5000.00 444.90 5.66 .92 .00 2832.21 530.00 4430.000 2000.00 439.25 .00 .01 .00 65.23 10.00 4430.000 5000.00 444.90 5.65 .00 .00 2835.38 10.00 4780.000 2000.00 439.61 .00 .36 .00 68.41 350.00 * 4780.000 5000.00 444.81 5.20 -.10 .00 654.86 350.00 5610.000 2000.00 440.24 .00 .63 .00 144.51 830.00 * 5610.000 5000.00 445.35 5.11 .54 .00 1221.85 830.00 5970.000 2000.00 440.43 .00 .19 .00 85.16 360.00 * 5970.000 5000.00 445.25 4.82 -.10 .00 189.44 360.00 6430.000 2000.00 440.70 .00 .27 .00 85.62 460.00 6430.000 5000.00 445.59 4.90 .35 .00 248.00 460.00 6945.000 2000.00 440.94 .00 .24 .00 61.32 515.00 * 6945.000 5000.00 445.85 4.92 .26 .00 207.77 515.00 1 1 PAGE 10 22JAN01 10:05:03 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH * 7515.000 2000.00 441.26 .00 .32 .00 110.80 570.00 * 7515.000 5000.00 446.45 5.19 .60 .00 209.06 570.00 * 7605.000 2000.00 441.29 .00 .03 .00 119.38 90.00 * 7605.000 5000.00 446.53 5.24 .07 .00 252.65 90.00 * 7705.000 2000.00 441.19 .00 -.09 .00 59.57 100.00 * 7705.000 5000.00 446.33 5.14 -.19 .00 130.50 100.00 8290.000 2000.00 441.47 .00 .27 .00 79.52 585.00 * 8290.000 5000.00 446.87 5.40 .54 .00 2259.84 585.00 8790.000 2000.00 441.72 .00 .25 .00 86.58 500.00 * 8790.000 5000.00 446.90 5.18 .03 .00 263.00 500.00 9120.000 2000.00 441.84 .00 .12 .00 71.40 330.00 9120.000 5000.00 447.06 5.22 .16 .00 201.51 330.00 9300.000 2000.00 441.91 .00 .07 .00 73.56 150.00 * 9300.000 5000.00 447.37 5.46 .31 .00 1422.51 150.00 10270.000 2000.00 442.27 .00 .36 .00 81.12 970.00 10270.000 5000.00 447.51 5.24 .14 .00 1451.76 970.00 11620.000 2000.00 442.71 .00 .44 .00 66.27 1350.00 * 11620.000 5000.00 447.78 5.07 .27 .00 115.19 1350.00 � f PAGE 11 22JAN01 10:05:03 SUMMARY OF ERRORS AND SPECIAL NOTES CAUTION SECNO= 110.000 WARNING SECNO= 680.000 WARNING SECNO= 2360.000 WARNING SECNO= 2360.000 WARNING SECNO= 2610.000 WARNING SECNO= 2610.000 WARNING SECNO= 3140.000 WARNING SECNO= 3420.000 WARNING SECNO= 3890.000 WARNING SECNO= 3890.000 WARNING SECNO= 4420.000 WARNING SECNO= 4420.000 WARNING SECNO= 4780.000 WARNING SECNO= 5610.000 WARNING SECNO= 5970.000 WARNING SECNO= 6945.000 WARNING SECNO= 7515.000 WARNING SECNO= 7515.000 WARNING SECNO= 7605.000 WARNING SECNO= 7605.000 WARNING SECNO= 7705.000 WARNING SECNO= 7705.000 WARNING SECNO= 8290.000 WARNING SECNO= 8790.000 WARNING SECNO= 9300.000 WARNING SECNO= 11620.000 PAGE 12 PROFILE= 2 CRITICAL DEPTH ASSUMED PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE Appendix B — Elm Fork of Trinity 10 -, 50 -, 100 -, 500- and 100 -Year Floodway HEC -RAS Elm Fork of Trinity 10 -, 50- and 100 -Year HEC -RAS HEC -RAS September 1998 Version 2.2 U.S. Army Corp of Engineers Hydrologic Engineering Center 609 Second Street, Suite D Davis, California 95616 -4687 (916) 756 -1104 X X XXXXXX XXXX XXXX XX XXXX X X X X X X X X X X X X X X X X X X X XXXXXXX XXXX X XXX XXXX XXXXXX XXXX X X X X X X X X X X X X X X X X X X X X X XXXXXX XXXX X X X X XXXXX x xxxxxxxzzzxxxxxxxxzxxxxxxxxxzxxxxxxzxxxxxzxxxxxxxzzxxzxxxxzxzxxxxxxzxxxxxxxxxxz PROJECT DATA Project Title: Elm Fork ef3 Reduced Project File : EFef3R.prj Run Date and Time: 10/17/00 8:59:23 AM Project in English units Project Description: Elm Fork of the Trinity River reach ef3. This model reduced by NDM /BWH to include sections in the ef3 reach only. Please note that the 500 -year flow is only to be used with the 500 -year geometry file and the 10 -year through 100 -year flow file is only to be used with the 10 -year through 100 -year geometry file. x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx +xxxxxx PLAN DATA Plan Title: 10, 50, and 100 Year Base Flood Plan Plan File : j: \Jobs \98102 \A \HH \RAS \EFef3R.p01 Geometry Title: 10, 50, and 100 Year Base Flood Plan Geometry File j: \Jobs \98102 \A \HH \RAS \EFef3R.g01 Flow Title Base Flood Discharges; 10, 50 and 100 yr Flow File j: \Jobs \98102 \A \HH \RAS \EFef3R.f01 Plan Summary Information: Number of: Cross Sections = 23 Mulitple Openings = 0 Culverts = 0 Inline Weirs = 0 Bridges = 1 Computational Information water surface calculation tolerance = 0.01 Critical depth calculaton tolerance = 0.01 Maximum number of interations = 20 Maximum difference tolerance = 0.3 Flow tolerance factor = 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: Between every coordinate point (HEC2 Style) Friction Slope Method: Program Selects Appropriate method Computational Flow Regime: Subcritical Flow FLOW DATA Flow Title: Base Flood Discharges; 10, 50 and 100 yr Flow File : j: \Jobs \98102 \A \HH \RAS \EFef3R.f01 Flow Data (cfs) • River Reach RS * 10 YR 50 YR 100 YR * • Elm Fork ef3 107964 * 14600 25500 31600 * • Elm Fork ef3 102686 * 19800 34300 42900 * • Elm Fork ef3 93940 * 17900 33200 43500 * • Elm Fork ef3 89694 * 17900 33200 43500 * Boundary Conditions * River Reach Profile * Upstream Downstream * Elm Fork ef3 10 YR * Known WS = 447.23 Known WS = 438.5 * * Elm Fork ef3 50 YR * Known WS = 448.55 Known WS = 441.04 * * Elm Fork ef3 100 YR z++ zzz++ z+++ zzz+ zzzz++ z++++ zz+++++ zzz+++ zzzzzzz++++++++ z+++++++++ Known WS = 449.26 zzz+ + * * +zz +zzzzzzzzzzzzzzzzzzzz Known WS = 442.44 * + + ++ Internal Rating Curve River :Main Stem Reach :ms Riv Sta:95404 * Flow * Elev * (cfs)* (ft)* * 50800 * 404.29 * * 94600 * 409.05 * * 115200 * 411.2 GEOMETRY DATA Geometry Title: 10, 50, and 100 Year Base Flood Plan Geometry File : j: \Jobs \98102 \A \HH \RAS \EFef3R.g01 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 107964 INPUT Description: 107964 Station Elevation Data num= 39 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1040 456 1082 435 1420 435 1480 446 1610 447.5 1680 448 1819.3 446 1830.9 444 1842.9 442 1880 436 1885 434.7 1886 431.7 1903 424.7 1925 422.71 1943 422.71 1951.5 436 1955.1 438 1958.3 440 1972.4 442 2014.8 444 2100 446 2800 447 3149.4 448 3186.9 448 3250 447 3853.4 446 3948.5 442 4025.1 442 4138.9 442 4143.8 442 4161.9 446 4200 447 4473.9 446 4939.7 444 4992.9 444 5210.4 444 5231.1 444 5308.4 454 5320.3 456 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1040 .04 1610 .12 1819.3 .05 2100 .1 3948.5 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1819.3 2100 850 1307 800 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1040 1819.3 446 2100 5320.3 446 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 106657 INPUT Description: 106657 Station Elevation Data num= 97 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 990 458 990 444 1003 439.7 1026 439.4 1038 436.3 1103 436.9 1139 436 1169 436.2 1193 440.7 1225 441.2 1241 441 1248 439.9 1260 434.7 1261 431.7 1279 424.7 1300 420.2 1317 420.2 1336 433.2 1344 434 1354 437.1 1360 439.5 1390 441.6 1417 446.9 1489 447.7 1539 447.3 1590 446.5 1639 446.4 1783 445.5 1854 1995 445.1 2070 446.1 2142 446.1 2359 2511 447.7 2541 446 2627 446.1 2651 2179 446 2882 446 2892 447.3 2950 3093 447.9 3238 447.9 3488 446.8 3563 3791 446.7 3913 447 3938 446.3 4022 4119 446 4126 446.7 4190 446.7 4252 4367 444.9 4387 445.9 4445 445.7 4471 4543 444.9 4649 445.7 4752 445.2 4802 5068 445.2 5151 443.9 5277 443.3 5299 5380 442.3 5429 443.7 5494 444.2 5514 5892 444.9 5928 445.7 6015 446 6078 6133 450.6 6161 445.7 6292 445.6 6325 6471 446.7 6597 447.4 6681 447.2 6692 6737 447.9 6750 458 Manning's n Values num= 4 Sta n Val Sta n Val Sta n Val Sta 990 .06 1241 .05 1390 .12 2142 Bank Sta: Left Right Lengths: Left Channel Right 1241 1390 850 721 560 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 990 1241 441 1390 6750 441.6 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 105936 INPUT Description: 105936 Station Elevation Data num= 99 Sta Elev Sta Elev Sta Elev Sta 1000 457.9 1038 456.7 1050 453.5 1520 1790 437 1810 442 1850 442 1864 1890 438.6 1892 437.6 1897 434.2 1902 1933 418.75 1955 424.8 1983 434.3 1993 2008 440.1 2014 441 2025 443.8 2125 2303 447.2 2375 446.2 2455 444.7 2493 2558 445.3 2592 445.8 2636 445.7 2677 2879 444.9 2966 445 3050 445 3225 3343 445.1 3421 445.4 3483 445.4 3617 3774 444.9 3842 444.8 4045 445 4117 4380 444.8 4524 445.4 4602 445.1 4754 4964 445.3 5036 445 5105 445.2 5393 5618 444.4 5627 443.9 5697 443 5716 5785 444.1 5800 444.1 5805 443.9 5812 5900 442.7 5971 444.3 6106 445 6169 6677 446.5 6720 447.4 6764 447.6 6864 446.3 1943 446.3 447.1 2438 448 447 2717 447.2 448.4 3022 448.6 447.3 3733 447.2 446.9 4029 446 443.9 4269 446.4 446.4 4525 445.7 445.1 4871 445.7 443.5 5348 443.1 443.6 5578 444.4 447.5 6110 450.5 446.2 6381 447 448.7 6716 447.6 n Val t + + + + + ++ .06 Coeff Contr. Expan .1 .3 Elev Sta Elev 453.5 1570 437 446.7 1876 446.8 431.8 1922 419.8 437.7 2003 439.9 445 2242 446.9 443.6 2541 445.3 445.3 2808 445.3 445.2 3299 445.1 445.2 3687 445.3 444.7 4189 445 445.6 4820 445.4 445 5470 444.4 443.7 5738 443.5 442 5898 442 445.5 6392 445.4 446.4 6884 446.3 6912 446.7 6921 447.2 6954 451.5 6979 451.1 7008 447.9 7014 447 7049 447.4 7065 447.2 7112 447.7 7139 447.5 7174 447.7 7444 449.6 7503 449.8 7522 449.7 7579 450.5 7634 450.7 7661 451.4 7798 450.6 8050 451.5 Manning's n Values num= 4 Sta n Val Sta n Val Sta n Val Sta n Val 1000 .06 1876 .05 2025 .12 2966 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1876 2025 870 769 770 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 1876 446.8 2025 8050 443.8 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 105167 INPUT Description: 105167 Station Elevation Data num= 100 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev + zzz+++++ z++++ z+++ zzzz+++++++++ zz+++ zzzzzzz+++++ zz + + + + +zzz + + *zzzzzz + + + + + + + + + * + ++ 1000 453.2 1043 451.3 1150 450.7 1178 450.4 1478 451.4 1626 451.1 1742 450 1784 450 1909 449.2 2032 449.4 2215 448.6 2244 448.7 2374 446.6 2434 444.9 2549 444.6 2583 442.7 2641 442.2 2659 442.4 2691 440.5 2712 440.8 2720 434.7 2725 434.4 2732 431.8 2740 419.7 2756 419 2771 424.7 2793 434.3 2801 440.8 2818 441.5 2838 444.5 2944 442.3 3004 446.6 3070 447.1 3096 446.3 3152 445.6 3286 445.6 3431 446.1 3506 446.1 3650 445.6 3721 445 3796 445.4 3868 445.3 4140 445.6 4289 445.6 4361 445 4393 445.3 4422 445.2 4525 445.2 4589 445.2 4606 445.3 4619 445.1 4751 445.5 4806 445.5 4878 445.4 5037 446.1 5074 445.9 5125 446.3 5141 444.7 5209 443.7 5246 443.8 5385 444.9 5435 444.8 5488 444.1 5489 443.2 6253 443.3 6329 443.2 6397 443.4 6547 443.8 6667 443.1 6797 445 6829 445.5 6863 445.5 6943 445.7 7138 446.7 7159 446.6 7253 447.3 7296 447.3 7373 447.9 7470 448 7493 447.9 7563 449.6 7634 449.7 7707 449.2 7795 451.4 7941 449.8 8007 450.5 8169 450.4 8204 450.9 8230 450.6 8283 450.8 8333 451.8 8385 452.1 8706 452.6 8718 451.3 8758 451.6 8773 451.7 9032 451 9089 451.8 9225 450.2 9250 450.2 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1000 .07 2691 .1 2712 .05 2818 .12 4140 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2712 2818 1500 2481 1100 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 2712 440.8 2818 9250 441.5 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 102686 INPUT Description: 102686 Station Elevation Data num= 82 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1008.4 454 1069 452 1084.8 450 1104.3 448 1112.8 448 1135.5 448 1322.3 448 1467.2 450 1517.4 450 1589 448 1637.1 446 1678.5 444 2234.4 444 2314.8 444 2321.9 442 2328.9 440 2332.9 438 2336.1 436 2340 434.8 2342 432.8 2374 424.3 2392 419.8 2407 423.8 2424 432.8 2445.6 436 2451.2 438 2469.4 440 2476.8 442 2524.8 444 2579.2 444 2594 444 2628.2 444 2638.2 444 3053.9 444 3501.9 444 3836.4 446 3861.5 446 4186 446 4232.5 446 4236.8 444 4241.3 442 6277.8 442 6281.1 444 6322.8 446 6331.4 448 6338.7 450 6347.4 450 6350.8 448 6354.3 446 6357.8 444 6361.7 442 6478.4 442 6514 442 6962.2 442 7029.5 442 7037.1 442 7116.5 444 7127.8 444 7140.6 444 7154.6 446 7162.1 448 7196.1 450 7435.4 452 7510.6 452 7589.2 450 7680.1 448 7701.6 446 7707.4 444 7772.8 444 7805.7 444 8018.6 444 8507.2 446 8741.1 448 8986.7 450 8997.9 450 9447.4 450 9518 450 9804.8 450 9931.2 450 10073 450 10128 452 10206 454 Manning's n Values num= 6 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1008.4 .07 2234.4 .1 2314.8 .05 2524.8 .045 3861.5 .03 6962.2 .07 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2314.8 2524.8 900 1258 600 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1008.4 2314.8 444 2524.8 10206 444 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 101428 INPUT Description: 101428 Station Elevation Data num= 99 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 453.6 1042 452 1048 450.3 2156 450.3 2158 449.8 2200 448 2400 448 2900 448 3150 446 3980 445.9 4063 445.5 4111 440 4148 439.4 4157 435.1 4158 434.8 4160 432.8 4191 424.8 4209 418.9 4224 423.8 4241 432.8 4247 435.1 4254 438.5 4261 442.2 4280 442.3 4299 442.7 4354 442.8 4387 442.6 4571 442.8 4601 444 4714 444.4 4760 444.3 4765 444.1 4922 444 4971 445 5049 445.2 5103 444.4 5130 446.1 5148 445.1 5184 444.7 5189 442 5689 442 5693 443.8 5734 445.7 5760 444.8 5777 443.9 5783 444.1 5793 442 7530 442 7551 444.6 7594 443.5 7772 442.5 7868 442.2 7903 441.6 7962 441.4 8009 441.9 8222 442.8 8363 442.8 8456 443.2 8558 442.7 8697 443.3 8770 443.3 8813 443.2 8839 443 8899 444.2 8935 444.6 8964 444.5 8982 444.2 9104 444.2 9262 443.7 9433 445.6 9591 446.8 9752 446.9 9797 447.2 9840 446.2 9925 445.8 9955 445.8 9996 445.1 10011 446.2 10077 447 10086 447.5 10151 447.8 10203 447.8 10210 448 10282 448.3 10422 450 10438 450 10487 450.6 10522 450.5 10564 449.8 10772 450 10782 450.2 10813 451.2 10868 451 10958 456.3 11116 455.9 11190 457.4 11231 458.5 11331 461.8 11359 462.2 Manning's n Values num= 8 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1000 .07 2400 .045 4063 .1 4111 .05 4261 .1 4387 .045 5189 .03 7772 .07 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 4111 4261 930 1720 670 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 4111 440 4261 11359 442.2 Blocked Obstructions num= 1 Sta L Sta R Elev * * * * * * * * * * * * * * * * * * * * * * ** 10900 11359 462.2 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 99708 INPUT Description: 99708 Station Elevation Data num= 100 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 452.9 1040 452.7 1070 450.8 1072 450 2050 450 2400 446 2762 443.7 2829 442.3 2912 442 2978 442.8 3113 443.8 3533 443.9 3603 443.3 3676 443.1 3698 443.5 3766 444.1 3989 445.4 4071 445.2 4099 442.1 4102 441.5 4121 432.7 4153 424.2 4182 417.6 4200 423.5 4214 432.7 4233 438.8 4244 442.8 4280 443.1 4308 442.9 4346 444.5 4372 444.8 4457 444.4 4545 444.2 4838 444.3 4880 444.2 4908 444.6 5005 444.8 5078 444.5 5189 443.5 5257 443.6 5312 443 5467 443.1 5511 442.6 5547 443 5643 442.8 5659 442 7500 442 7807 442 7827 443.6 7847 443.6 7954 442.4 7994 442.7 8092 442.3 8171 442.9 8332 443.4 8400 443 8464 443.2 8533 443 8604 443.9 8740 443.9 8946 445.4 9003 445.6 9037 446.3 9151 447.4 9265 446.5 9320 446.9 9354 446.9 9385 446.5 9416 447 9464 447.2 9492 446.8 9522 447.8 9602 448.4 9615 448.4 9623 448.2 9778 447.8 9819 447.5 9832 447.7 9975 448.2 10000 447.5 10040 447.6 10219 444.8 10286 445.5 10384 451.7 10414 456.1 10464 458.3 10559 458.7 10579 455 10673 450.7 10828 450.2 10882 450.9 10960 450.8 11049 450.2 11090 451 11288 452.3 11359 455 11418 454.6 11602 456.8 11694 457 11767 456.8 Manning's n Values num= 6 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1000 .055 4099 .05 4244 .045 5659 .03 7500 .09 8092 .07 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 4099 4244 900 824 900 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 4099 442.1 4244 11767 442.8 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 1600 452.9 10400 11767 459.7 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 98884 INPUT Description: 98884 Station Elevation Data num= 100 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 451.9 1023 451.5 1113 449.1 1141 449.1 1262 447.1 1347 446.2 1403 444 2000 444 2200 446 2574 449 2709 450.7 2830 450.9 2955 450.2 3053 448.3 3086 446 3146 443.9 3238 443.1 3456 442.9 3611 442.3 3673 441.5 3767 441.2 3876 441.5 3910 442.3 4039 442.3 4392 443.2 4418 443.2 4428 443.5 4518 443.8 4616 443.6 4654 443.6 4699 444.1 4728 444.1 4751 435.3 4777 428.3 4788 421.3 4810 416.9 4837 434.9 4843 435.3 4854 435.3 4861 438 4895 437.3 4929 443.1 4970 442.5 4986 442.6 5043 441.6 5134 440.4 5194 442 5235 444.3 5256 444.6 5271 444.3 5367 443.9 5454 445.1 5595 444.7 5730 443.5 5780 444.1 5882 443.2 6083 442.4 6140 442.4 6164 443.2 6184 442 7200 442 7712 442 7721 442.1 7753 443.7 7808 442 8010 442 8083 442.6 8231 443.1 8363 442 8380 442.2 8429 442.2 8450 441.9 8523 442.4 8674 442.6 8757 442.2 8918 443 8981 459.6 9145 459.6 9156 459.2 9204 444.6 9275 444.3 9303 444.8 9389 445.2 9514 444.3 10250 450 10799 450 11019 450.5 11113 450 11223 450.6 11259 449.7 11387 450.4 11480 451.4 11675 452.2 11874 451 11968 450.2 12012 451.5 12051 451.5 12170 452.8 12301 454.4 12338 457.7 Manning's n Values num= 7 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1000 .05 4728 .045 4861 .1 4929 .045 6184 .03 7200 .09 8757 .07 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 4728 4861 920 965 900 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 4728 444.1 4861 12338 438 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 2900 450.9 10500 12338 454.7 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 97919 INPUT Description: 97919 Station Elevation Data num= 100 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 451.6 1031 451.2 1071 447.9 1084 448 1101 447 1804 447 1856 447.8 2001 446.9 2099 447.1 2414 446.1 2439 446.3 2532 445.7 2590 446.1 2673 446 2734 445.5 2769 446.2 2918 445.8 3074 446.9 3263 444.9 3351 445 3551 443.8 4087 442.7 4224 441.7 5063 442.7 5230 443.2 5246 443.5 5409 444.3 5465 446 5506 446.5 5518 444.5 5559 444 5620 443.9 5627 443.1 5635 439.7 5667 439.6 5677 438.2 5681 435.5 5684 428.2 5696 421.2 5718 416.2 5745 434.8 5767 439.3 5783 440.7 5794 443 5822 442.8 5856 445 5898 445.5 5965 444.8 6052 444.6 6177 443.5 6437 441.8 6568 442.1 6713 441.1 6850 441.2 6921 442.3 6960 442.2 7010 440 7301 440 7332 443.7 7420 443.6 7467 442.4 7514 440.4 7652 440 7779 440 7798 441.5 7925 442.5 8077 442.5 8336 441.6 8448 442.1 8539 441.7 8610 442.2 8658 444.1 8735 442.2 8828 441.7 8972 441.8 9274 442.6 9320 443.3 9555 444.7 9600 444.6 9755 446.2 9809 446 9877 446 9966 446.5 9986 446.5 10518 446.2 10553 445.5 10639 445.4 10682 445.7 10778 447.5 10962 447.6 11050 447.1 11070 449.7 11216 450.1 11326 449.9 11617 451.9 11785 452.5 12163 452.6 12474 452 12613 452 12659 451.8 Manning's n Values num= 8 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1000 .07 4087 .05 5506 .1 5620 .05 5767 .1 5856 .045 6713 .1 7652 .07 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 5620 5767 700 741 700 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 5620 443.9 5767 12659 439.3 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 4000 446.3 10300 12659 452.6 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 97178 INPUT Description: 97178 Station Elevation Data num- 100 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1200 447.9 1253 447.5 1313 445 1725 445.1 1784 445.1 1854 443.9 2102 444.1 2427 444 2521 444.1 2540 444.4 2577 445.3 3475 444.9 3494 446.1 3532 445.9 3559 447.2 3570 447.5 3582 446.7 3590 446.2 3599 445 3623 445 3641 444.8 3676 444 3788 442.4 3818 442.4 3873 442 4222 443.2 4295 444 4412 444.7 4449 444.5 4602 445.2 4714 445.9 4733 444.3 4743 441.5 5577 441.6 5606 441.9 5631 441.4 5710 441.4 5738 443.7 5822 445 5844 444.9 5667 438 5875 435.4 5901 428.2 5913 421.2 5944 416.5 5949 419.8 5960 434.8 5991 435.4 6007 439.8 6013 440.2 6055 442.2 6174 443 6236 442.1 6284 442 6419 444.1 6510 443.8 6537 443.8 6847 442.4 6950 442.4 6996 442.9 7048 442.9 7105 441.9 7740 441.9 7918 444 7945 442.9 8383 442.8 6476 443.8 8513 443.7 8540 444.6 8571 442.5 8704 442.1 8813 443.1 9162 442.2 9293 443 9372 443.6 9403 445.1 9457 443.6 9839 443.4 9965 445.9 9972 445.9 9992 446.9 10225 446.3 10419 447.2 10523 447.7 10682 447.2 10704 446.9 10736 446.9 10823 447.8 10890 446.7 11073 446 11144 446 11155 449.1 11174 449.7 11186 447.7 11573 447.8 11595 448.9 11705 448.8 11893 449.6 12146 449.7 12200 450.3 Manning's n values num= 8 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1200 .09 4714 .12 5844 .05 6013 .045 7048 .1 7740 .05 8571 .08 9372 .07 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 5844 6013 2200 3238 1350 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1200 5844 444.9 6013 12200 440.2 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 1200 4700 447.5 9950 12200 450.3 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 93940 INPUT Description: 93940 Station Elevation Data num= 95 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 450.9 1100 447.3 1300 447.5 1400 445.1 1500 443 1600 445.3 1700 443.5 1800 443.2 1900 443.9 2000 443.4 2200 441.4 2300 441.1 2400 442.1 2700 442.1 2900 450 3100 440.5 3400 442.9 3500 441.4 4100 442.4 4200 446.1 4300 446 4400 445.3 4500 445.3 4800 446.4 5000 443 5100 442.7 5200 440.9 5300 445.1 5400 443 5500 442.1 5600 442.4 5700 442.8 5800 441.1 5900 442.7 6000 440.6 6100 441.8 6200 440.8 6300 438.1 6400 438.5 6500 440 6600 440 6700 439.7 6800 439.9 7000 439.9 7100 439 7200 438.8 7300 439.4 7400 439.4 7600 440.2 7700 440.5 7900 442 8000 442.1• 8100 438.9 8124 435.1 8136 427 8155 423.5 8170 420.5 8201 417.3 8221 420 8235 424.5 8267 435.1 8275 440.4 8400 440 8500 437.9 8600 437.4 8700 440.1 8800 442.9 8900 444 9000 444 9100 444 9200 444.4 9300 442 9500 443.2 9600 443.5 9700 444.5 9800 444 9900 444 10000 442.5 10800 441.2 10900 441.9 11000 444 11100 444.1 11400 443.8 11500 445.5 11600 446.1 11700 445.5 11800 444.7 11900 445.6 12000 447.7 12100 447 12200 446.5 12300 446.5 12400 444.2 12500 448.1 12570 448.4 Manning's n values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val ***************+*****+*************+*+*****+***** * * * * * * * * * * * * * * * * * * * * * * * + * + * * * ** 1000 .07 4500 .12 6100 .07 8100 .05 8275 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 8100 8275 650 581 460 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev +xxx+ xxx+ xxxxxxxxxxxxx + + +xxxxxxxxxxxxxxxxx ++ +xxx 1000 8100 438.9 8275 12570 440.4 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev xxxxxxxxx + + + +xxxxxxxxxxxxxx+ +xxx + + + *xxxxxxxxxxxx 1000 7000 450.9 9220 12570 454 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 93359 INPUT Description: 93359 Station Elevation Data num= 100 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev xxx+ xxx + + +xxxxxxxxxxxxxxxxx + ++ xxx+ +xxxxxxxx xxxxxx+ +xxx + +� : +xxxxxxxxxxxx +xxxxxxxx 2230 441.1 2292 441.1 2466 440.5 2645 440.4 2696 440.8 2852 440.1 2912 440.1 2972 440.3 3107 440.7 3147 441.9 3219 443.2 3315 441.6 3500 441.9 3534 442.2 3554 441.6 3684 441.8 3732 442.7 3859 445.7 3891 441.5 4146 441.5 4206 441.2 4283 441.1 4311 441.7 4367 441.6 4417 441.6 4483 442.7 4603 441.4 4748 444.1 4852 445.2 4893 447 5230 446.9 6061 446.8 6064 446.8 6103 448.5 6221 445.7 6272 445.7 6347 447.4 6399 446.5 6658 446.4 6758 443.7 6814 443.7 6834 441.4 6911 441.4 7241 442.4 7303 442.3 7434 441 7457 440.4 7594 439.7 8168 438 8174 437 8200 437 8210 437 8219 436 8228 436 8235 437 8242 438 8270 438.3 8300 438 8317 436 8327 435 8350 434.9 8380 435 8428 436 8471 437 8496 439 8505 440 8519 441 8618 441.8 8633 442.5 8698 440.4 8748 440.6 8766 440.3 8784 439.1 8790 435.1 8802 427 8821 423.5 8836 420.5 8867 417.5 8887 420 8901 424.5 8933 435.1 8941 440.4 9002 440 9007 440.8 9050 442.7 9067 444.3 9305 443.7 9353 443.7 9486 445.6 9515 446 9608 446.1 9702 446.1 10006 445.8 10085 445.8 10817 445 10884 446.3 10989 446.7 11783 446.6 11868 446.4 12800 446.5 Manning's n Values num= 6 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val xxxx +xx +xxxxxxxxxxxxxxxx + + ++ +xxx + +xxxxxxxxxxxxxxxxxxx + + +x* +xxxx + + + +xxxxxxxxxxxxx 2230 .07 4146 .12 7457 .045 8174 .035 8766 .05 8941 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 8766 8941 62 62 62 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev +x + +xxxxxxxxxxx +x ++ +xxx +x + +xxxxxxxxxxxxxxx ++ +xxx 2230 8766 440.3 8941 12800 440.4 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev xxxxx +xxxxxx + + +xxxxxxxxx *xxxxxxxx +xxxxx + + +x xxxxx 2230 8000 447.4 9150 12800 446.7 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 93297 INPUT Description: Section 93297 - Upstream bounding cross section for Sandy Lake Road bridge Station Elevation Data num= 92 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 2400 442.5 2690 442.7 2910 442.5 3116 442.7 3286 442.7 3518 442.4 3719 442.4 3898 443.5 4055 446.4 4331 450.1 4495 451.1 4730 451.9 4806 451.9 5131 448.1 5405 447.29 5835 443.5 6110 444 6387 443.4 6649 445.1 6868 445.1 6965 444.2 7000 444.6 7100 447 7200 448.7 7300 449.3 7400 448.8 7450 448.6 7480 448.3 7500 448.3 7578 448.4 7578 447.7 7668 448.6 7668 449.3 7700 449.8 7800 451.5 7850 452.2 7920 452.9 7950 453.1 7980 453.4 7980 455.6 8050 456.1 8050 448 8080 438 8150 437.5 8350 433.3 8400 433 8450 433 8500 434.8 8555 441 8750 441 8800 440 8858 438 8880 435 8888.5 430.65 8891.5 429.11 8897 426.3 8898 426.52 8902 427.4 8930 417.5 8960 417.76 8964 417.79 8965 417.8 9000 434 9055 439 9074 439 9090 447 9090 455.7 9168 455.2 9168 452.7 9240 451.4 9350 449.3 9350 448.8 9400 448.4 9500 447.6 9600 446.5 9650 446 9844 447 10349 446.8 10586 446.2 10855 445.7 11076 446.1 11418 445.7 11621 446.2 11749 445.3 11908 445.2 11988 445.3 12152 445.2 12280 445 12370 445.5 12610 445.9 12756 446 12800 445.9 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 2400 .035 8880 .03 9000 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 8880 9000 85 85 85 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 2400 8880 439 9000 12800 439 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 2400 8050 460 9090 12800 460 BRIDGE RIVER: Elm Fork REACH: ef3 RS: 93254.5 INPUT Description: Bridge # 17 - Sandy Lake Road Note: Bridge and roadway modeled from plans dated Dec. 1996 and stamped Dec. 1997. Distance from Upstream XS = 1 Deck /Roadway Width = 83 Weir Coefficient = 2.6 Bridge Deck /Roadway Skew = Upstream Deck /Roadway Coordinates num= 8 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 8050 456.1 448.5 8530 459.3 451.7 8610 459.1 451.5 8770 457.9 450.3 6770 457.9 449.1 9010 456.2 447.4 9010 456.2 448.6 9090 455.7 448.1 Upstream Bridge Cross Section Data Station Elevation Data num= 92 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 2400 442.5 2690 442.7 2910 442.5 3116 442.7 3286 442.7 3518 442.4 3719 442.4 3898 443.5 4055 446.4 4331 450.1 4495 451.1 4730 451.9 4806 451.9 5131 448.1 5405 447.29 5835 443.5 6110 444 6387 443.4 6649 445.1 6868 445.1 6965 444.2 7000 444.6 7100 447 7200 448.7 7300 449.3 7400 448.8 7450 448.6 7480 448.3 7500 448.3 7578 448.4 7578 447.7 7668 448.6 7668 449.3 7700 449.8 7800 451.5 7850 452.2 7920 452.9 7950 453.1 7980 453.4 7980 455.6 8050 456.1 8050 448 8080 438 8150 437.5 8350 433.3 8400 433 8450 433 8500 434.8 8555 441 8750 441 8800 440 8858 438 8880 435 8888.5 430.65 8891.5 429.11 8897 426.3 8898 426.52 8902 427.4 8930 417.5 8960 417.76 8964 417.79 8965 417.8 9000 434 9055 439 9074 439 9090 447 9090 455.7 9168 455.2 9168 452.7 9240 451.4 9350 449.3 9350 448.8 9400 448.4 9500 447.6 9600 446.5 9650 446 9844 447 10349 446.8 10586 446.2 10855 445.7 11076 446.1 11418 445.7 11621 446.2 11749 445.3 11908 445.2 11988 445.3 12152 445.2 12280 445 12370 445.5 12610 445.9 12756 446 12800 445.9 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 2400 .035 8880 .03 9000 .035 Bank Sta: Left Right Coeff Contr. Expan. 8880 9000 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 2400 8880 439 9000 12800 439 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 2400 8050 460 9090 12800 460 Downstream Deck /Roadway Coordinates num= 8 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 8050 456.1 448.5 8530 459.3 451.7 8610 459.1 451.5 8770 457.9 450.3 8770 457.9 449.1 9010 456.2 447.4 9010 456.2 448.6 9090 455.7 448.1 Downstream Bridge Cross Section Data Station Elevation Data num= 92 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 2400 442.5 2690 442.7 2910 442.5 3116 442.7 3286 442.7 3518 442.4 3719 442.4 3898 443.5 4055 446.4 4331 450.1 4495 451.1 4730 451.9 4806 451.9 5131 448.1 5405 447.29 5835 443.5 6110 444 6387 443.4 6649 445.1 6868 445.1 6965 444.2 7000 444.6 7100 447 7200 448.7 7300 449.3 7400 448.8 7450 448.6 7480 448.3 7500 448.3 7578 448.4 7578 447.7 7668 448.6 7668 449.3 7700 449.8 7800 451.5 7850 452.2 7920 452.9 7950 453.1 7980 453.4 7980 455.6 8050 456.1 8050 448 8080 438 8150 437.5 8350 433.3 8400 433 8450 433 8500 434.8 8555 441 8750 441 8800 440 8858 438 8880 435 8888.5 430.65 8891.5 429.11 8897 426.3 8898 426.52 8902 427.4 8930 417.5 8960 417.76 8964 417.79 8965 417.8 9000 434 9055 439 9074 439 9090 447 9090 455.7 9168 455.2 9168 452.7 9240 451.4 9350 449.3 9350 448.8 9400 448.4 9500 447.6 9600 446.5 9650 446 9844 447 10349 446.8 10586 446.2 10855 445.7 11076 446.1 11418 445.7 11621 446.2 11749 445.3 11908 445.2 11988 445.3 12152 445.2 12280 445 12370 445.5 12610 445.9 12756 446 12800 445.9 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 2400 .045 8880 .05 9000 .045 Bank Sta: Left Right Coeff Contr. Expan. 8880 9000 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 2400 8880 439 9000 12800 439 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 2400 8050 460 9090 12800 460 Upstream Embankment side slope = horiz. to 1.0 vertical Downstream Embankment side slope = horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Piers = 11 Pier Data Pier Station Upstream= 8130 Downstream= 8130 Upstream num= 2 Width Elev Width Elev 2.5 425 2.5 452 Downstream num= 2 Width Elev Width Elev 2.5 425 2.5 452 Pier Data Pier Station Upstream= 8210 Downstream= 8210 Upstream num= 2 Width Elev Width Elev 2.5 425 2.5 452 Downstream num= 2 Width Elev Width Elev 2.5 425 2.5 452 Pier Data Pier Station Upstream= 8290 Downstream= 8290 Upstream num= 2 Width Elev Width Elev 2.5 425 2.5 452 Downstream num= 2 Width Elev Width Elev 2.5 425 2.5 452 Pier Data Pier Station Upstream= 8370 Downstream= 8370 Upstream num= 2 Width Elev Width Elev 2.5 425 2.5 452 Downstream num= 2 Width Elev Width Elev 2.5 425 2.5 452 Pier Data Pier Station Upstream= 8450 Downstream= 8450 Upstream num= 2 Width Elev Width Elev 2.5 425 2.5 452 Downstream num= 2 Width Elev Width Elev 2.5 425 2.5 452 Pier Data Pier Station Upstream= 8530 Downstream= 8530 Upstream num= 2 Width Elev Width Elev 2.5 425 2.5 453 Downstream num= 2 Width Elev Width Elev 2.5 425 2.5 453 Pier Data Pier Station Upstream= 8610 Downstream= 8610 Upstream num= 2 Width Elev Width Elev 2.5 425 2.5 453 Downstream num= 2 Width Elev Width Elev 2.5 425 2.5 453 Pier Data Pier Station Upstream= 8690 Downstream= 8690 Upstream num= 2 Width Elev Width Elev 2.5 425 2.5 452 Downstream num= 2 Width Elev Width Elev 2.5 425 2.5 452 Pier Data Pier Station Upstream= 8770 Downstream= 8770 Upstream num= 2 Width Elev Width Elev 3 425 3 452 Downstream num= 2 Width Elev Width Elev 3 425 3 452 Pier Data Pier Station Upstream= 8890 Downstream= 8890 Upstream num= 2 Width Elev Width Elev 3 425 3 452 Downstream num= 2 Width Elev Width Elev 3 425 3 452 Pier Data Pier Station Upstream= 9010 Downstream= 9010 Upstream num= 2 Width Elev Width Elev * * * * * * * * * * # # # * * # * * * * * * * * * * * * * * ** 3 425 3 452 Downstream num= 2 Width Elev Width Elev 3 425 3 452 Number of Bridge Coefficient Sets = 1 Low Flow Methods and Data Energy Selected Low Flow Methods = Energy High Flow Method Energy Only Additional Bridge Parameters Add Friction component to Momentum Do not add Weight component to Momentum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria to check for pressure flow = Upstream energy grade line CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 93212 INPUT Description: Section 93212 - Downstream bounding cross section for Sandy Lake Road bridge Station Elevation Data num= 92 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 2400 442.5 2690 442.7 2910 442.5 3116 442.7 3286 442.7 3518 442.4 3719 442.4 3898 443.5 4055 446.4 4331 450.1 4495 451.1 4730 451.9 4806 451.9 5131 448.1 5405 447.29 5835 443.5 6110 444 6387 443.4 6649 445.1 6868 445.1 6965 444.2 7000 444.6 7100 447 7200 448.7 7300 449.3 7400 448.8 7450 448.6 7480 448.3 7500 448.3 7578 448.4 7578 447.7 7668 448.6 7668 449.3 7700 449.8 7800 451.5 7850 452.2 7920 452.9 7950 453.1 7980 453.4 7980 455.6 8050 456.1 8050 448 8080 438 8150 437.5 8350 433.3 8400 433 8450 433 8500 434.8 8555 441 8750 441 8800 440 8858 • 438 8880 435 8888.5 430.65 8891.5 429.11 8897 426.3 8898 426.52 8902 427.4 8930 417.5 8960 417.76 8964 417.79 8965 417.8 9000 434 9055 439 9074 439 9090 447 9090 455.7 9168 455.2 9168 452.7 9240 451.4 9350 449.3 9350 448.8 9400 448.4 9500 447.6 9600 446.5 9650 446 9844 447 10349 446.8 10586 446.2 10855 445.7 11076 446.1 11418 445.7 11621 446.2 11749 445.3 11908 445.2 11988 445.3 12152 445.2 12280 445 12370 445.5 12610 445.9 12756 446 12800 445.9 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 2400 .045 8880 .05 9000 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 8880 9000 10 15 20 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 2400 8880 439 9000 12800 439 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev xxxxxxxxxxxxxxxxxxxxxxxxxxxxx :xxxxxxxxxxxxxxxxxx 2400 8050 460 9090 12800 460 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 93197 INPUT Description: 93197 Station Elevation Data num= 96 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 1520 460 1730 460 1730 443 1900 441.4 1900 460 2520 460 2523 442.5 2634 442.5 2638 441.5 2684 441 3355 441 3367 441.3 3388 441.3 3410 441 3570 441.5 3600 441.5 3683 440.8 3820 440.8 3846 441.9 3908 441.9 4012 442.7 4076 443.5 4207 446.9 4702 450.2 4756 451.3 4876 450 5772 450.1 6052 450.1 6064 450.5 6124 448.3 6151 448.5 6297 443.4 6334 442.7 6425 442.7 6515 443.4 6613 444.7 6824 445.8 6854 444.7 6921 444.8 6982 444.3 7126 444.2 7297 444.4 7447 444.1 7520 444.5 7592 445.1 7679 445.1 7896 443.2 7926 440.6 8004 440.2 8125 438.1 8132 438 8189 437 8246 436 8304 434.9 8329 434.8 8340 435 8361 434 8380 433 8445 432.3 8507 433 8521 434 8530 435 8560 440 8575 440 8580 441.3 8623 440.7 8781 440 8826 440 8893 437.6 8913 424.4 8930 417.5 8960 417.5 8976 424.4 9046 434.5 9046 437.6 9080 437.6 9086 437.7 9100 441.6 9122 446.2 9168 447.4 9578 446.6 9622 444.1 9667 444.1 9809 444.7 9998 444.4 11007 447.5 11146 446.5 11206 442.6 11318 443.5 11477 443.5 11523 443.5 11960 447.2 12176 448.9 12371 447.7 12550 443.6 12635 444.4 Manning's n Values num= 7 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1520 .07 2684 .05 3908 .12 6334 .065 8132 .045 8893 .05 9046 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 8893 9046 1 1 1 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1520 8893 437.6 9046 12635 434.5 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 1520 8100 462.6 9100 12635 462.6 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 93196 INPUT Description: 93196 Station Elevation Data num= 96 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1520 460 1730 460 1730 443 1900 441.4 1900 460 2520 460 2523 442.5 2634 442.5 2638 441.5 2684 441 3355 441 3388 441.3 3410 441 3570 441.5 3600 441.5 3683 440.8 3820 440.8 3846 441.9 3908 441.9 4076 443.5 4499 449.1 4568 449.9 4702 450.2 4756 451.3 4876 450 5772 450.1 6052 450.1 6064 450.5 6124 448.3 6151 448.5 6297 443.4 6334 442.7 6425 442.7 6515 443.4 6613 444.7 6824 445.8 6854 444.7 6921 444.8 6982 444.3 7126 444.2 7297 444.4 7447 444.1 7520 444.5 7592 445.1 7679 445.1 7896 443.2 7926 440.6 8004 440.2 8125 438.1 8132 438 8189 437 8246 436 8304 434.9 8329 434.8 8340 435 8361 434 8380 433 8445 432.3 8507 433 8521 434 8530 435 8560 440 8575 440 8580 441.3 8623 440.7 8781 440 8826 440 8893 437.6 8930 437.5 8930 434.2 8940 433.7 8960 433.8 8974 434.4 9046 434.5 9046 437.6 9080 437.6 9086 437.7 9100 441.6 9122 446.2 9168 447.4 9578 446.6 9622 444.1 9667 444.1 9809 444.7 9998 444.4 11007 447.5 11146 446.5 11206 442.6 11318 443.5 11477 443.5 11523 443.5 11960 447.2 12176 448.9 12371 447.7 12550 443.6 12635 444.4 Manning's n Values num= 7 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1520 .07 2684 .05 3908 .12 6334 .065 8132 .045 8826 .02 9100 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 8930 9046 5 5 5 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1520 8930 437.5 9046 12635 434.5 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 1520 8100 462.6 9100 12635 462.6 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 93191 INPUT Description: 93191 Station Elevation Data num= 96 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1520 460 1730 460 1730 443 1900 441.4 1900 460 2520 460 2523 442.5 2634 442.5 2638 441.5 2684 441 3355 441 3388 441.3 3410 441 3570 441.5 3600 441.5 3683 440.8 3820 440.8 3846 441.9 3908 441.9 4076 443.5 4499 449.1 4568 449.9 4702 450.2 4756 451.3 4876 450 5772 450.1 6052 450.1 6064 450.5 6124 448.3 6151 448.5 6297 443.4 6334 442.7 6425 442.7 6515 443.4 6613 444.7 6824 445.8 6854 444.7 6921 444.8 6982 444.3 7126 444.2 7297 444.4 7447 444.1 7520 444.5 7592 445.1 7679 445.1 7896 443.2 7926 440.6 8004 440.2 8125 438.1 8132 438 8189 437 8246 436 8304 434.9 8329 434.8 8340 435 8361 434 8380 433 8445 432.3 8507 433 8521 434 8530 435 8560 440 8575 440 8580 441.3 8623 440.7 8781 440 8826 440 8893 437.6 8930 437.5 8930 434.2 8940 433.7 8960 433.8 8974 434.4 9046 434.5 9046 437.6 9080 437.6 9086 437.7 9100 441.6 9122 446.2 9168 447.4 9578 446.6 9622 444.1 9667 444.1 9809 444.7 9998 444.4 11007 447.5 11146 446.5 11206 442.6 11318 443.5 11477 443.5 11523 443.5 11960 447.2 12176 448.9 12371 447.7 12550 443.6 12635 444.4 Manning's n Values num= 7 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val zzzzzzzzzzzzzzzzzzzzzzz* zzzz zz zzzzzzzzzzzzzzz�zzzz * + + *zzzzzzzzzzz *zzzzzzzzzzzzzz 1520 .07 2684 .05 3908 .12 6334 .065 8132 .045 8826 .02 9100 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 8930 9046 1 1 1 .1 .3 Ineffective Flow 'num= 2 Sta L Sta R Elev Sta L Sta R Elev . zzzzzzzzzzz**+ zz : +zzzzzzzzzzzzzzzz�zzzzz *zz * *zz 1520 8930 437.5 9046 12635 434.5 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev zzzzzzzzzzzzzzz.* z « +zzzzzzzzzzzzzzzzzzzzzzz +zzzz 1520 8100 462.6 9100 12635 462.6 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 93190 INPUT Description: 93190 Station Elevation Data num= 96 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1483 444.4 1520 445.6 1520 460 1730 460 1730 444.4 1900 444.8 1900 460 2520 460 2520 442.5 2521 442.5 2623 442.1 2755 445 2793 441 3143 441 3159 444.1 3178 444.1 3197 441 3668 441 3675 443 3901 440.9 4044 442.8 4095 442.1 4378 447.7 4749 450.4 4775 450 5552 450.1 5553 451 5558 451.3 5560 450.1 6221 450.1 6224 450.1 6267 446.1 6330 444.6 6509 445.1 6581 445.8 6710 445.6 6853 445.5 6861 445.8 6901 445.1 7131 443.5 7511 443.5 7532 443.5 7566 446.5 7601 446 7621 446.5 7668 446.7 7680 447.5 7692 446.7 7717 446.5 7744 447 7805 446 7931 444 7978 441 8047 440 8150 438 8188 437 8245 436 8326 435 8340 434.5 8362 434.9 8390 433 8415 432 8458 431.8 8496 432 8523 433 8566 440 8774 439.8 8913 436.9 8915 436.8 8923 433.8 8956 419 8964 416.8 8965 413.7 8992 410.7 9007 410.2 9021 410.2 9031 415.6 9041 416.8 9047 419.1 9102 441.7 9181 448.1 9318 446 9458 446.8 9615 445.5 9628 443.2 9877 444.3 10702 444.3 10849 444.4 11046 449.2 11143 449.2 11152 448.2 11267 444.4 11463 443.5 11704 443.3 12550 442.8 12635 444.4 Manning's n Values num= 8 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1483 .07 2755 .045 3901 .14 6330 .055 8415 .035 8496 .12 8915 .05 9102 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 8915 9102 49 49 49 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1483 8915 436.8 9102 12635 441.7 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 1483 8050 465 9181 12635 465 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 93141 INPUT Description: 93141 Station Elevation Data num= 97 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1483 444.4 1520 445.6 1520 460 1730 460 1730 444.4 1900 444.8 1900 460 2520 460 2520 442.5 2521 442.5 2623 442.1 2755 445 2793 441 3143 441 3159 444.1 3178 444.1 3197 441 3668 441 3675 443 3901 440.9 4044 442.8 4095 442.1 4252 447.4 4775 450 5552 450.1 5553 451 5558 451.3 5560 450.1 6221 450.1 6224 450.1 6267 446.1 6330 444.6 6509 445.1 6581 445.8 6658 446 6710 445.6 6853 445.5 6861 445.8 6901 445.1 7047 444.4 7131 443.5 7292 443.6. 7511 443.5 7532 443.5 7566 446.5 7601 446 7621 446.5 7668 446.7 7680 447.5 7692 446.7 7717 446.5 7744 447 7890 445 7931 444 7961 442 7978 441 8047 440 8150 438 8245 436 8326 435 8340 434.5 8362 434.9 8390 433 8415 432 8458 431.8 8496 432 8523 433 8566 440 8774 439.8 8913 436.9 8915 436.8 8923 433.8 8956 419 8964 416.8 8965 413.7 8992 410.7 9007 410.2 9021 410.2 9031 415.6 9041 416.8 9047 419.1 9102 441.7 9181 448.1 9318 446 9615 445.5 9628 443.2 9877 444.3 10849 444.4 11046 449.2 11143 449.2 11267 444.4 11463 443.5 11704 443.3 11726 444.5 12550 442.8 12633 444.4 12670 445 Manning's n Values num= 8 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1483 .07 2755 .045 3901 .14 6330 .055 8415 .035 8496 .12 .8915 .05 9102 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 8915 9102 760 790 740 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1483 8915 436.8 9102 12670 441.7 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev zzxxxxzxxzzxxxxxxxxxxxxxzzzzzzzxzxxxxxzzxzzzzzzz 1483 8050 465 9181 12670 465 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 92351 INPUT Description: 92351 Station Elevation Data num= 96 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev . xx * * * *xxxxxxxxxxxxx 1650 460 1910 460 1910 441.8 1916 441.8 2034 441.8 2100 443.6 2100 460 2500 460 2500 444 2634 443.8 2670 445.6 2800 444.5 2887 444.7 2940 445.6 2964 442.8 3003 441 3891 441 3936 441 3952 441 5000 441 5091 440.1 5100 447 5100 450 5300 460 6250 460 6450 450 6529 447.2 6659 444.4 6813 445.7 6852 446.4 6872 448.1 6981 448.5 7061 447.2 7075 445.1 7118 445.1 7137 445.7 7161 445.7 7211 444.8 7254 444.9 7340 444 7472 442 7529 440 7560 438 7563 436 7573 434 7585 433.4 7605 434 7625 440 7650 440.3 7660 440.9 7670 440.2 7695 439.9 7720 440 7730 439 7810 430 7834 424 8326 424 8350 430 8360 431 8388 433 8405 435 8421 436 8436 438 8460 440 8475 439.5 8502 438 8550 435 8555 434.2 8613 434.2 8656 425.5 8696 415.9 8700 413.7 8717 410.7 8727 410.2 8730 410.2 8736 415.9 8740 418.3 8752 423.3 8763 423 8780 427 8799 432.8 8824 433.4 8855 440.7 8990 445.2 9164 443.7 9270 444 9455 444.8 9629 441.2 9904 441 10532 442.2 10840 442.2 11091 447.6 11367 447.9 11706 440.9 12274 447.8 12820 446 Manning's n Values num= 10 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx * *xx * *xxxxxxxxxxxxxx 1650 .07 2887 .045 5100 .14 7650 .05 7810 .03 8350 .05 8550 .14 8613 .05 8799 .14 8855 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 8613 8799 820 821 820 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx *xxxxxxxxxxxxxxx 1650 8613 434.2 8799 12820 432.8 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx + *xxxxxx 1650 7600 465 9270 12820 465 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 91530 i I f INPUT Description: 91530 Station Elevation Data num= 99 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev xx++++ x+ xx++ x+++ xxxxx+ xxxxxxxxxx++++++++++++ x++++ xx + +x + +xxxxxxxxxxxxx+xxx + + + + + ++ 1748 446.8 1978 446 2190 445.3 2200 441.8 2227 441.7 2331 442.7 2405 442.6 2454 442.5 3059 442.5 3063 442.7 3101 442.3 3170 442.3 3177 443.8 3190 443.8 3267 445.3 3313 444.6 3367 441.7 3444 441.4 3586 442.6 3599 441.2 3844 441.2 3855 443.1 3891 441 3995 441 3997 441.6 4024 441 5321 441 5390 440.5 5400 450 5600 460 6550 460 6750 450 6809 436.5 6855 435.1 6870 435.1 6908 432.6 6927 432.3 6939 432.5 6969 430.6 7134 430.6 7155 431.2 7234 431.6 7240 431.6 7252 430 7276 424 7896 424 7920 430 7940 432 8024 437 8120 439 8210 445 8260 444 8340 443 8420 442 8470 442 8535 441 8560 441 8626 430 8650 424 8808 424 8832 430 8846 431 8854 432 8870 432.5 8886 432 8890 431 8920 432 8949 420.4 8966 415.8 8967 412.7 8994 410.7 9009 410.2 9023 410.2 9033 415.8 9034 424 9057 431.4 9145 439.8 9183 444.1 9200 445 9264 445.6 9365 442.2 9411 432 9655 432 9690 440.7 9706 446 9740 446 11220 446 11247 447.5 11301 446 12083 446 12192 447.3 12322 445.7 12390 440.8 12675 441.6 12785 440.4 12821 444.9 12846 440.9 12913 442.3 12940 444.1 Manning's n Values num= 11 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val xx++ xxxxxx++++++++ xx+++ xxxxxxxxxx+++++++++++ x++++ + *xx +x + + + + + +xxxxxxxxxxxxxxxxxxx 1748 .07 3190 .045 5321 .14 6855 .035 7252 .03 8260 .045 8626 .03 8832 .05 9145 .14 9200 .035 9740 .07 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 8920 9145 1000 998 1000 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev + xxx++++++ x++++ xxx + +xxxxx +x + + + + + + + + + + + + + + +x * *xxx 1748 8920 432 9145 12940 439.8 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev ++ xx+++ xxxxxx++++ +x + + + +xxxx + +xx + +xxxxxxxxxxxxx ++ 1748 7450 465 9706 12940 465 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 90532 INPUT Description: 90532 Station Elevation Data num= 99 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev + xx++ xxx+++++++ x+ x++++ xxxxx+ x+ xxxxxxxxxxx+ x+* x+++ + +x +xx + * + +x + *x + + + + * * + + + + + + + + + *+ 2300 440 2402 440 2407 440.5 2427 440.5 2439 438.6 2951 438.6 2977 439.1 3108 439.3 3122 444.3 3293 445.1 3340 443.6 3441 442.3 3504 442.1 3508 443.3 3582 442.4 3595 441 4784 441 4882 442.6 4939 440.1 4956 438.1 5000 438.2 5086 439.2 5180 438.8 5398 440.2 5445 439.8 5508 439.9 5605 441.7 5641 446.9 5778 446.9 5860 446.9 5860 452 6251 452 6312 460.1 6915 460.1 7068 453.9 7097 450.1 7172 433.3 7226 430.6 7260 430.6 7311 434.3 7369 434.2 7419 436.9 7468 435.9 7542 437.8 7880 441.5 7935 440.6 7956 441.3 8008 441.3 8065 440.2 8197 439.3 8457 439.2 8494 440.9 8533 439.1 8792 439.9 8996 441 9005 440.8 9028 440.9 9045 440.9 9070 440.8 9079 441 9085 440 9122 430 9146 424 9174 424 9198 430 9210 432 9220 435 9235 435.5 9250 435 9290 431 9296 430.2 9317 422.1 9327 415.6 9330 413.7 9342 411.6 9355 410 9365 409 9390 411 9395 415.8 9420 430.8 9468 442.1 9540 443 9604 445.3 9624 449.3 9679 441.9 9832 437.4 9839 437.4 9867 431 10123 431 10187 446.5 10772 450.4 10845 450.3 11149 452.1 11351 452.1 12014 447.6 12093 447.6 12360 447 12399 451.9 12500 451 Manning's n Values num= 10 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 2300 .075 3506 .045 4784 .14 5860 .045 9122 .03 9198 .045 9290 .05 9468 .14 9540 .035 10123 .07 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 9290 9468 650 838 950 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 2300 9290 431 9468 12500 442.1 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 2300 7530 465 10187 12500 465 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 89694 INPUT Description: 89694 Station Elevation Data num= 100 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 2620 440 2820 440 2820 437.2 2842 437.2 2850 439.1 2870 439.1 2896 437.7 2956 437.7 3006 436.9 3023 437.1 3132 437.2 3205 436.5 3356 436.5 3435 436 3471 435.9 3554 435.9 3567 436.9 3628 437.1 3807 440.2 3835 441.5 3915 443 3926 441 4025 441 4036 444 4049 443.7 4064 441 5200 441 5224 440 5860 440 6005 440 6052 439 6099 440.8 6198 440.4 6339 440.4 6374 440 6450 440.2 6450 452 6609 452 6624 460.1 7323 460.1 7328 460.1 7399 457 7470 450.1 7478 450.1 7513 446.7 7535 445.2 7579 440.3 7607 439.8 7638 439.3 7649 440 7966 434.8 8092 433.5 8136 432.6 8215 432.4 8334 433.3 8467 438.1 8488 437.5 8580 437 8630 439 8651 449 8690 440 8710 440.1 8795 440.1 6963 440 9036 438 9265 436 9295 435 9334 433 9390 434.1 9402 434.1 9426 426.9 9434 423.2 9443 415.7 9453 412.7 9471 408 9486 411.2 9493 414.2 9503 415.7 9509 420.1 9542 430.8 9579 440.5 9592 440.9 9688 440.5 9747 445.5 9799 441.1 9854 430 10169 430 10309 438.3 10337 437.7 10369 445.2 10714 447.4 10858 446.7 11187 446.5 11211 446.5 11290 447.1 11500 446.8 11594 447.2 11677 447 12094 447.5 12180 447.5 Manning's n Values num= 8 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 2620 .05 5860 .14 6609 .045 9390 .14 9402 .05 9579 .14 9592 .05 10369 .07 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 9402 9579 0 0 0 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 2620 9402 434.1 9579 12180 440.5 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 2620 7700 465 10369 12180 465 SUMMARY OF MANNING'S N VALUES River:Elm Fork * Reach * River Sta. * nl * n2 * n3 * n4 n5 * n6 n7 * n8 * n9 n10 * nll *ef3 * 107964 * .04* .12* .05* .1* .06* *ef3 * 106657 * .06* .05* .12* .06* *ef3 105936 * .06* .05* .12* .06* *ef3 * 105167 * .07* .1* .05* .12* .06* *ef3 * 102686 * .07* .1* .05* .045* .03* .07* *ef3 * 101428 * .07* .045* .1* .05* .1* .045* .03* .07* *ef3 * 99708 * .055* .05* .045* .03* .09* .07* *ef3 * 98884 * .05* .045* .1* .045* .03* .09* .07* *ef3 * 97919 * .07* .05* .1* .05* .1* .045* .1* .07* *ef3 * 97178 * .09* .12* .05* .045* .1* .05* .08* .07* *ef3 * 93940 * .07* .12* .07* .05* .06* *ef3 * 93359 * .07* .12* .045* .035* .05* .045* *ef3 * 93297 * .035* .03* .035* *ef3 * 93254.5 *Bridge * *ef3 * 93212 .045* .05* .045* *ef3 * 93197 * .07* .05* .12* .065* .045* .05* .05* *ef3 * 93196 * .07* .05* .12* .065* .045* .02* .05* *ef3 * 93191 .07* .05* .12* .065* .045* .02* .05* *ef3 93190 * .07* .045* .14* .055* .035* .12* .05* .045* *ef3 * 93141 * .07* .045* .14* .055* .035* .12* .05* .045* *ef3 * 92351 * .07* .045* .14* .05* .03* .05* .14* .05* .14* .04* *ef3 * 91530 * .07* .045* .14* .035* .03* .045* .03* .05* .14* .035* .07* *ef3 * 90532 * .075* .045* .14* .045* .03* .045* .05* .14* .035* .07* *ef3 + xxxxxxzzzx++ x+++ 89694 xxxxxxzzzzzzzzxxxx++++++ * .05* xx+ x+++ .14* xxxxxxxzzzxzzzzxxxxxx+ .045* .14* x++++ x+ xx+ .05* x++++++++ .14* x+ xxxxxxzzzzxzzzzzzzzzzxzzzzzzxzzzzzzzzx .05* .07* *zxxz *xxxxxx ** x+ z zx xz x++ SUMMARY OF xx++ xxxxz+ REACH LENGTHS zzxzxxxx+++++ xxxx+++ x+ xxxxxxxzzzzzzzxxxx + + + + + + +xxx + + + + + +xzxx River: Elm Fork * xx+++ xxxxx+++++++ xxxxxxxxxxxxxxxxxx +x + + + + +xx + + + + + +xxxxxx * * +xxxxx * Reach * River Sta. * Left * Channel * Right *++ x+++++ xxxxxxxxxx+++++ x++++++ xxxxxxx + *xxxxxxxxxxx + + + +xxxxx + + + ++ *ef3 107964 850* 1307* 800* *ef3 * 106657 * 850* 721* 560* *ef3 * 105936 * 870* 769* 770* *ef3 * 105167 1500* 2481* 1100* *ef3 102686 900* 1258* 600* *ef3 101428 * 930* 1720* 870* *ef3 * 99708 * 900* 824* 900* *ef3 * 98884 * 920* 965* 900* *ef3 97919 700* 741* 700* *ef3 * 97178 * 2200* 3238* 1350* *ef3 * 93940 * 650* 581* 460* *ef3 * 93359 62* 62* 62* *ef3 93297 * 85* 85* 85* *ef3 * 93254.5 *Bridge *ef3 93212 * 10* 15* 20* *ef3 * 93197 * 1* 1* 1* *ef3 93196 * 5* 5* 5* *ef3 * 93191 * 1* 1* 1* *ef3 * 93190 * 49* 49* 49* *ef3 * 93141 * 760* 790* 740* *ef3 * 92351 * 820* 821* 820* *ef3 * 91530 * 1000* 998* 1000* *ef3 * 90532 650* 838* 950* *ef3 + xxxx xxxxxxxxx++++ xx+++++ 89694 xxx+ xxxxxxxxx 0* * +xxxxxxxxxxx 0* + +x + + 0* + + +x + + + +x x+ + x+ xxxxxxxxxxxxxxxx++++++++++ xxx+++++++ xxxxxxxxx +xxxxxxxxxxxxxxxxxxxxxxxx + +xx+ SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: Elm Fork * Reach * River Sta. * Contr. * Expan. +++++++++++++++*++++++++ + + + + + + + + + + + + + + + * + + + + + * + * + + + + + ++ *ef3 * 107964 * .1* .3* *ef3 * 106657 *Crit W.S. .1* .3* *ef3 * 105936 * .1* .3* *ef3 * 105167 * .1* .3* *ef3 * 102686 (ft /s) .1* .3* *ef3 * 101428 * .1* .3* *ef3 408.00 99708 * .1* .3* *ef3 * 98884 6552.10 .1* .3* *ef3 * 91919 89694 .1* .3* *ef3 * 97178 * .1* .3* *ef3 * 93940 15644.51 .1* .3* *ef3 * ef3 + 93359 * .1* .3* *ef3 * 93297 * .1* .3* *ef3 * 93254.5 *Bridge * 2584.95 + * + *ef3 *_ef3 93212 90532 .1* .3* *ef3 * 93197 * .1* .3* *ef3 3.86 93196 4603.00 .1* .3* *ef3 * ef3 93191 * .1* .3* *ef3 * 93190 441.24 .1* .3* *ef3 * 93141 7536.54 .1* .3* *ef3 * ef3 + 92351 90532 .1* .3* *ef3 * 91530 * .1* .3* *ef3 3.89 90532 14220.44 .1* .3* *ef3 * 89694 * .1* .3* Profile Output Table - Standard Table 1 * Reach * River Sta * Q Total *Min Ch E1 *W.S. Elev *Crit W.S. *E.G. Elev *E.G. Slope * Vel Chnl *Flow Area *Top Width *Froude # Chl * * * (cfs) * (ft) * (ft) * (ft) * (ft) * (ft /ft) * (ft /s) * (sq ft) * (ft) * ef3 89694 * 17900.00 408.00 438.50 * 425.61 * 438.67 * 0.000493 * 4.04 * 6552.10 * 1959.21 * 0.18 * * ef3 89694 * 33200.00 * 408.00 441.04 * 431.59 * 441.13 * 0.000262 * 3.16 * 15644.51 * 2546.33 * 0.13 * * ef3 + * + 89694 * 43500.00 * + 408.00 * + 442.44 * 436.53 + * 442.53 + * 0.000262 * + + 3.32 * + 19236.12 * 2584.95 + * + 0.13 * + *_ef3 * 90532 17900.00 409.00 * 438.79 * 423.73 439.03 * 0.000396 * 3.86 * 4603.00 * 837.99 * 0.16 * * ef3 * 90532 * 33200.00 * 409.00 * 441.24 429.52 * 441.58 * 0.000706 * 5.42 * 7536.54 * 2301.14 * 0.22 * * ef3 + * + 90532 * + 43500.00 * + 409.00 * + 442.63 * 431.99 + * 442.80 + * 0.000341 * + + 3.89 * + 14220.44 * 2477.79 + * + 0.15 * + * ef3 91530 * 17900.00 * 410.20 * 439.07 * 424.11 * 439.10 * 0.000024 * 0.83 14700.26 * 1541.19 * 0.04 * • ef3 * 91530 * 33200.00 * 410.20 * 441.64 * 429.96 * 441.68 * 0.000038 * 1.14 * 20747.79 * 1702.37 * 0.05 * • ef3 + * + 91530 * + 43500.00 * + 410.20 * + 442.63 * 432.01 + * 442.89 + * 0.000050 * + + 1.37 * + 22905.10 * 1896.06 + * + 0.06 * + • ef3 * 92351 17900.00 * 410.20 * 439.09 * 427.40 * 439.12 * 0.000034 * 1.10 * 12679.31 * 1107.67 * 0.05 * • ef3 * 92351 * 33200.00 * 410.20 * 441.66 * 431.97 * 441.73 * 0.000066 * 1.69 * 15787.59 * 1283.72 * 0.07 * • ef3 + * + 92351 * + 43500.00 * + 410.20 * + 442.86 * 434.20 + * 442.96 * * 0.000089 * + + 2.04 * + 17350.60 * 1319.75 + * + 0.08 * + * ef3 * 93141 * 17900.00 * 410.20 * 439.14 * 423.86 * 439.38 * 0.000466 * 4.27 * 5324.64 * 759.67 * 0.18 i I i i I f I I I I I I I I I I I 6 I * ef3 * 93141 * 33200.00 * 410.20 * 441.75 * 428.92 * 442.17 * 0.000800 * 5.99 * 7879.39 * 1052.68 * 0.23 * ef3 * 93141 x x 43500.00 * 410.20 * * x 442.98 * x 431.60 * x 443.51 * * 0.000994 * x 6.94 * * 9176.98 * x 1067.78 * x 0.26 x x • ef3 * 93190 * 17900.00 * 410.20 * 439.17 * 423.85 * 439.40 * 0.000462 * 4.25 * 5352.88 * 762.33 * 0.17 * • ef3 * 93190 33200.00 * 410.20 * 441.80 * 428.90 * 442.21 * 0.000789 * 5.95 * 7936.64 * 1053.24 * 0.23 * • ef3 * 93190 x * x 43500.00 * 410.20 * x x 443.04 * x 431.60 * x 443.56 * x 0.000977 * x 6.89 * x 9247.99 * x 1068.50 * x 0.26 * x * • ef3 * 93191 * 17900.00 * 433.70 * 438.47 * 438.47 * 440.16 * 0.005915 * 14.40 * 2105.45 * 666.80 * 1.23 * • ef3 * 93191 33200.00 * 433.70 * 440.89 * 440.46 * 442.60 * 0.003561 * 15.12 * 3968.87 * 966.44 * 1.03 * • ef3 * 93191 x * x 43500.00 * 433.70 * x x 442.25 * x 441.44 * x 443.90 * * 0.002803 * x 15.18 * x 5317.44 * * 1000.00 * x 0.95 * x * • ef3 * 93196 * 17900.00 * 433.70 * 438.91 * 438.47 * 440.23 * 0.004096 * 12.81 * 2407.42 * 687.41 * 1.04 * • ef3 * 93196 * 33200.00 * 433.70 * 441.04 * 440.46 * 442.64 * 0.003254 * 14.66 * 4110.75 * 977.99 * 0.99 * • ef3 x * 93196 x * x 43500.00 * 433.70 * * x 442.31 * x 441.44 * x 443.92 * x 0.002712 * x 15.01 * x 5380.45 * x 1000.00 * x 0.93 * x • ef3 * 93197 * 17900.00 * 417.50 * 440.06 * 432.32 * 440.33 * 0.000829 * 4.89 * 4686.14 * 801.16 * 0.23 * • ef3 * 93197 * 33200.00 * 417.50 * 442.32 * 436.55 * 442.76 * 0.001191 * 6.45 * 6851.06 * 1000.00 * 0.28 * • ef3 x * 93197 x * x 43500.00 * 417.50 * x x 443.50 * x 438.50 * x 444.03 * x 0.001346 * x 7.17 * x 8034.56 * x 1000.00 * x 0.30 * x • ef3 * 93212 * 17900.00 * 417.50 * 440.03 * 431.82 * 440.36 * 0.000849 * 5.42 * 4566.05 * 750.33 * 0.23 * • ef3 * 93212 33200.00 * 417.50 * 442.29 * 436.75 * 442.79 * 0.001231 * 7.10 * 6621.36 * 1013.44 * 0.29 * • ef3 x * 93212 * x 43500.00 * 417.50 * x x 443.47 * x 439.19 * x 444.07 * x 0.001383 * x 7.84 * x 7827.60 * x 1019.37 * x 0.31 * x * ef3 x * 93254.5 * * x Bridge x x x x x x x x x x • ef3 * 93297 * 17900.00 * 417.50 * 440.04 * 431.82 * 440.44 * 0.000368 * 5.95 * 4573.71 * 750.98 * 0.26 * • ef3 * 93297 * 33200.00 * 417.50 * 442.30 * 436.75 * 442.93 * 0.000568 * 8.04 * 6631.60 * 1013.49 * 0.33 * • ef3 * * 93297 x * * 43500.00 * 417.50 * x x 443.49 * x 439.47 * x 444.24 * x 0.000654 * x 8.99 * x 7839.55 * x 1019.43 * x 0.35 * x • ef3 * 93359 * 17900.00 * 417.50 * 439.74 * 431.11 * 440.68 * 0.002173 * 7.76 * 2307.32 * 668.38 * 0.37 * • ef3 * 93359 * 33200.00 * 417.50 * 442.43 * 435.78 * 443.00 * 0.001489 * 7.01 * 5922.44 * 1039.98 * 0.31 * • ef3 x * 93359 x * x 43500.00 * 417.50 * x x 443.67 * x 438.18 * x 444.32 * x 0.001541 * x 7.50 * x 7235.27 * x 1060.34 * x 0.32 * x • ef3 * 93940 * 17900.00 * 417.30 * 441.13 * 431.06 * 441.59 * 0.001133 * 5.88 * 4751.17 * 1489.86 * 0.27 * • ef3 * 93940 * 33200.00 * 417.30 * 443.30 * 435.84 * 443.88 * 0.001469 * 7.33 * 8463.08 * 1836.72 * 0.31 * • ef3 x * 93940 x * * 43500.00 * 417.30 * x x 444.66 * x 441.64 * x 445.20 * x 0.001411 * x 7.56 * x 11215.89 * x 2220.00 * x 0.31 * x • ef3 * 97178 * 19800.00 * 416.50 * 444.48 * 437.36 * 444.77 * 0.001158 * 5.41 * 8750.55 * 5064.95 * 0.26 * • ef3 * 97178 * 34300.00 * 416.50 * 446.12 * 444.35 * 446.25 * 0.000718 * 4.58 * 20214.48 * 5250.00 * 0.21 * • ef3 x * 97178 x x 42900.00 * 416.50 * * x 447.07 * x 444.90 * x 447.18 * x 0.000600 * x 4.36 * x 25205.72 * x 5250.00 * x 0.19 * * • ef3 * 97919 * 19800.00 * 416.20 * 445.15 * 438.70 * 445.20 * 0.000373 * 2.95 * 17045.59 * 5512.48 * 0.14 * • ef3 * 97919 34300.00 * 416.20 * 446.56 * 443.90 * 446.61 * 0.000378 * 3.18 * 25627.91 * 7952.75 * 0.15 * • ef3 x * 97919 x * x 42900.00 * 416.20 * * x 447.44 * x 443.92 * x 447.48 * x 0.000325 * x 3.07 * x 33162.39 * x 9125.75 * x 0.14 * x • ef3 * 98884 * 19800.00 * 416.90 * 445.39 * 438.27 * 445.43 * 0.000195 * 2.71 * 18370.81 * 6277.34 * 0.12 * • ef3 * 98884 * 34300.00 * 416.90 * 446.81 * 444.10 * 446.85 * 0.000199 * 2.90 * 27446.17 * 6499.77 * 0.12 * • ef3 x * 98884 x * x 42900.00 * 416.90 * x x 447.66 * x 444.12 * x 447.70 * x 0.000183 * * 2.88 * x 33011.64 * x 6627.43 * x 0.12 * x • ef3 * 99708 19800.00 * 417.60 * 445.55 * 436.06 * 445.59 * 0.000162 * 2.34 * 17603.74 * 6636.03 * 0.10 * • ef3 * 99708 * 34300.00 * 417.60 * 446.97 * 440.88 * 447.01 * 0.000159 * 2.45 * 27360.74 * 7248.68 * 0.10 * • 2f3 * 99708 * 42900.00 * 417.60 * 447.81 * 444.10 * 447.84 * 0.000145 * 2.41 * 33607.97 * 7704.08 * 0.10 * x x * x z x Head x x x *C & x x * Q Left z x * • ef3 * 101428 * 19800.00 * 418.90 * 445.73 * 438.35 * 445.75 * 0.000139 * 1.97 * 17277.97 * 5466.12 * 0.09 * • ef3 * 101428 * 34300.00 * 418.90 * 447.13 * 443.64 * 447.16 * 0.000143 * 2.13 * 26460.52 * 7057.67 * 0.10 * • ef3 x * x 101428 x 42900.00 * x 418.90 * x 447.95 * 443.92 x * 447.98 * x x 0.000132 * 2.12 * x x 32304.51 * 7301.67 * x x 0.09 * x • ef3 * 102686 * 19800.00 * 419.80 * 445.83 * 438.26 * 445.85 * 0.000126 * 1.65 * 17377.02 * 5814.42 * 0.09 * • ef3 * 102686 * 34300.00 * 419.80 * 447.23 * 444.01 * 447.26 * 0.000128 * 1.80 * 26240.58 * 6489.96 * 0.09 * • ef3 x * x 102686 * x 42900.00 * x 419.80 * x 448.03 * 444.01 x * 448.07 * x x 0.000120 * 1.81 * x x 31534.77 * 6843.29 * x x 0.09 * x • ef3 * 105167 * 14600.00 * 419.00 * 446.30 * 436.91 * 446.45 * 0.000594 * 4.25 * 9253.61 * 4580.37 * 0.19 * • ef3 * 105167 * 25500.00 * 419.00 * 447.69 * 445.40 * 447.81 * 0.000606 * 4.53 * 15935.60 * 5039.10 * 0.19 * • ef3 z * x 105167 x 31600.00 * x 419.00 * x 448.45 * 445.79 x * 448.55 * z x 0.000548 * 4.43 * x x 19861.67 * 5255.84 * * x 0.16 * x • ef3 * 105936 * 14600.00 * 418.75 * 446.73 * 435.35 * 446.86 * 0.000478 * 3.79 * 10060.97 * 5108.65 * 0.17 * • ef3 * 105936 * 25500.00 * 418.75 * 448.06 * 440.21 * 448.12 * 0.000292 * 3.13 * 19883.03 * 5609.47 * 0.14 * • ef3 x * x 105936 * x 31600.00 * x 418.75 * x 448.79 * 442.24 x * 448.85 * x x 0.000286 * 3.19 * z x 24006.11 * 5727.22 * x x 0.14 * x • ef3 * 106657 * 14600.00 * 420.20 * 447.03 * 435.33 * 447.11 * 0.000284 * 3.01 * 10016.97 * 4293.89 * 0.13 * • ef3 * 106657 0.06 25500.00 * 420.20 * 448.26 * 440.52 * 448.37 * 0.000394 * 3.73 * 16318.74 * 5561.45 * 0.16 * • ef3 z * x 106657 * x 31600.00 * x 420.20 * z 448.98 * 441.75 x * 449.08 * x x 0.000384 * 3.78 * x x 20393.68 * 5700.01 * x x 0.16 * x • ef3 * 107964 * 14600.00 * 422.71 * 447.23 * 437.46 * 447.28 * 0.000112 * 1.28 * 11820.44 * 3697.54 * 0.08 * • ef3 * 107964 * 25500.00 * 422.71 * 448.55 * 443.37 * 448.62 * 0.000187 * 1.82 * 17137.67 * 4211.34 * 0.10 * • ef3 xxxxxxxxxzx: * 107964 xxxxxxxxxxxxxzzzxzxxzzxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxzxxxxxxzxxxxxxxxzxxxxxxxxxxxxxxxxzxxxxxxxxxxxxxxxxxxxxxxxxzzxxzxxxxxxxxxxxzxxxzxxx 439.40 31600.00 * 422.71 * 449.26 * 446.00 * 449.34 * 0.000210 * 2.02 * 20151.63 * 4218.30 * 0.11 * Profile Output Table - Standard Table 2 xxxxxx x xxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx * Reach * River Sta * E.G. Elev *W.S. Elev * Vel Head *Frctn Loss *C & E Loss * Q Left * Q Channel * Q Right * Top Width * * * xxxxxxxxxxxxxxxxzzxxxxxxxxxxxxxxxxxxxxxxxxxzxxxxxxxxxxxxxzxzxzxxxzxzxxxxzzxzxxxzzxxxxzxxxxxxxxxxxxxxxxzxxxxxzxxxxxxxxxxxzzxxzxxzxxxz * * (ft) * (ft) * (ft) * (ft) * (ft) * (cfs) * (cfs) * (cfs) * (ft) * * ef3 * 89694 * 438.67 * 438.50 * 0.17 * * * 6896.62 * 11003.39 * * 1959.21 * * ef3 * 89694 * 441.13 * 441.04 * 0.09 * * * 12666.24 * 10007.95 * 10525.81 * 2546.33 * * ef3 x 89694 x x 442.53 * 442.44 x * x 0.09 * x * x * 18767.04 x 11345.45 x * 13387.51 x * 2584.95 * x x * ef3 90532 439.03 438.79 * 0.23 * 0.34 * 0.02 * 6558.96 * 11341.04 * * 837.99 * * ef3 * 90532 * 441.58 * 441.24 * 0.34 * 0.38 * 0.08 * 15059.59 * 18140.41 * * 2301.14 * * ef3 x * 90532 x * * 442.80 * 442.63 z * x 0.17 * x 0.24 * + 0.02 * 15605.07 x * 13995.01 x * 13899.93 x * 2477.79 * x x * ef3 91530 * 439.10 * 439.07 * 0.02 * 0.05 * 0.02 * 15258.98 * 2641.02 * * 1541.19 * * ef3 * 91530 * 441.68 * 441.64 * 0.04 * 0.07 * 0.03 * 25818.57 * 4293.66 * 3087.77 * 1702.37 * * ef3 x * 91530 x * x 442.89 * 442.83 x * x 0.06 * x 0.09 * x 0.01 * 33596.46 x * 5527.53 + * 4376.01 x * 1896.06 * x x • ef3 * 92351 * 439.12 * 439.09 * 0.03 * 0.02 * 0.00 * 14444.06 * 3417.16 * 38.78 * 1107.67 * • ef3 * 92351 * 441.73 * 441.66 * 0.07 * 0.04 * 0.01 * 27025.95 * 6060.92 * 113.13 * 1283.72 * • ef3 x * 92351 x x 442.96 442.86 x * x 0.11 * x 0.06 * x 0.01 * 35524.05 x * 7781.60 x * 194.36 x 1319.75 * x x • ef3 * 93141 * 439.38 * 439.14 * 0.24 * 0.19 * 0.06 * 3744.68 * 14155.32 * * 759.67 * • ef3 * 93141 * 442.17 * 441.75 * 0.41 * 0.33 * 0.10 * 10470.69 * 22729.31 * 0.00 * 1052.68 * • ef3 x * 93141 x x 443.51 442.98 x * x 0.53 * x 0.42 * x 0.13 * 15562.04 x * 27930.18 x * 7.78 x * 1067.78 * x x * ef3 * 93190 * 439.40 * 439.17 * 0.23 * 0.02 * 0.00 * 3779.07 * 14120.93 * * 762.33 * ef3 * 93190 * 442.21 * 441.80 * 0.41 * 0.04 * 0.00 * 10553.47 * 22646.53 * 0.01 * 1053.24 * ef3 * * 93190 * + 443.56 * 443.04 * 0.52 + * 0.05 + * 0.00 * + * 15674.96 * + 27816.36 * + 8.68 * + 1068.50 + • ef3 * 93191 * 440.16 * 438.47 * 1.69 * 0.00 * 0.44 * 10667.80 * 7051.84 * 180.35 * 666.80 * • ef3 * 93191 * 442.60 * 440.89 * 1.71 * 0.00 * 0.39 * 20153.18 * 11653.73 * 1393.08 * 966.44 * • ef3 * 93191 + * + 443.90 * * 442.25 * 1.66 + * 0.00 + * 0.34 * + + 27125.93 * * 14089.09 * + 2284.98 * * 1000.00 * + * • ef3 * 93196 * 440.23 * 438.91 * 1.32 * 0.02 * 0.04 * 10660.91 * 6934.57 * 304.52 * 687.41 * • ef3 * 93196 * 442.64 * 441.04 * 1.60 * 0.02 * 0.01 * 20211.36 * 11551.43 * 1437.22 * 977.99 * • ef3 * 93196 + * 443.92 * 442.31 * 1.62 + * 0.01 * * 0.00 * * * 27157.64 * + 14039.98 * + 2302.38 * * 1000.00 * + + • ef3 * 93197 * 440.33 * 440.06 * 0.28 * 0.00 * 0.10 * 6840.39 * 10898.13 * 161.49 * 801.16 * • ef3 * 93197 * 442.76 * 442.32 * 0.44 * 0.00 * 0.12 * 15980.84 * 16607.10 * 612.06 * 1000.00 * • ef3 * * 93197 + * + 444.03 * * 443.50 * 0.54 + * 0.00 + * 0.11 * * + 22762.54 * + 19769.65 * * 967.82 * + 1000.00 * + • ef3 * 93212 * 440.36 * 440.03 * 0.32 * 0.01 * 0.01 * 6632.30 * 10815.02 * 452.67 * 750.33 * • ef3 * 93212 * 442.79 * 442.29 * 0.50 * 0.02 * 0.02 * 15738.99 * 16098.97 * 1362.04 * 1013.44 * • ef3 + * 93212 + * + 444.07 * * 443.47 * 0.60 + * 0.02 + * 0.02 * + * 22579.95 * * 18882.91 * + 2037.14 * + 1019.37 * + * ef3 + 93254.5 * * * Bridge * + * + + + + * + • ef3 * 93297 440.44 * 440.04 * 0.39 * 0.00 * 0.00 * 5634.06 * 11880.67 * 385.27 * 750.98 * • ef3 * 93297 * 442.93 * 442.30 * 0.63 * 0.00 * 0.00 * 13775.65 * 18231.65 * 1192.70 * 1013.49 * • ef3 * * 93297 + * + 444.24 * * 443.49 * 0.75 + * 0.00 + * 0.00 * + * 20024.53 * * 21668.31 * + 1807.15 * + 1019.43 * + • ef3 93359 * 440.68 * 439.74 * 0.93 * 0.08 * 0.16 * * 17900.00 * * 668.38 * • ef3 93359 * 443.00 * 442.43 * 0.57 * 0.06 * 0.01 * 13410.88 * 19440.22 * 348.90 * 1039.98 * • ef3 + * 93359 + * + 444.32 * * 443.67 * 0.64 + * 0.07 + * 0.01 * + + 20224.03 * + 22430.19 * + 845.79 * + 1060.34 * * • ef3 * 93940 * 441.59 * 441.13 * 0.46 * 0.86 * 0.05 * 1192.89 * 15282.16 * 1424.95 * 1489.86 * • ef3 93940 443.88 * 443.30 * 0.57 * 0.88 * 0.00 * 6317.25 * 21850.48 * 5032.27 * 1836.72 * • ef3 + * 93940 + * * 445.20 + 444.66 * 0.54 + * 0.87 * * 0.01 * + + 10980.63 * * 24334.90 * * 8184.48 * * 2220.00 * + • ef3 * 97178 * 444.77 * 444.48 * 0.29 * 3.16 * 0.02 * * 12120.24 * 7679.76 * 5064.95 * • ef3 * 97178 446.25 * 446.12 * 0.13 * 2.33 * 0.04 * 4239.20 * 11534.39 * 18526.41 * 5250.00 * • ef3 + * 97178 + * + 447.18 * * 447.07 * 0.10 + * 1.93 + * 0.04 * + 5389.57 * + 11684.47 * + 25825.96 * + 5250.00 * + • ef3 * 97919 * 445.20 * 445.15 * 0.05 * 0.41 * 0.02 * 4092.79 * 5567.20 * 10140.00 * 5512.48 * • ef3 97919 * 446.61 * 446.56 * 0.05 * 0.35 * 0.01 * 8534.40 * 6676.54 * 19089.06 * 7952.75 * • ef3 + 97919 * * + 447.48 * + 447.44 * 0.04 + * 0.30 * * 0.01 * * * 11863.90 * * 6833.99 * * 24202.11 * + 9125.75 * + • ef3 * 98884 * 445.43 * 445.39 * 0.04 * 0.24 * 0.00 * 3487.80 * 5556.39 * 10755.81 * 6277.34 * • ef3 98884 * 446.85 * 446.81 * 0.04 * 0.24 * 0.00 * 7075.91 * 6494.37 * 20729.71 * 6499.77 * • ef3 + * 98884 + * * 447.70 * * 447.66 * 0.04 + * 0.21 + * 0.00 * + + 9295.19 * + 6763.52 * + 26841.29 * * 6627.43 * + • ef3 * 99708 * 445.59 * 445.55 * 0.03 * 0.16 * 0.00 * 1455.90 * 5534.15 * 12809.95 * 6636.03 * • ef3 * 99708 * 447.01 * 446.97 * 0.03 * 0.16 * 0.00 * 3763.44 * 6305.62 * 24230.94 * 7248.68 * • ef3 * 99706 * 447.84 * 447.81 * 0.03 * 0.14 * 0.00 * 5348.99 * 6487.70 * 31063.31 * 7704.08 * • ef3 * 101428 445.75 * 445.73 * 0.03 * 0.16 * 0.00 * 52.13 * 4188.13 * 15559.74 * 5466.12 * • ef3 * 101428 * 447.16 * 447.13 * 0.03 * 0.15 * 0.00 * 613.53 * 4963.90 * 28722.58 * 7057.67 * • ef3 * 101428 447.98 * 447.95 * 0.03 * 0.14 * 0.00 * 1333.81 * 5191.03 * 36375.16 * 7301.67 * I I i f 1 t i i i i i i i i i i t f I * + + + * + * + + + + * * ef3 * 102686 * 445.85 * 445.83 * 0.02 * 0.10 * 0.00 * 405.10 * 3969.13 * 15425.76 * 5814.42 * * ef3 * 102686 * 447.26 * 447.23 * 0.03 * 0.09 * 0.00 * 1078.20 * 4861.06 * 28360.73 * 6489.96 * * + ef3 * 102686 * * + 448.07 * * 448.03 * 0.03 * * * 0.09 * * 0.00 * + 1527.98 * + 5203.07 * 36168.95 * + * 6843.29 * * • ef3 * 105167 * 446.45 * 446.30 * 0.15 * 0.56 * 0.04 * 972.71 * 7259.98 * 6367.31 * 4580.37 * • ef3 * 105167 * 447.81 * 447.69 * 0.12 * 0.52 * 0.03 * 1836.82 * 8408.82 * 15254.37 * 5039.10 * • ef3 * 105167 448.55 * 448.45 * 0.10 * 0.46 * 0.02 * 2326.42 * 8584.20 * 20689.38 * 5255.84 * • ef3 * 105936 446.86 * 446.73 * 0.13 * 0.41 * 0.00 * * 8532.43 * 6067.57 * 5108.65 * • ef3 * 105936 * 448.12 * 448.06 * 0.06 * 0.31 * 0.01 * 6042.43 * 7669.41 * 11788.16 * 5609.47 * • ef3 * 105936 448.85 * 448.79 * 0.06 * 0.29 * 0.00 * 6729.40 * 8158.74 * 16711.86 * 5727.22 * • ef3 * 106657 447.11 * 447.03 * 0.08 * 0.24 * 0.01 * 4091.20 * 7052.12 * 3456.69 * 4293.89 * • ef3 * 106657 * 448.37 * 448.26 * 0.10 * 0.23 * 0.01 * 5937.82 * 9419.44 * 10142.74 * 5561.45 * • ef3 * 106657 * 449.08 * 448.98 * 0.10 * 0.22 * 0.01 * 6546.88 * 9962.74 * 15090.38 * 5700.01 * • ef3 * 107964 * 447.28 * 447.23 * 0.04 * 0.16 * 0.00 * 9385.63 * 3080.48 * 2133.89 * 3697.54 * • ef3 * 107964 * 448.62 * 448.55 * 0.07 * 0.24 * 0.00 * 14726.93 * 5049.70 * 5723.38 * 4211.34 * • ef3 * 107964 449.34 * 449.26 * 0.08 * 0.26 * 0.00 * 17269.66 * 6011.87 * 8318.47 * 4218.30 * Elm Fork of Trinity 500 -Year HEC -RAS HEC -RAS September 1998 Version 2.2 U.S. Army Corp of Engineers Hydrologic Engineering Center 609 Second Street, Suite D Davis, California 95616 -4687 (916) 756 -1104 X X XXXXXX XXXX XXXX XX XXXX X X X X X X X X X X X X X X X X X X X XXXXXXX XXXX X XXX XXXX XXXXXX XXXX X X X X X X X X X X X X X X X X X X X X X XXXXXX XXXX X X X X XXXXX PROJECT DATA Project Title: Elm Fork ef3 Reduced Project File : EFef3R.prj Run Date and Time: 10/17/00 9:26:34 AM Project in English units Project Description: Elm Fork of the Trinity River reach ef3. This model reduced by NDM /BWH to include sections in the ef3 reach only. Please note that the 500 -year flow is only to be used with the 500 -year geometry file and the 10 -year through 100 -year flow file is only to be used with the 10 -year through 100 -year geometry file. PLAN DATA Plan Title: 500 Year Base Flood Plan Plan File : j: \Jobs \98102 \A \HH \RAS \EFef3R.p02 Geometry Title: 500 Year Geometry Geometry File j: \Jobs \98102 \A \HH \RAS \EFef3R.g02 Flow Title Base Flood Discharge; 500 yr Flow File j: \Jobs \98102 \A \HH \RAS \EFef3R.f02 Plan Summary Information: Number of: Cross Sections = 23 Mulitple Openings = 0 Culverts = 0 Inline Weirs = 0 Bridges = 1 Computational Information Water surface calculation tolerance = 0.01 Critical depth calculaton tolerance = 0.01 Maximum number of interations = 20 Maximum difference tolerance = 0.3 Flow tolerance factor = 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: Between every coordinate point (HEC2 Style) Friction Slope Method: Program Selects Appropriate method Computational Flow Regime: Subcritical Flow FLOW DATA Flow Title: Base Flood Discharge; 500 yr Flow File : j: \Jobs \98102 \A \HH \RAS \EFef Flow Data (cfs) • River Reach RS * 500 YR * • Elm Fork ef3 107964 * 57000 * • Elm Fork ef3 102686 * 66500 * • Elm Fork ef3 93940 * 70700 * • Elm Fork ef3 89694 70700 * Boundary Conditions * River Reach Profile * Upstream Downstream * Elm Fork ef3 500 YR Known WS = 450.81 Known WS = 445.16 Internal Rating Curve River :Main Stem Reach :ms Riv Sta:95404 * Flow * Elev * (cfs)* (ft)* * 201400 * 417.46 GEOMETRY DATA Geometry Title: 500 Year Geometry Geometry File : j: \Jobs \98102 \A \HH \RAS \EFef3R.g CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 107964 INPUT Description: 107964 Station Elevation Data num= 39 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev +++++++++++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ ++ 1040 456 1082 435 1420 435 1480 446 1610 447.5 1680 448 1819.3 446 1830.9 444 1842.9 442 1880 436 1885 434.7 1886 431.7 1903 424.7 1925 422.71 1943 422.71 1951.5 436 1955.1 438 1958.3 440 1972.4 442 2014.8 444 2100 446 2800 447 3149.4 448 3186.9 448 3250 447 3853.4 446 3948.5 442 4025.1 442 4138.9 442 4143.8 442 4161.9 446 4200 447 4473.9 446 4939.7 444 4992.9 444 5210.4 444 5231.1 444 5308.4 454 5320.3 456 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1040 .04 1610 .12 1819.3 .05 2100 .1 3948.5 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1819.3 2100 850 1307 800 .1 .3 Ineffective Flow num- 2 Sta L Sta R Elev Sta L Sta R Elev 1040 1819.3 446 2100 5320.3 446 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 106657 INPUT Description: 106657 Station Elevation Data num= 97 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 990 458 990 444 1003 439.7 1026 439.4 1038 436.3 1103 436.9 1139 436 1169 436.2 1193 440.7 1225 441.2 1241 441 1248 439.9 1260 434.7 1261 431.7 1279 424.7 1300 420.2 1317 420.2 1336 433.2 1344 434 1354 437.1 1360 439.5 1390 441.6 1417 446.9 1489 447.7 1539 447.3 1590 446.5 1639 446.4 1783 445.5 1854 446.3 1943 446.3 1995 445.1 2070 446.1 2142 446.1 2359 447.1 2438 448 2511 447.7 2541 446 2627 446.1 2651 447 2717 447.2 2779 446 2882 446 2892 447.3 2950 448.4 3022 448.6 3093 447.9 3238 447.9 3488 446.8 3563 447.3 3733 447.2 3791 446.7 3913 447 3938 446.3 4022 446.9 4029 446 4119 446 4126 446.7 4190 446.7 4252 443.9 4269 446.4 4367 444.9 4387 445.9 4445 445.7 4471 446.4 4525 445.7 4543 444.9 4649 445.7 4752 445.2 4802 445.1 4871 445.7 5068 445.2 5151 443.9 5277 443.3 5299 443.5 5348 443.1 5380 442.3 5429 443.7 5494 444.2 5514 443.6 5578 444.4 5892 444.9 5928 445.7 6015 446 6078 447.5 6110 450.5 6133 450.6 6161 445.7 6292 445.6 6325 446.2 6381 447 6471 446.7 6597 447.4 6681 447.2 6692 448.7 6716 447.6 6737 447.9 6750 458 Manning's n Values num= 4 Sta n Val Sta n Val Sta n Val Sta n Val 990 .06 1241 .05 1390 .12 2142 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1241 1390 850 721 560 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 990 1241 441 1390 6750 441.6 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 105936 INPUT Description: 105936 Station Elevation Data num= 99 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 457.9 1038 456.7 1050 453.5 1520 453.5 1570 437 1790 437 1810 442 1850 442 1864 446.7 1876 446.8 1890 438.6 1892 437.6 1897 434.2 1902 431.8 1922 419.8 1933 418.75 1955 424.8 1983 434.3 1993 437.7 2003 439.9 2008 440.1 2014 441 2025 443.8 2125 445 2242 446.9 2303 447.2 2375 446.2 2455 444.7 2493 443.6 2541 445.3 2558 445.3 2592 445.8 2636 445.7 2677 445.3 2608 445.3 2879 444.9 2966 445 3050 445 3225 445.2 3299 445.1 3343 445.1 3421 445.4 3483 445.4 3617 445.2 3687 445.3 3774 444.9 3842 444.8 4045 445 4117 444.7 4189 445 4380 444.8 4524 445.4 4602 445.1 4754 445.6 4820 445.4 4964 445.3 5036 445 5105 445.2 5393 445 5470 444.4 5618 444.4 5627 443.9 5697 443 5716 443.7 5738 443.5 5785 444.1 5800 444.1 5805 443.9 5812 442 5898 442 5900 442.7 5971 444.3 6106 445 6169 445.5 6392 445.4 6677 446.5 6720 447.4 6764 447.6 6864 446.4 6884 446.3 6912 446.7 6921 447.2 6954 451.5 6979 451.1 7008 447.9 7014 447 7049 447.4 7065 447.2 7112 447.7 7139 447.5 7174 447.7 7444 449.6 7503 449.8 7522 449.7 7579 450.5 7634 450.7 7661 451.4 7798 450.6 8050 451.5 Manning's n Values num= 4 Sta n Val Sta n Val Sta n Val Sta n Val 1000 .06 1876 .05 2025 .12 2966 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1876 2025 870 769 770 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 1876 446.8 2025 8050 443.8 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 105167 INPUT Description: 105167 Station Elevation Data num= 100 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 453.2 1043 451.3 1150 450.7 1178 450.4 1478 451.4 1626 451.1 1742 450 1784 450 1909 449.2 2032 449.4 2215 448.6 2244 448.7 2374 446.6 2434 444.9 2549 444.6 2583 442.7 2641 442.2 2659 442.4 2691 440.5 2712 440.8 2720 434.7 2725 434.4 2732 431.8 2740 419.7 2756 419 2771 424.7 2793 434.3 2801 440.8 2818 441.5 2838 444.5 2944 442.3 3004 446.6 3070 447.1 3096 446.3 3152 445.6 3286 445.6 3431 446.1 3506 446.1 3650 445.6 3721 445 3796 445.4 3868 445.3 4140 445.6 4289 445.6 4361 445 4393 445.3 4422 445.2 4525 445.2 4589 445.2 4606 445.3 4619 445.1 4751 445.5 4806 445.5 4878 445.4 5037 446.1 5074 445.9 5125 446.3 5141 444.7 5209 443.7 5246 443.8 5385 444.9 5435 444.8 5488 444.1 5489 443.2 6253 443.3 6329 443.2 6397 443.4 6547 443.8 6667 443.1 6797 445 6829 445.5 6863 445.5 6943 445.7 7138 446.7 7159 446.6 7253 447.3 7296 447.3 7373 447.9 7470 448 7493 447.9 7563 449.6 7634 .449.7 7707 449.2 7795 451.4 7941 449.8 8007 450.5 8169 450.4 8204 450.9 8230 450.6 8283 450.8 8333 451.8 8385 452.1 8706 452.6 8718 451.3 8758 451.6 8773 451.7 9032 451 9089 451.8 9225 450.2 9250 450.2 manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1000 .07 2691 .1 2712 .05 2818 .12 4140 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2712 2818 1500 2481 1100 .1 .3 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 102686 INPUT Description: 102686 Station Elevation Data num= 82 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1008.4 454 1069 452 1084.8 450 1104.3 448 1112.8 448 1135.5 448 1322.3 448 1467.2 450 1517.4 450 1589 448 1637.1 446 1678.5 444 2234.4 444 2314.8 444 2321.9 442 2328.9 440 2332.9 438 2336.1 436 2340 434.8 2342 432.8 2374 424.3 2392 419.8 2407 423.8 2424 432.8 2445.6 436 2451.2 438 2469.4 440 2476.8 442 2524.8 444 2579.2 444 2594 444 2628.2 444 2638.2 444 3053.9 444 3501.9 444 3836.4 446 3861.5 446 4186 446 4232.5 446 4236.8 444 4241.3 442 6277.8 442 6281.1 444 6322.8 446 6331.4 448 6338.7 450 6347.4 450 6350.8 448 6354.3 446 6357.8 444 6361.1 442 6478.4 442 6514 442 6962.2 442 7029.5 442 7037.1 442 7116.5 444 7127.8 444 7140.6 444 7154.6 446 7162.1 448 7196.1 450 7435.4 452 7510.6 452 7589.2 450 7680.1 448 7701.6 446 7707.4 444 7772.8 444 7805.7 444 8018.6 444 8507.2 446 8741.1 448 8986.7 450 8997.9 450 9447.4 450 9518 450 9804.8 450 9931.2 450 10073 450 10128 452 10206 454 Manning's n Values num- 6 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1008.4 .07 2234.4 .1 2314.8 .05 2524.8 .045 3861.5 .03 6962.2 .07 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2314.8 2524.8 900 1258 600 .1 .3 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 101428 INPUT Description: 101428 Station Elevation Data num= 99 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 453.6 1042 452 1048 450.3 2156 450.3 2158 449.8 2200 448 2400 448 2900 448 3150 446 3980 445.9 4063 445.5 4111 440 4148 439.4 4157 435.1 4158 434.8 4160 432.8 4191 424.8 4209 418.9 4224 423.8 4241 432.8 4247 435.1 4254 438.5 4261 442.2 4280 442.3 4299 442.7 4354 442.8 4387 442.6 4571 442.8 4601 444 4714 444.4 4760 444.3 4765 444.1 4922 444 4971 445 5049 445.2 5103 444.4 5130 446.1 5148 445.1 5184 444.7 5189 442 5689 442 5693 443.8 5734 445.7 5760 444.8 5777 443.9 5783 444.1 5793 442 7530 442 7551 444.6 7594 443.5 7772 442.5 7868 442.2 7903 441.6 7962 441.4 8009 441.9 8222 442.8 8363 442.8 8456 443.2 6558 442.7 8697 443.3 8770 443.3 8813 443.2 8839 443 8899 444.2 8935 444.6 8964 444.5 8982 444.2 9104 444.2 9262 443.7 9433 445.6 9591 446.8 9752 446.9 9797 447.2 9840 446.2 9925 445.8 9955 445.8 9996 445.1 10011 446.2 10077 447 10086 447.5 10151 447.8 10203 447.8 10210 448 10282 448.3 10422 450 10438 450 10487 450.6 10522 450.5 10564 449.8 10772 450 10782 450.2 10813 451.2 10868 451 10958 456.3 11116 455.9 11190 457.4 11231 458.5 11331 461.8 11359 462.2 Manning's n Values num= 8 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1000 .07 2400 .045 4063 .1 4111 .05 4261 .1 4387 .045 5189 .03 7772 .07 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 4111 4261 930 1720 870 .1 .3 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 99708 INPUT Description: 99708 Station Elevation Data num= 100 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 452.9 1040 452.7 1070 450.8 1072 450 2050 450 2400 446 2762 443.7 2829 442.3 2912 442 2978 442.8 3113 443.8 3533 443.9 3603 443.3 3676 443.1 3698 443.5 3766 444.1 3989 445.4 4071 445.2 4099 442.1 4102 441.5 4121 432.7 4153 424.2 4182 417.6 4200 423.5 4214 432.7 4233 438.8 4244 442.8 4280 443.1 4308 442.9 4346 444.5 4372 444.8 4457 444.4 4545 444.2 4838 444.3 4880 444.2 4908 444.6 5005 444.8 5078 444.5 5189 443.5 5257 443.6 5312 443 5467 443.1 5511 442.6 5547 443 5643 442.8 5659 442 7500 442 7807 442 7827 443.6 7847 443.6 7954 442.4 7994 442.7 8092 442.3 8171 442.9 8332 443.4 8400 443 8464 443.2 8533 443 8604 443.9 8740 443.9 8946 445.4 9003 445.6 9037 446.3 9151 447.4 9265 446.5 9320 446.9 9354 446.9 9385 446.5 9416 447 9464 447.2 9492 446.8 9522 447.8 9602 448.4 9615 448.4 9623 448.2 9778 447.8 9819 447.5 9832 447.7 9975 448.2 10000 447.5 10040 447.6 10219 444.8 10286 445.5 10384 451.7 10414 456.1 10464 458.3 10559 458.7 10579 455 10673 450.7 10828 450.2 10882 450.9 10960 450.8 11049 450.2 11090 451 11288 452.3 11359 455 11418 454.6 11602 456.8 11694 457 11767 456.8 Manning's n Values num= 6 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1000 .055 4099 .05 4244 .045 5659 .03 7500 .09 I _ 8092 .07 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 4099 4244 900 824 900 .1 .3 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 98884 INPUT Description: 98884 Station Elevation Data num= 100 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 451.9 1023 451.5 1113 449.1 1141 449.1 1262 447.1 1347 446.2 1403 444 2000 444 2200 446 2574 449 2709 450.7 2830 450.9 2955 450.2 3053 448.3 3086 446 3146 443.9 3238 443.1 3456 442.9 3611 442.3 3673 441.5 3767 441.2 3876 441.5 3910 442.3 4039 442.3 4392 443.2 4418 443.2 4428 443.5 4518 443.8 4616 443.6 4654 443.6 4699 444.1 4728 444.1 4751 435.3 4777 428.3 4788 421.3 4810 416.9 4837 434.9 4843 435.3 4854 435.3 4861 438 4895 437.3 4929 443.1 4970 442.5 4986 442.6 5043 441.6 5134 440.4 5194 442 5235 444.3 5256 444.6 5271 444.3 5367 443.9 5454 445.1 5595 444.7 5730 443.5 5780 444.1 5882 443.2 6083 442.4 6140 442.4 6164 443.2 6184 442 7200 442 7712 442 7721 442.7 7753 443.7 7808 442 8010 442 8083 442.6 8231 443.1 8363 442 8380 442.2 8429 442.2 8450 441.9 8523 442.4 8674 442.6 8757 442.2 8918 443 8981 459.6 9145 459.6 9156 459.2 9204 444.6 9275 444.3 9303 444.8 9389 445.2 9514 444.3 10250 450 10799 450 11019 450.5 11113 450 11223 450.6 11259 449.7 11387 450.4 11480 451.4 11675 452.2 11874 451 11968 450.2 12012 451.5 12051 451.5 12170 452.8 12301 454.4 12338 457.7 Manning's n Values num= 7 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1000 .05 4728 .045 4861 .1 4929 .045 6184 .03 7200 .09 8757 .07 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 4728 4861 920 965 900 .1 .3 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 97919 INPUT Description: 97919 Station Elevation Data num= 100 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 451.6 1031 451.2 1071 447.9 1084 448 1101 447 1804 447 1856 447.8 2001 446.9 2099 447.1 2414 446.1 2439 446.3 2532 445.7 2590 446.1 2673 446 2734 445.5 2769 446.2 2918 445.8 3074 446.9 3263 444.9 3351 445 3551 443.8 4087 442.7 4224 441.7 5063 442.7 5230 443.2 5246 443.5 5409 444.3 5465 446 5506 446.5 5518 444.5 5559 444 5620 443.9 5627 443.1 5635 439.7 5667 439.6 5677 438.2 5681 435.5 5684 428.2 5696 421.2 5718 416.2 5745 434.8 5767 439.3 5783 440.7 5794 443 5822 442.8 5856 445 5898 445.5 5965 444.8 6052 444.6 6177 443.5 6437 441.8 6568 442.1 6713 441.1 6850 441.2 6921 442.3 6960 442.2 7010 440 7301 440 7332 443.7 7420 443.6 7467 442.4 7514 440.4 7652 440 7779 440 7798 441.5 7925 442.5 8077 442.5 8336 441.6 8448 442.1 8539 441.7 8610 442.2 8658 444.1 8735 442.2 8828 441.7 8972 441.8 9274 442.6 9320 443.3 9555 444.7 9600 444.6 9755 446.2 9809 446 9877 446 9966 446.5 9986 446.5 10518 446.2 10553 445.5 10639 445.4 10682 445.7 10778 447.5 10962 447.6 11050 447.1 11070 449.7 11216 450.1 11326 449.9 11617 451.9 11785 452.5 12163 452.6 12474 452 12613 452 12659 451.8 manning's n Values num= 8 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val * xxxxxxxxxxx+++++++++ xxxxxxxxx++++++++++ xxxxxxxx+ xxxxxx + + + + + + +xx + + + + +xxxxxxxxxxx 1000 .07 4087 .05 5506 .1 5620 .05 5767 .1 5856 .045 6713 .1 7652 .07 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 5620 5767 700 741 700 .1 .3 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 97178 INPUT Description: 97178 Station Elevation Data num= 100 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev xxxxxxx++++++ x+++++ xxxxxxxxxxx+ x+++++ xxxxxxxxxxxxxx +x + + + + +x + + +x + + + +x +xxxxxxxxxxx 1200 447.9 1253 447.5 1313 445 1725 445.1 1784 445.1 1854 443.9 2102 444.1 2427 444 2521 444.1 2540 444.4 2577 445.3 3475 444.9 3494 446.1 3532 445.9 3559 447.2 3570 447.5 3582 446.7 3590 446.2 3599 445 3623 445 3641 444.8 3676 444 3788 442.4 3818 442.4 3873 442 4222 443.2 4295 444 4412 444.7 4449 444.5 4602 445.2 4714 445.9 4733 444.3 4743 441.5 5577 441.6 5606 441.9 5631 441.4 5710 441.4 5738 443.7 5822 445 5844 444.9 5867 438 5875 435.4 5901 428.2 5913 421.2 5944 416.5 5949 419.8 5960 434.8 5991 435.4 6007 439.8 6013 440.2 6055 442.2 6174 443 6236 442.1 6284 442 6419 444.1 6510 443.8 6537 443.8 6847 442.4 6950 442.4 6996 442.9 7048 442.9 7105 441.9 7740 441.9 7918 444 7945 442.9 8383 442.8 8476 443.8 8513 443.7 8540 444.6 8571 442.5 8704 442.1 8813 443.1 9162 442.2 9293 443 9372 443.6 9403 445.1 9457 443.6 9839 443.4 9965 445.9 9972 445.9 9992 446.9 10225 446.3 10419 447.2 10523 447.7 10682 447.2 10704 446.9 10736 446.9 10823 447.8 10890 446.7 11073 446 11144 446 11155 449.1 11174 449.7 11186 447.7 11573 447.8 11595 448.9 11705 448.8 11893 449.6 12146 449.7 12200 450.3 Manning's n Values num= 8 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1200 .09 4714 .12 5844 .05 6013 .045 7048 .1 7740 .05 8571 .08 9372 .07 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 5844 6013 2200 3238 1350 .1 .3 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 93940 INPUT Description: 93940 Station Elevation Data num= 95 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 450.9 1100 447.3 1300 447.5 1400 445.1 1500 443 1600 445.3 1700 443.5 1B00 443.2 1900 443.9 2000 443.4 2200 441.4 2300 441.1 2400 442.1 2700 442.1 2900 450 3100 440.5 3400 442.9 3500 441.4 4100 442.4 4200 446.1 4300 446 4400 445.3 4500 445.3 4800 446.4 5000 443 5100 442.7 5200 440.9 5300 445.1 5400 443 5500 442.1 5600 442.4 5700 442.8 5800 441.1 5900 442.7 6000 440.6 6100 441.8 6200 440.8 6300 438.1 6400 438.5 6500 440 6600 440 6700 439.7 6800 439.9 7000 439.9 7100 439 7200 438.8 7300 439.4 7400 439.4 7600 440.2 7700 440.5 7900 442 8000 442.1 8100 438.9 8124 435.1 8136 427 8155 423.5 8170 420.5 8201 417.3 8221 420 8235 424.5 8267 435.1 8275 440.4 8400 440 8500 437.9 8600 437.4 8700 440.1 8800 442.9 8900 444 9000 444 9100 444 9200 444.4 9300 442 9500 443.2 9600 443.5 9700 444.5 9800 444 9900 444 10000 442.5 10800 441.2 10900 441.9 11000 444 11100 444.1 11400 443.8 11500 445.5 11600 446.1 11700 445.5 11800 444.7 11900 445.6 12000 447.7 12100 447 12200 446.5 12300 446.5 12400 444.2 12500 448.1 12570 448.4 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1000 .07 4500 .12 6100 .07 8100 .05 8275 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 8100 8275 650 581 460 .1 .3 Blocked Obstructions num= 1 Sta L Sta R Elev 1000 1654 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 93359 INPUT Description: 93359 Station Elevation Data num= 100 Sta Elev Sta Elev Sta Elev Sta Elev S'ta Elev 2230 441.1 2292 441.1 2466 440.5 2645 440.4 2696 440.8 2852 440.1 2912 440.1 2972 440.3 3107 440.7 3147 441.9 3219 443.2 3315 441.8 3500 441.9 3534 442.2 3554 441.6 3684 441.8 3732 442.7 3859 445.7 3891 441.5 4146 441.5 4206 441.2 4283 441.1 4311 441.7 4367 441.6 4417 441.6 4483 442.7 4603 441.4 4748 444.1 4852 445.2 4893 447 5230 446.9 6061 446.8 6064 446.8 6103 448.5 6221 445.7 6272 445.7 6347 447.4 6399 446.5 6658 446.4 6758 443.7 6814 443.7 6834 441.4 6911 441.4 7241 442.4 7303 442.3 7434 441 7457 440.4 7594 439.7 8168 438 8174 437 8200 437 8210 437 8219 436 8228 436 8235 437 8242 438 8270 438.3 8300 438 8317 436 8327 435 8350 434.9 8380 435 8428 436 8471 437 8496 439 8505 440 8519 441 8618 441.8 8633 442.5 8698 440.4 8748 440.6 8766 440.3 8784 439.1 8790 435.1 8802 427 8821 423.5 8836 420.5 8867 417.5 8887 420 8901 424.5 8933 435.1 8941 440.4 9002 440 9007 440.8 9050 442.7 9067 444.3 9305 443.7 9353 443.7 9486 445.6 9515 446 9608 446.1 9702 446.1 10006 445.8 10085 445.8 10817 445 10884 446.3 10989 446.7 11783 446.6 11868 446.4 12800 446.5 Manning's n Values num= 6 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 2230 .07 4146 .12 7457 .045 8174 .035 8766 .05 8941 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 8766 8941 62 62 62 .1 .3 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 93297 INPUT Description: Section 93297 - Upstream bounding cross section for Sandy Lake Road bridge Station Elevation Data num= 92 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 2400 442.5 2690 442.7 2910 442.5 3116 442.7 3286 442.7 3518 442.4 3719 442.4 3898 443.5 4055 446.4 4331 450.1 4495 451.1 4730 451.9 4806 451.9 5131 448.1 5405 447.29 5835 443.5 6110 444 6387 443.4 6649 445.1 6868 445.1 6965 444.2 7000 444.6 7100 447 7200 448.7 7300 449.3 7400 448.8 7450 448.6 7480 448.3 7500 448.3 7578 448.4 7578 447.7 7668 448.6 7668 449.3 7700 449.8 7800 451.5 7850 452.2 7920 452.9 7950 453.1 7980 453.4 7980 455.6 8050 456.1 8050 448 8080 438 8150 437.5 8350 433.3 8400 433 8450 433 8500 434.8 8555 441 8750 441 8800 440 8858 438 8880 435 8888.5 430.65 8891.5 429.11 8897 426.3 8898 426.52 8902 427.4 8930 417.5 8960 417.76 8964 417.79 8965 417.8 9000 434 9055 439 9074 439 9090 447 9090 455.7 9168 455.2 9168 452.7 9240 451.4 9350 449.3 9350 448.8 9400 448.4 9500 447.6 9600 446.5 9650 446 9844 447 10349 446.8 10586 446.2 10855 445.7 11076 446.1 11418 445.7 11621 446.2 11749 445.3 11908 445.2 11988 445.3 12152 445.2 12280 445 12370 445.5 12610 445.9 12756 446 12800 445.9 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 2400 .035 8880 .03 9000 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 8880 9000 85 85 85 .1 .3 BRIDGE RIVER: Elm Fork REACH: ef3 RS: 93254.5 INPUT Description: Bridge # 17 - Sandy Lake Road Note: Bridge and roadway modeled from plans dated Dec. 1996 and stamped Dec. 1997. Distance from Upstream XS = 1 Deck /Roadway width = 83 Weir Coefficient = 2.6 Bridge Deck /Roadway Skew = Upstream Deck /Roadway Coordinates num= 8 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 8050 456.1 448.5 8530 459.3 451.7 8610 459.1 451.5 8770 457.9 450.3 8770 457.9 449.1 9010 456.2 447.4 9010 456.2 448.6 9090 455.7 448.1 Upstream Bridge Cross Section Data Station Elevation Data num= 92 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 2400 442.5 2690 442.7 2910 442.5 3116 442.7 3286 442.7 3518 442.4 3719 442.4 3898 443.5 4055 446.4 4331 450.1 4495 451.1 4730 451.9 4806 451.9 5131 448.1 5405 447.29 5835 443.5 6110 444 6387 443.4 6649 445.1 6866 445.1 6965 444.2 7000 444.6 7100 447 7200 448.7 7300 449.3 7400 448.8 7450 448.6 7480 448.3 7500 448.3 7578 448.4 7578 447.7 7668 448.6 7668 449.3 7700 449.8 7800 451.5 7850 452.2 7920 452.9 7950 453.1 7980 453.4 7980 455.6 8050 456.1 8050 448 8080 438 8150 437.5 8350 433.3 8400 433 8450 433 8500 434.8 8555 441 8750 441 8800 440 8858 438 8880 435 8888.5 430.65 8891.5 429.11 8897 426.3 8898 426.52 8902 427.4 8930 417.5 8960 417.76 8964 417.79 8965 417.8 9000 434 9055 439 9074 439 9090 447 9090 455.7 9168 455.2 9168 452.7 9240 451.4 9350 449.3 9350 448.8 9400 448.4 9500 447.6 9600 446.5 9650 446 9844 447 10349 446.8 10586 446.2 10855 445.7 11076 446.1 11418 445.7 11621 446.2 11749 445.3 11908 445.2 11988 445.3 12152 445.2 12280 445 12370 445.5 12610 445.9 12756 446 12800 445.9 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 2400 .035 8880 .03 9000 .035 Bank Sta: Left Right Coeff Contr. Expan. 8880 9000 .1 .3 Downstream Deck /Roadway Coordinates num= 8 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 8050 456.1 448.5 8530 459.3 451.7 8610 459.1 451.5 8770 457.9 450.3 8770 457.9 449.1 9010 456.2 447.4 9010 456.2 448.6 9090 455.7 448.1 Downstream Bridge Cross Section Data Station Elevation Data num= 92 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 2400 442.5 2690 442.7 2910 442.5 3116 442.7 3286 442.7 3518 442.4 3719 442.4 3898 443.5 4055 446.4 4331 450.1 4495 451.1 4730 451.9 4806 451.9 5131 448.1. 5405 447.29 5835 443.5 6110 444 6387 443.4 6649 445.1 6868 445.1 6965 444.2 7000 444.6 7100 447 7200 448.7 7300 449.3 7400 448.8 7450 448.6 7480 448.3 7500 448.3 7578 448.4 7578 447.7 7668 448.6 7668 449.3 7700 449.8 7800 451.5 7850 452.2 7920 452.9 7950 453.1 7980 453.4 7980 455.6 8050 456.1 8050 448 8080 438 8150 437.5 8350 433.3 8400 433 8450 433 8500 434.8 8555 441 8750 441 8800 440 8858 438 8880 435 8888.5 430.65 8891.5 429.11 8897 426.3 8898 426.52 8902 427.4 8930 417.5 8960 417.76 8964 411.79 8965 417.8 9000 434 9055 439 9074 439 9090 447 9090 455.7 9168 455.2 9168 452.7 9240 451.4 9350 449.3 9350 448.8 9400 448.4 9500 447.6 9600 446.5 9650 446 9844 447 10349 446.8 10586 446.2 10855 445.7 11076 446.1 11418 445.7 11621 446.2 11749 445.3 11908 445.2 11988 445.3 12152 445.2 12280 445 12370 445.5 12610 445.9 1.2756 446 12800 445.9 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val * xxxxxxxxxxxxxxxxx + +. xtxxxxx * * * xxxxxxxxxxxxxxxxx 2400 .045 8880 .05 9000 .045 Bank Sta: Left Right Coeff Contr. Expan. 8880 9000 .1 .3 Upstream Embankment side slope = horiz. to 1.0 vertical Downstream Embankment side slope = horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Piers = 11 Pier Data Pier Station Upstream= 8130 Downstream= 8130 Upstream num= 2 Width Elev Width Elev xxxxxxx +. + xx + + + + + xxxxxx * xxxxxxxx 2.5 425 2.5 452 Downstream num= 2 Width Elev Width Elev xxxxx * * *xxxxx *xxxxxxxx +. xxx +. + 2.5 425 2.5 452 Pier Data Pier Station Upstream= 8210 Downstream= 8210 Upstream num= 2 Width Elev Width Elev 2.5 425 2.5 452 Downstream num= 2 Width Elev Width Elev xxxxxxx «. xxx + + * xxxxxxxx * xxxxxxxx 2.5 425 2.5 452 Pier Data Pier Station Upstream= 8290 Downstream= 8290 Upstream num= 2 Width Elev Width Elev * xx > +* 2.5 425 2.5 452 Downstream num= 2 Width Elev Width Elev 2.5 425 2.5 452 Pier Data Pier Station Upstream= 8370 Downstream= 8370 Upstream num= 2 Width Elev Width Elev 2.5 425 2.5 452 Downstream num= 2 Width Elev Width Elev 2.5 425 2.5 452 Pier Data Pier Station Upstream= 8450 Downstream= 8450 Upstream num= 2 Width Elev Width Elev 2.5 425 2.5 452 Downstream num= 2 Width Elev Width Elev 2.5 425 2.5 452 Pier Data Pier Station Upstream= 8530 Downstream= 8530 Upstream num= 2 Width Elev Width Elev 2.5 425 2.5 453 Downstream num= 2 Width Elev Width Elev 2.5 425 2.5 453 Pier Data Pier Station Upstream= 8610 Downstream= 8610 Upstream num= 2 Width Elev Width Elev 2.5 425 2.5 453 Downstream num= 2 Width Elev width Elev 2.5 425 2.5 453 Pier Data Pier Station Upstream= 8690 Downstream= 8690 Upstream num= 2 Width Elev Width Elev 2.5 425 2.5 452 Downstream num= 2 Width Elev Width Elev 2.5 425 2.5 452 Pier Data Pier Station Upstream= 8770 Downstream= 8770 Upstream num= 2 Width Elev Width Elev 3 425 3 452 Downstream num= 2 Width Elev Width Elev 3 425 3 452 Pier Data Pier Station Upstream= 8890 Downstream= 8890 Upstream num= 2 Width Elev Width Elev 3 425 3 452 Downstream num= 2 Width Elev Width Elev 3 425 3 452 Pier Data Pier Station Upstream= 9010 Downstream= 9010 Upstream num= 2 Width Elev Width Elev 3 425 3 452 Downstream num= 2 Width Elev Width Elev 3 425 3 452 Number of Bridge Coefficient Sets 1 Low Flow Methods and Data Energy Selected Low Flow Methods = Energy High Flow Method Energy Only Additional Bridge Parameters Add Friction component to Momentum Do not add weight component to Momentum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria to check for pressure flow = Upstream energy grade line CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 93212 INPUT Description: Section 93212 - Downstream bounding cross section for Sandy Lake Road bridge Station Elevation Data num= 92 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 2400 442.5 2690 442.7 2910 442.5 3116 442.7 3286 442.7 3518 442.4 3719 442.4 3898 443.5 4055 446.4 4331 450.1 4495 451.1 4730 451.9 4806 451.9 5131 448.1 5405 447.29 5835 443.5 6110 444 6387 443.4 6649 445.1 6868 445.1 6965 444.2 7000 444.6 7100 447 7200 448.7 7300 449.3 7400 448.8 7450 448.6 7480 448.3 7500 448.3 7578 448.4 7578 447.7 7668 448.6 7668 449.3 7700 449.8 7800 451.5 7850 452.2 7920 452.9 7950 453.1 7980 453.4 7980 455.6 8050 456.1 8050 448 8080 438 8150 437.5 8350 433.3 8400 433 8450 433 8500 434.8 8555 441 8750 441 8800 440 8858 438 8880 435 8888.5 430.65 8891.5 429.11 8897 426.3 8898 426.52 8902 427.4 8930 417.5 8960 417.76 8964 417.79 8965 417.8 9000 434 9055 439 9074 439 9090 447 9090 455.7 9168 455.2 9168 452.7 9240 451.4 9350 449.3 9350 448.8 9400 448.4 9500 447.6 9600 446.5 9650 446 9844 447 10349 446.8 10586 446.2 10855 445.7 11076 446.1 11418 445.7 11621 446.2 11749 445.3 11908 445.2 11988 445.3 12152 445.2 12280 445 12370 445.5 12610 445.9 12756 446 12800 445.9 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 2400 .045 8880 .05 9000 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 8880 9000 10 15 20 .1 .3 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 93197 INPUT Description: 93197 Station Elevation Data num= 96 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ++++ z++++++++++++ zzzzzzz+ zzzz+ zzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzsxzzzzz 1520 460 1730 460 1730 443 1900 441.4 1900 460 2520 460 2523 442.5 2634 442.5 2638 441.5 2684 441 3355 441 3367 441.3 3388 441.3 3410 441 3570 441.5 3600 441.5 3683 440.8 3820 440.8 3846 441.9 3908 441.9 4012 442.7 4076 443.5 4207 446.9 4702 450.2 4756 451.3 4876 450 5772 450.1 6052 450.1 6064 450.5 6124 448.3 6151 448.5 6297 443.4 6334 442.7 6425 442.7 6515 443.4 6613 444.7 6824 445.8 6854 444.7 6921 444.8 6982 444.3 7126 444.2 7297 444.4 7447 444.1 7520 444.5 7592 445.1 7679 445.1 7896 443.2 7926 440.6 8004 440.2 8125 438.1 8132 438 8189 437 8246 436 8304 434.9 8329 434.8 8340 435 8361 434 8380 433 8445 432.3 8507 433 8521 434 8530 435 8560 440 8575 440 8580 441.3 8623 440.7 8781 440 8826 440 8893 437.6 8913 424.4 8930 417.5 8960 417.5 8976 424.4 9046 434.5 9046 437.6 9080 437.6 9086 437.7 9100 441.6 9122 446.2 9168 447.4 9578 446.6 9622 444.1 9667 444.1 9809 444.7 9998 444.4 11007 447.5 11146 446.5 11206 442.6 11318 443.5 11477 443.5 11523 443.5 11960 447.2 12176 448.9 12371 447.7 12550 443.6 12635 444.4 Manning's n Values num= 7 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1520 .07 2684 .05 3908 .12 6334 .065 8132 .045 8893 .05 9046 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 8893 9046 1 1 1 .1 .3 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 93196 INPUT Description: 93196 Station Elevation Data num= 96 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1520 460 1730 460 1730 443 1900 441.4 1900 460 2520 460 2523 442.5 2634 442.5 2638 441.5 2684 441 3355 441 3388 441.3 3410 441 3570 441.5 3600 441.5 3683 440.8 3820 440.8 3846 441.9 3908 441.9 4076 443.5 4499 449.1 4568 449.9 4702 450.2 4756 451.3 4876 450 5772 450.1 6052 450.1 6064 450.5 6124 448.3 6151 448.5 6297 443.4 6334 442.7 6425 442.7 6515 443.4 6613 444.7 6824 445.8 6854 444.7 6921 444.8 6982 444.3 7126 444.2 7297 444.4 7447 444.1 7520 444.5 7592 445.1 7679 445.1 7896 443.2 7926 440.6 8004 440.2 8125 438.1 8132 438 8189 437 8246 436 8304 434.9 8329 434.8 8340 435 8361 434 8380 433 8445 432.3 8507 433 8521 434 8530 435 8560 440 8575 440 8580 441.3 8623 440.7 8781 440 8826 440 8893 437.6 8930 437.5 8930 434.2 8940 433.7 8960 433.8 8974 434.4 9046 434.5 9046 437.6 9080 437.6 9086 437.7 9100 441.6 9122 446.2 9168 447.4 9578 446.6 9622 444.1 9667 444.1 9809 444.7 9998 444.4 11007 447.5 11146 446.5 11206 442.6 11318 443.5 11477 443.5 11523 443.5 11960 447.2 12176 448.9 12371 447.7 12550 443.6 12635 444.4 Manning's n values num= 7 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1520 .07 2684 .05 3908 .12 6334 .065 8132 .045 8826 .02 9100 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 8930 9046 5 5 5 .1 .3 Blocked Obstructions num= 1 Sta L Sta R Elev 1520 2480 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 93191 INPUT Description: 93191 Station Elevation Data num= 96 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1520 460 1730 460 1730 443 1900 441.4 1900 460 2520 460 2523 442.5 2634 442.5 2638 441.5 2684 441 3355 441 3388 441.3 3410 441 3570 441.5 3600 441.5 3683 440.8 3820 440.8 3846 441.9 3908 441.9 4076 443.5 4499 449.1 4568 449.9 4702 450.2 4756 451.3 4876 450 5772 450.1 6052 450.1 6064 450.5 6124 448.3 6151 448.5 6297 443.4 6334 442.7 6425 442.7 6515 443.4 6613 444.7 6824 445.8 6854 444.7 6921 444.8 6982 444.3 7126 444.2 7297 444.4 7447 444.1 7520 444.5 7592 445.1 7679 445.1 7896 443.2 7926 440.6 8004 440.2 8125 438.1 8132 438 8189 437 8246 436 8304 434.9 8329 434.8 8340 435 8361 434 8380 433 8445 432.3 8507 433 8521 434 8530 435 8560 440 8575 440 8580 441.3 8623 440.7 8781 440 8826 440 8893 437.6 8930 437.5 8930 434.2 8940 433.7 8960 433.8 8974 434.4 9046 434.5 9046 437.6 9080 437.6 9086 437.7 9100 441.6 9122 446.2 9168 447.4 9578 446.6 9622 444.1 9667 444.1 9809 444.7 9998 444.4 11007 447.5 11146 446.5 11206 442.6 11318 443.5 11477 443.5 11523 443.5 11960 447.2 12176 448.9 12371 447.1 12550 443.6 12635 444.4 Manning's n Values num= 7 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1520 .07 2684 .05 3908 .12 6334 .065 8132 .045 8826 .02 9100 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 8930 9046 1 1 1 .l .3 Blocked Obstructions num= 1 Sta L Sta R Elev 1520 2480 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 93190 INPUT Description: 93190 Station Elevati6n Data num= 96 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev zzzzzzzzzzzzzzztzzzztzzzz****++* zzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzz 1483 444.4 1520 445.6 1520 460 1730 460 1730 444.4 1900 444.8 1900 460 2520 460 2520 442.5 2521 442.5 2623 442.1 2755 445 2793 441 3143 441 3159 444.1 3178 444.1 3197 441 3668 441 3675 443 3901 440.9 4044 442.8 4095 442.1 4378 447.7 4749 450.4 4775 450 5552 450.1 5553 451 5558 451.3 5560 450.1 6221 450.1 6224 450.1 6267 446.1 6330 444.6 6509 445.1 6581 445.8 6710 445.6 6853 445.5 6861 445.8 6901 445.1 7131 443.5 7511 443.5 7532 443.5 7566 446.5 7601 446 7621 446.5 7668 446.7 7680 447.5 7692 446.7 7717 446.5 7744 447 7805 446 7931 444 7978 441 8047 440 8150 438 8188 437 8245 436 8326 435 8340 434.5 8362 434.9 8390 433 8415 432 8458 431.8 8496 432 8523 433 8566 440 8774 439.8 8913 436.9 8915 436.8 8923 433.8 8956 419 8964 416.8 8965 413.7 8992 410.7 9007 410.2 9021 410.2 9031 415.6 9041 416.8 9047 419.1 9102 441.7 9181 448.1 9318 446 9458 446.8 9615 445.5 9628 443.2 9877 444.3 10702 444.3 10849 444.4 11046 449.2 11143 449.2 11152 448.2 11267 444.4 11463 443.5 11704 443.3 12550 442.8 12635 444.4 Manning's n Values num= 8 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1483 .07 2755 .045 3901 .14 6330 .055 8415 .035 8496 .12 8915 .05 9102 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 8915 9102 49 49 49 .1 .3 Blocked Obstructions num= 1 Sta L Sta R Elev zzzzzzzzzzzzzzzzzzzzzzzz 1483 2480 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 93141 INPUT Description: 93141 Station Elevation Data num= 97 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1483 444.4 1520 445.6 1520 460 1730 460 1730 444.4 1900 444.8 1900 460 2520 460 2520 442.5 2521 442.5 2623 442.1 2755 445 2793 441 3143 441 3159 444.1 3178 444.1 3197 441 3668 441 3675 443 3901 440.9 4044 442.8 4095 442.1 4252 447.4 4775 450 5552 450.1 5553 451 5558 451.3 5560 450.1 6221 450.1 6224 450.1 6267 446.1 6330 444.6 6509 445.1 6581 445.8 6658 446 6710 445.6 6853 445.5 6861 445.8 6901 445.1 7047 444.4 7131 443.5 7292 443.6 7511 443.5 7532 443.5 7566 446.5 7601 446 7621 446.5 7668 446.7 7680 447.5 7692 446.7 7717 446.5 7744 447 7890 445 7931 444 7961 442 7978 441 8047 440 8150 438 8245 436 8326 435 8340 434.5 8362 434.9 8390 433 8415 432 8458 431.8 8496 432 8523 433 8566 440 8774 439.8 8913 436.9 8915 436.8 8923 433.8 8956 419 8964 416.8 8965 413.7 8992 410.7 9007 410.2 9021 410.2 9031 415.6 9041 416.8 9047 419.1 9102 441.7 9181 448.1 9318 446 9615 445.5 9628 443.2 9877 444.3 10849 444.4 11046 449.2 11143 449.2 11267 444.4 11463 443.5 11704 443.3 11726 444.5 12550 442.8 12633 444.4 12670 445 Manning's n Values num= 8 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1483 .07 2755 .045 3901 .14 6330 .055 8415 .035 8496 .12 8915 .05 9102 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 8915 9102 760 790 740 .1 .3 Blocked Obstructions num= 1 Sta L Sta R Elev 1483 2520 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 92351 INPUT Description: 92351 Station Elevation Data num= 102 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1420 452.5 1480 447 1516 446.5 1580 442.1 1622 441.3 1650 443.3 1650 460 1910 460 1910 441.8 1916 441.8 2034 441.8 2100 443.6 2100 460 2500 460 2500 444 2634 443.8 2670 445.6 2800 444.5 2887 444.7 2940 445.6 2964 442.8 3003 441 3891 441 3936 441 3952 441 5000 441 5091 440.1 5100 447 5100 450 5300 460 6250 460 6450 450 6529 447.2 6659 444.4 6813 445.7 6852 446.4 6872 448.1 6981 448.5 7061 447.2 7075 445.1 7118 445.1 7137 445.7 7161 445.7 7211 444.8 7254 444.9 7340 444 7472 442 7529 440 7560 438 7563 436 7573 434 7585 433.4 7605 434 7625 440 7650 440.3 7660 440.9 7670 440.2 7695 439.9 7720 440 7730 439 7810 430 7834 424 8326 424 8350 430 8360 431 8388 433 8405 435 8421 436 8436 438 8460 440 8475 439.5 8502 438 8550 435 8555 434.2 8613 434.2 8656 425.5 8696 415.9 8700 413.7 8717 410.7 8727 410.2 6730 410.2 8736 415.9 8740 418.3 8752 423.3 8763 423 8780 427 8799 432.8 8824 433.4 8855 440.7 8990 445.2 9164 443.7 9270 444 9455 444.8 9629 441.2 9904 441 10532 442.2 10840 442.2 11091 447.6 11367 447.9 11706 440.9 12274 447.8 12820 446 Manning's n Values num= 10 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1420 .07 2887 .045 5100 .14 7650 .05 7810 .03 8350 .05 8550 .14 8613 .05 8799 .14 8855 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 8613 8799 820 821 820 .1 .3 Blocked Obstructions num= 1 Sta L Sta R Elev 1420 2500 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 91530 INPUT Description: 91530 Station Elevation Data num= 99 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1748 446.8 1978 446 2190 445.3 2200 441.8 2227 441.7 2331 442.7 2405 442.6 2454 442.5 3059 442.5 3063 442.7 3101 442.3 3170 442.3 3177 443.8 3190 443.6 3267 445.3 3313 444.6 3367 441.7 3444 441.4 3586 442.6 3599 441.2 3844 441.2 3855 443.1 3891 441 3995 441 3997 441.6 4024 441 5321 441 5390 440.5 5400 450 5600 460 6550 460 6750 450 6809 436.5 6855 435.1 6870 435.1 6908 432.6 6927 432.3 6939 432.5 6969 430.6 7134 430.6 7155 431.2 7234 431.6 7240 431.6 7252 430 7276 424 7896 424 7920 430 7940 432 8024 437 8120 439 8210 445 8260 444 8340 443 8420 442 8470 442 8535 441 8560 441 8626 430 8650 424 8808 424 8832 430 8846 431 8854 432 8870 432.5 8886 432 8890 431 8920 432 8949 420.4 8966 415.8 8967 412.7 8994 410.7 9009 410.2 9023 410.2 9033 415.8 9034 424 9057 431.4 9145 439.8 9183 444.1 9200 445 9264 445.6 9365 442.2 9411 432 9655 432 9690 440.7 9706 446 9740 446 11220 446 11247 447.5 11301 446 12083 446 12192 447.3 12322 445.7 12390 440.8 12675 441.6 12785 440.4 12821 444.9 12846 440.9 12913 442.3 12940 444.1 Manning's n Values num= 10 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1748 .07 3190 .045 5321 .14 6855 .035 7252 .03 7920 .045 8832 .05 9145 .14 9200 .035 9740 .07 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 8920 9145 1000 998 1000 .1 .3 Blocked Obstructions num= 1 Sta L Sta R Elev 1748 2430 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 90532 INPUT Description: 90532 Station Elevation Data num= 99 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 2300 440 2402 440 2407 440.5 2427 440.5 2439 438.6 2951 438.6 2977 439.1 3108 439.3 3122 444.3 3293 445.1 3340 443.6 3441 442.3 3504 442.1 3508 443.3 3582 442.4 3595 441 4784 441 4882 442.6 4939 440.1 4956 438.1 5000 438.2 5086 439.2 5180 438.8 5398 440.2 5445 439.8 5508 439.9 5605 441.7 5641 446.9 5778 446.9 5860 446.9 5860 452 6251 452 6312 460.1 6915 460.1 7068 453.9 7097 450.1 7172 433.3 7226 430.6 7260 430.6 7311 434.3 7369 434.2 7419 436.9 7468 435.9 7542 437.8 7880 441.5 7935 440.6 7956 441.3 8008 441.3 8065 440.2 8197 439.3 8457 439.2 8494 440.9 8533 439.1 8792 439.9 8996 441 9005 440.8 9028 440.9 9045 440.9 9070 440.8 9079 441 9085 440 9122 430 9146 424 9174 424 9198 430 9210 432 9220 435 9235 435.5 9250 435 9290 431 9296 430.2 9317 422.1 9327 415.8 9330 413.7 9342 411.6 9355 410 9385 409 9390 411 9395 415.8 9420 430.8 9468 442.1 9540 443 9604 445.3 9624 449.3 9679 441.9 9832 437.4 9839 437.4 9867 431 10123 431 10187 446.5 10772 450.4 10845 450.3 11149 452.1 11351 452.1 12014 447.6 12093 447.6 12360 447 12399 451.9 12500 451 Manning's n Values num= 10 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 2300 .075 3508 .045 4784 .14 5860 .045 9122 .03 9198 .045 9290 .05 9468 .14 9540 .035 10123 .07 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 9290 9468 650 838 950 .1 .3 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 89694 INPUT Description: 89694 Station Elevation Data num= 100 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 2620 440 2820 440 2820 437.2 2842 437.2 2850 439.1 2870 439.1 2896 437.7 2956 437.7 3006 436.9 3023 437.1 3132 437.2 3205 436.5 3356 436.5 3435 436 3471 435.9 3554 435.9 3567 436.9 3628 437.1 3807 440.2 3835 441.5 3915 443 3926 441 4025 441 4036 444 4049 443.7 4064 441 5200 441 5224 440 5860 440 6005 440 6052 439 6099 440.8 6198 440.4 6339 440.4 6374 440 6450 440.2 6450 452 6609 452 6624 460.1 7323 460.1 7328 460.1 7399 457 7470 450.1 7478 450.1 7513 446.7 7535 445.2 7579 440.3 7607 439.8 7638 439.3 7649 440 7966 434.8 8092 433.5 6136 432.6 8215 432.4 8334 433.3 8467 438.1 8488 437.5 8580 437 8630 439 8651 440 8690 440 8710 440.1 8795 440.1 8963 440 9036 438 9265 436 9295 435 9334 433 9390 434.1 9402 434.1 9428 426.9 9434 423.2 9443 415.1 9453 412.7 9471 408 9486 411.2 9493 414.2 9503 415.7 9509 420.1 9542 430.8 9579 440.5 9592 440.9 9688 440.5 9747 445.5 9799 441.1 9854 430 10169 430 10309 438.3 10337 437.7 10369 445.2 10714 447.4 10858 446.7 11187 446.5 11211 446.5 11290 447.1 11500 446.8 11594 447.2 11677 447 12094 447.5 12180 447.5 Manning's n Values num= 8 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 2620 .05 5860 .14 6609 .045 9390 .14 9402 .05 9579 .14 9592 .05 10369 .07 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 9402 9579 0 0 0 .1 .3 SUMMARY OF MANNING'S N VALUES River:Elm Fork * Reach * River Sta. * nl * n2 * n3 * n4 * n5 * n6 * n7 * n8 * n9 * n10 *ef3 * 107964 * .04* .12* .05* .1* .06* *ef3 106657 * .06* .05* .12* .06* *ef3 * 105936 * .06* .05* .12* .06* *ef3 * 105167 .07* .1* .05* .12* .06* *ef3 102686 * _07* .1* .05* .045* .03* .07* *ef3 * 101428 * .07* .045* .1* .05* .1* .045* .03* .07* *ef3 * 99708 .055* .05* .045* .03* .09* .07* *ef3 * 98884 * .05* .045* .1* .045* .03* .09* .07* *ef3 * 97919 * .07* .05* .1* .05* .1* .045* .1* .07* *ef3 97178 * .09* .12* .05* .045* .1* .05* .08* .07* *ef3 93940 .07* .12* .07* .05* .06* *ef3 * 93359 * .07* .12* .045* .035* .05* .045* *ef3 * 93297 * .035* .03* .035* *ef3 * 93254.5 *Bridge *ef3 * 93212 * .045* .05* .045* *ef3 93197 * .07* .05* .12* .065* .045* .05* .05* *ef3 93196 .07* .05* .12* .065* .045* .02* .05* *ef3 * 93191 .07* .05* .12* .065* .045* .02* .05* *ef3 * 93190 * .07* .045* .14* .055* .035* .12* .05* .045* *ef3 * 93141 * .07* .045* .14* .055* .035* .12* .05* .045* *ef3 * 92351 .07* .045* .14* .05* .03* .05* .14* .05* .14* .04* *ef3 * 91530 .07* .045* .14* .035* .03* .045* .05* .14* .035* .07* *ef3 90532 .075* .045* .14* .045* .03* .045* .05* .14* .035* .07* *ef3 * 89694 * .05* .14* .045* .14* .05* .14* .05* .07* SUMMARY OF REACH LENGTHS River: Elm Fork * Reach * River Sta. * Left * Channel * Right *ef3 * 107964 * 850* 1307* 800* *ef3 * 106657 850* 721* 560* *ef3 * 105936 * 870* 769* 770* *ef3 * 105167 1500* 2481* 1100* *ef3 102686 * 900* 1258* 600* *ef3 * 101428 930* 1720* 870* *ef3 * 99708 * 900* 824* 900* *ef3 98884 * 920* 965* 900* *ef3 * 97919 * 700* 741* 700* *ef3 * 97178 * 2200* 3238* 1350* *ef3 93940 650* 581* 460* *ef3 * 93359 * 62* 62* 62* *ef3 * 93297 * 85* 85* 85* *ef3 * 93254.5 *Bridge *ef3 * 93212 * 10* 15* 20* *ef3 93197 * 1* 1* 1* *ef3 * 93196 * 5* 5* 5* *ef3 * 93191 * 1* 1* 1* *ef3 * 93190 * 49* 49* 49* *ef3 93141 * 760* 790* 740* *ef3 * 92351 * 820* 821* 820* *ef3 91530 1000* 998* 1000* *ef3 90532 650* 838* 950* *ef3 89694 * 0* 0* 0* SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: Elm Fork * Reach * River Sta. * Contr. * Expan. *ef3 * 107964 * .1* .3* *ef3 * 106657 * .l* .3* *ef3 * 105936 .l* .3* *ef3 * 105167 .1* .3* *ef3 * 102686 * .1* .3* *ef3 * 101428 .1* .3* *ef3 * 99708 * .1* .3* *ef3 98884 .1* .3* *ef3 * 97919 .1* .3* *ef3 * 97178 * .1* .3* *ef3 * 93940 .1* .3* *ef3 * 93359 .1* .3* *ef3 * 93297 * .1* .3* *ef3 93254.5 *Bridge *ef3 93212 .1* .3* *ef3 * 93197 * .1* .3* *ef3 * 93196 .1* .3* *ef3 * 93191 * .1* .3* *ef3 * 93190 .1* .3* *ef3 * 93141 * .1* .3* *ef3 * 92351 * .1* .3* *ef3 91530 * .1* .3* *ef3 * 90532 * .1* .3* *ef3 89694 * .1* .3* Profile Output Table - Standard Table 1 * Reach * River Sta * Q Total *Min Ch E1 *W.S. Elev *Crit W.S. *E.G. Elev *E.G. Slope * Vel Chnl *Flow Area *Top Width *Froude # Chl * * * (cfs) * (ft) * (ft) * (ft) * (ft) * (ft /ft) * (ft /s) * (sq ft) * (ft) * ef3 89694 70700.00 * 408.00 445.16 * 436.92 * 445.20 * 0.000133 * 2.59 * 47996.39 * 6655.44 0.10 * * ef3 * 90532 70700.00 * 409.00 * 445.26 * * 445.32 0.000175 * 3.03 * 40639.68 * 6341.60 * 0.11 * * ef3 * 91530 70700.00 410.20 445.36 * * 445.39 * 0.000039 * 1.33 * 51591.11 * 6479.70 * 0.05 * * ef3 * 92351 * 70700.00 * 410.20 * 445.39 * * 445.46 * 0.000094 * 2.27 * 38997.01 * 7171.31 * 0.08 * * ef3 93141 * 70700.00 * 410.20 * 445.54 * * 445.84 * 0.000728 * 6.40 * 24257.67 * 6709.97 * 0.23 * • ef3 * 93190 70700.00 * 410.20 * 445.61 * * 445.88 * 0.000674 * 6.17 * 25450.17 * 6879.06 * 0.22 ' • ef3 * 93191 70700.00 * 433.70 * 445.46 * * (cfs) * 445.95 * 0.000927 * 10.93 * 19791.25 * 6007.93 * 0.58 • ef3 * 93196 * 70700.00 * 433.70 * 445.46 * * 445.95 * 0.000924 * 10.92 * 19819.13 * 6011.86 * 0.57 • ef3 * 93197 70700.00 * 417.50 * 445.75 * 441.89 * 445.98 * 0.000811 * 6.02 * 23574.01 * 6343.24 * 0.24 • ef3 * 93212 70700.00 * 417.50 * 445.63 * 6472.15 446.04 * 0.001183 * 7.76 * 16902.94 * 4842.51 * 0.29 • ef3 * 93254.5 * Bridge * 55080.35 * 9737.10 * 5882.55 * 7171.31 * ef3 93141 445.84 445.54 * 0.31 * • ef3 * 93297 * 70700.00 * 417.50 * 445.61 * 442.19 * 446.19 * 0.000614 * 9.31 * 16778.97 * 4817.96 * 0.35 * • ef3 * 93359 70700.00 * 417.50 * 446.12 * * 446.27 * 0.000578 * 5.02 * 29700.71 * 6936.96 * 0.20 * • ef3 * 93940 * 70700.00 * 417.30 * 446.48 * * 446.58 * 0.000452 * 4.56 * 45043.66 * 10283.00 * 0.18 * • ef3 * 97178 * 66500.00 * 416.50 * 447.67 * * 447.78 * 0.000694 * 4.81 * 40399.73 * 9886.14 * 0.21 * • ef3 * 97919 * 66500.00 * 416.20 * 448.11 * * 448.17 * 0.000451 * 3.72 * 42553.72 * 9989.32 * 0.16 * • ef3 * 98884 * 66500.00 * 416.90 * 448.41 * * 448.46 * 0.000252 * 3.47 * 42082.93 * 8061.90 * 0.14 * • ef3 * 99708 * 66500.00 * 417.60 * 448.62 * * 448.67 * 0.000218 * 3.04 * 40081.91 * 8164.30 * 0.12 * • ef3 * 101428 66500.00 * 418.90 * 448.82 * 2990.37 448.87 * 0.000191 * 2.64 * 39306.71 * 8143.78 * 0.11 * • ef3 * 102686 * 66500.00 * 419.80 * 448.94 * * 448.99 * 0.000173 * 2.28 * 37863.66 * 7122.98 * 0.11 * • ef3 * 105167 * 57000.00 * 419.00 * 449.58 * 19175.55 449.73 * 0.000889 * 5.88 * 26038.70 * 5782.33 * 0.24 * • ef3 * 105936 * 57000.00 * 418.75 * 450.11 * 446.80 * 450.21 * 0.000450 * 4.20 * 31769.09 * 5976.59 * 0.17 * • ef3 * 106657 57000.00 * 420.20 * 450.41 * 446.69 * 450.54 * 0.000554 * 4.78 * 28548.74 * 5725.23 * 0.19 * • ef3 *** x* xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx+ * 107964 * 57000.00 * 422.71 * 450.81 * 446.01 * 450.95 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx * 0.000367 * 2.92 * 26714.03 * 4233.41 * 0.15 * Profile Output Table - Standard Table 2 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx * Reach * River Sta * E.G. Elev *W.S. Elev * Vel Head *Frctn Loss *C & E Loss * Q Left *Q Channel * Q Right *Top Width * * xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx * * (ft) * (ft) * (ft) * (ft) * (ft) * (cfs) * (cfs) * (cfs) * (ft) * ef3 * 89694 * 445.20 * 445.16 * 0.04 * * * 46275.33 * 10077.27 * 14347.40 * 6655.44 * ef3 * 90532 * 445.32 * 445.26 * 0.07 * 0.11 * 0.01 * 43289.24 * 12305.19 * 15105.58 * 6341.60 * ef3 * 91530 * 445.39 * 445.36 * 0.03 * 0.06 * 0.00 * 58132.71 * 6095.13 * 6472.15 * 6479.70 * ef3 * 92351 * 445.46 * 445.39 * 0.06 * 0.05 * 0.01 * 55080.35 * 9737.10 * 5882.55 * 7171.31 * ef3 93141 445.84 445.54 * 0.31 * 0.32 * 0.07 * 36428.32 * 28817.55 * 5454.13 * 6709.97 • ef3 93190 * 445.88 * 445.61 * 0.28 * 0.03 * 0.00 * 35917.94 * 27868.16 * 6913.90 * 6879.06 • ef3 * 93191 * 445.95 * 445.46 * 0.49 * 0.00 * 0.06 * 51092.93 * 14216.17 * 5390.90 * 6007.93 • ef3 * 93196 * 445.95 * 445.46 * 0.49 * 0.00 * 0.00 * 51094.38 * 14207.57 * 5398.05 * 6011.86 • ef3 * 93197 * 445.98 * 445.75 * 0.23 * 0.00 * 0.03 * 48110.62 * 18672.39 * 3917.00 * 6343.24 • ef3 * 93212 * 446.04 * 445.63 * 0.41 * 0.01 * 0.05 * 46728.60 * 20708.53 * 3262.87 * 4842.51 • ef3 * 93254.5 * Bridge * • ef3 * 93297 * 446.19 * 445.61 * 0.58 * 0.00 * 0.01 * 42901.42 * 24808.21 * 2990.37 * 4817.96 • ef3 * 93359 * 446.27 * 446.12 * 0.15 * 0.04 * 0.04 * 50631.20 * 17179.14 * 2889.66 * 6936.96 • ef3 * 93940 * 446.58 * 446.48 * 0.09 * 0.31 * 0.01 * 35403.42 * 16121.03 * 19175.55 * 10283.00 • ef3 * 97178 447.78 * 447.67 * 0.10 * 1.19 * 0.00 * 17891.78 * 13369.63 * 35238.59 * 9886.14 • ef3 * 97919 * 448.17 * 448.11 * 0.06 * 0.39 * 0.00 * 21945.68 * 8650.85 * 35903.47 * 9989.32 • ef3 * 98884 * 448.46 * 448.41 * 0.05 * 0.30 * 0.00 * 18401.46 * 8505.23 * 39593.32 * 8061.90 • ef3 * 99708 * 448.67 * 448.62 * 0.05 * 0.21 * 0.00 * 9026.57 * 8543.86 * 48929.57 * 8164.30 * • ef3 * 101428 448.87 * 448.82 * 0.05 * 0.20 * 0.00 * 3159.13 * 6814.12 * 56526.75 * 8143.78 * • ef3 * 102686 * 448.99 * 448.94 * 0.05 * 0.12 * 0.00 * 2669.54 * 6961.37 * 56869.09 * 7122.98 * • ef3 * 105167 * 449.73 * 449.58 * 0.16 * 0.71 * 0.03 * 4398.84 * 12083.40 * 40517.76 * 5782.33 * • ef3 * 105936 * 450.21 * 450.11 * 0.09 * 0.47 * 0.01 * 10286.12 * 11587.59 * 35126.29 * 5976.59 * • ef3 * 106657 * 450.54 * 450.41 * 0.13 * 0.32 * 0.01 * 9606.86 * 13619.15 * 33773.99 * 5725.23 * • ef3 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx * 107964 450.95 * 450.81 * 0.14 * 0.41 * 0.00 * 28065.38 * 9982.49 * 18952.13 * 4233.41 * Elm Fork of Trinity 100 -Year Regulatory Floodway HEC -RAS HEC -RAS September 1998 Version 2.2 U.S. Army Corp of Engineers Hydrologic Engineering Center 609 Second Street, Suite D Davis, California 95616 -4687 (916) 756 -1104 X X XXXXXX XXXX XXXX XX XXXX X X X X X X X X X X X X X X X X X X X XXXXXXX XXXX X XXX XXXX XXXXXX XXXX X X X X X X X X X X X X X X X X X X X X X XXXXXX XXXX X X X X XXXXX x+++ xxxxxxx+++ x+++ xxxxxxxxxxxx++++ x+++ xxxxxxxxxxxxxx + + + +x + + + +xxxxxxxxxxxxxxxx + ++ PROJECT DATA Project Title: Elm Fork ef3 Reduced Project File : EFef3R.prj Run Date and Time: 10/17/00 9:55:48 AM Project in English units Project Description: Elm Fork of the Trinity River reach ef3. This model reduced by NDM /BwH to include sections in the ef3 reach only. Please note that the 500 -year flow is only to be used with the 500 -year geometry file and the 10 -year through 100 -year flow file is only to be used with the 10 -year through 100 -year geometry file. xx xx++++ xxxxxxxxxx+++ xx+++++ xxxxxxxxxxxxxx++ + +x + + + +sxxxxxxxxxxxxxxxxxxx + + ++ PLAN DATA Plan Title: final Floodway plan Plan File : j: \Jobs \98102 \A \HH \RAS \EFef3R.p03 Geometry Title: 10, 50, and 100 Year Base Flood Plan Geometry File j: \Jobs \98102 \A \HH \RAS \EFef3R.g01 Flow Title Floodway Encroachment (100 -yr) discharges Flow File j: \Jobs \98102 \A \HH \RAS \EFef3R.f03 Plan Summary Information: Number of: Cross Sections = 23 Mulitple openings = 0 Culverts = 0 Inline Weirs = 0 Bridges = 1 Computational Information Water surface calculation tolerance = 0.01 Critical depth calculator tolerance = 0.01 Maximum number of interations = 20 Maximum difference tolerance = 0.3 Flow tolerance factor = 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: Between every coordinate point (HEC2 Style) Friction Slope Method: Program Selects Appropriate method Computational Flow Regime: Subcritical Flow Encroachment Data Equal Conveyance = True Left Offset = 0 Right Offset = 0 River = Main Stem Reach = ms RS Profile Method Valuel Value2 148136 Encroached 1 1054 4087 147469 Encroached 1 1060 3973 146724 Encroached 1 1054 3981 145967 Encroached 1 1138 4063 145193 Encroached 1 1048 3933 144312 Encroached 1 1051 3874 143400 Encroached 1 1049 3877 142652 Encroached 1 1052 3869 141789 Encroached 1 1050 3860 140940 Encroached 1 1047 3842 140840 Encroached 1 1049 3840 140734 Encroached 1 1049 3840 140733 Encroached 1 1050 3856 140690 Encroached 1 1050 3856 140647 Encroached 1 1050 3856 140646 Encroached 1 1053 3836 140548 Encroached 1 1053 3836 140448 Encroached 1 1047 3836 139569 Encroached 1 1046 3840 138809 Encroached 1 1051 3765 138046 Encroached 1 1053 3634 136927 Encroached 1 1052 3885 135899 Encroached 1 1048 3934 134952 Encroached 1 1048 3965 134855 Encroached 1 1048 3965 134854 Encroached 1 1047 3961 134826.5Encroached 1 1047 3961 134799 Encroached 1 1047 3961 134798 Encroached 1 1049 3961 134697 Encroached 1 1049 3961 133738 Encroached 1 1047 3805 132627 Encroached 1 1042 3587 131579 Encroached 1 1048 3547 130709 Encroached 1 1071 3508 129822 Encroached 1 1053 3476 129105 Encroached 1 1040 3455 128538 Encroached 1 1043 3432 128323 Encroached 1 1039 3424 128306.5Encroached 1 1039 3424 128291 Encroached 1 1039 3424 128290 Encroached 1 1039 3424 128027 Encroached 1 1056 3409 128010.5Encroached 1 1056 3409 127994 Encroached 1 1057 3409 127779 Encroached 1 1045 3404 127762.5Encroached 1 1045 3404 127747 Encroached 1 1045 3404 127746 Encroached 1 1045 3404 127155 Encroached 1 1044 3381 126428 Encroached 1 1046 3341 125703 Encroached 1 1043 3294 124626 Encroached 1 1043 3069 123861 Encroached 1 1042 2911 122961 Encroached 1 1041 2887 122886 Encroached 1 1041 2887 122885 Encroached 1 1050 2876 122860 Encroached 1 1050 2876 122835 Encroached 1 1050 2876 122834 Encroached 1 1050 2876 122760 Encroached 1 1050 2876 122206 Encroached 1 1040 2894 121723 Encroached 1 1044 3000 121639 Encroached 1 1044 3000 121638 Encroached 1 1045 2972 121623 Encroached 1 1045 2972 121608 Encroached 1 1045 2972 121607 Encroached 1 1045 2972 121517 Encroached 1 1045 2972 120831 Encroached 1 1042 2811 120765 Encroached 1 1042 2811 120764 Encroached 1 1041 2824 120729 Encroached 1 1041 2824 120694 Encroached 1 1042 2823 120693 Encroached 1 1042 2823 120629 Encroached 1 1042 2823 120192 Encroached 1 1045 2901 119518 Encroached 1 1045 2901 118782 Encroached 1 1044 2886 118703 Encroached 1 1040 2897 118702 Encroached 1 1042 2901 118657 Encroached 1 1042 2901 118612 Encroached 1 1042 2901 118611 Encroached 1 1042 2901 118533 Encroached 1 1042 2901 118000 Encroached 1 1035 2900 117294 Encroached 1 1041 2893 116766 Encroached 1 1038 2884 116314 Encroached 1 1041 2890 116243 Encroached 1 1041 2890 116242 Encroached 1 1040 2892 116214 Encroached 1 1040 2892 116186 Encroached 1 1041 2892 116185 Encroached 1 1040 2887 116111 Encroached 1 1040 2887 115764 Encroached 1 1043 2842 115763 Encroached 1 1037 2841 115706 Encroached 1 1037 2841 115705 Encroached 1 1043 2842 115633 Encroached 1 1043 2822 115038 Encroached 1 1039 2803 114641 Encroached 1 1035 2847 114572 Encroached 1 1036 2853 114571 Encroached 1 1032 2872 114541 Encroached 1 1032 2872 114511 Encroached 1 1032 2872 114510 Encroached 1 1037 2872 114457 Encroached 1 1035 2872 114243 Encroached 1 1033 2863 114183 Encroached 1 1033 2863 114182 Encroached 1 1030 2880 114149.5Encroached 1 1030 2880 114117 Encroached 1 1030 2880 114116 Encroached 1 1033 2881 114054 Encroached 1 1033 2882 113563 Encroached 1 1058 2882 112933 Encroached 1 1052 3009 112314 Encroached 1 1057 3033 111754 Encroached 1 1067 2873 111223 Encroached 1 1066 2861 110783 Encroached 1 1052 2899 110470 Encroached 1 1045 2985 110086 Encroached 1 1048 3041 110009 Encroached 1 1034 3045 110008 Encroached 1 1037 3131 109983 Encroached 1 1037 3131 109958 Encroached 1 1037 3131 109957 Encroached 1 1040 3131 109882 Encroached 1 1050 3120 109035 Encroached 1 1053 4005 108530 Encroached 1 1051 4030 108380 Encroached 1 1068 3949 108379 Encroached 1 1032 3949 108364 Encroached 1 1032 3949 108349 Encroached 1 1032 3949 108348 Encroached 1 1068 3949 108298 Encroached 1 1018 3894 108287 Encroached 1 1018 3894 108276 Encroached 1 1018 3894 107776 Encroached 1 1730 5669 107551 Encroached 1 2090 6720 106650 Encroached 1 2100 6369 105383 Encroached 1 1900 6490 105358 Encroached 1 1900 6490 105333 Encroached 1 1900 6490 104446 Encroached 1 1160 6600 103503 Encroached 1 1283 6516 103493 Encroached 1 1283 6516 103483 Encroached 1 1283 6503 101138 Encroached 1 1595 6232 99800 Encroached 1 2590 7513 98653 Encroached 1 2760 8184 98188 Encroached 1 2485 8231 97280 Encroached 1 1500 7795 96286 Encroached 1 1700 7800 95404 Encroached 1 2200 6900 91392 Encroached 1 2601 6500 90538 Encroached 1 3710 6452 90498 Encroached 1 3710 6452 90458 Encroached 1 3711 6452 89996 Encroached 1 3822 6988 89547 Encroached 1 4020 6960 89537 Encroached 1 4023 6957 89527 Encroached 1 4024 6956 88626 Encroached 1 4944 9690 87333 Encroached 1 14610 20433 85916 Encroached 1 13680 22289 84658 Encroached 1 10221 19229 83381 Encroached 1 10183 18758 82361 Encroached 1 1210 9024 81790 Encroached 1 1760 7874 81209 Encroached 1 3180 8376 80641 Encroached 1 3520 8937 80036 Encroached 1 4087 8707 79352 Encroached 1 3960 8505 78614 Encroached 1 3855 8290 77843 Encroached 1 3881 8850 76824 Encroached 1 3831 7820 75966 Encroached 1 3860 7650 75926 Encroached 1 3860 7650 75886 Encroached 1 3860 7650 75204 Encroached 1 3776 8549 74136 Encroached 1 3117 8490 73020 Encroached 1 3485 8870 71510 Encroached 1 3200 9000 69782 Encroached 1 3281 9345 68027 Encroached 66395 Encroached 63971 Encroached 62087 Encroached 60954 Encroached 59451 Encroached 58584 Encroached 56750 Encroached 55893 Encroached 55003 Encroached 54014 Encroached 53028 Encroached 52016 Encroached 51060 Encroached 50093 Encroached 50003 Encroached 49913 Encroached 48797 Encroached 44224 Encroached 42590 Encroached 40250 Encroached 37760 Encroached 36519 Encroached 35192 Encroached 32870 Encroached 32788 Encroached 32787 Encroached 32772 Encroached 32757 Encroached 32756 Encroached 32658 Encroached 30157 Encroached 29003 Encroached 27415 Encroached 25457 Encroached River = Elm Fork RS Profile 153328 Encroached 153221 Encroached 153206 Encroached 153192 Encroached 153191 Encroached 153092 Encroached 152100 Encroached 151320 Encroached 150592 Encroached 149594 Encroached 148723 Encroached 148101 Encroached 1 2231 7997 1 1135 6235 1 1000 6160 1 1126 5885 1 1212 6194 1 1125 6225 1 1040 6440 1 1250 6110 1 1130 5790 1 1251 6670 1 1705 8120 1 1154 7665 1 1162 8942 1 2306 7961 1 3087 5453 1 3087 5453 1 3087 5453 1 2293 7096 1 1410 6805 1 975 7374 1 1566 6735 1 1234 7370 1 1154 7430 1 1569 7470 1 10706 16600 1 10726 16237 1 10727 16237 1 10726 16237 1 10730 16237 1 10740 16237 1 10865 17157 1 11428 16290 1 12289 17185 1 11934 16980 1 1167 5865 Reach = ef6 Method Valuel Value2 1 9711 10052 1 9855 9990 1 9855 9990 1 9849 9997 1 9849 9997 1 9828 10079 1 2401 3450 1 3151 4667 1 3901 5940 1 4371 7780 1 5321 8940 1 5001 8560 River = Elm Fork Reach = ef5 RS Profile 147489 Encroached 147390 Encroached 147345 Encroached 147301 Encroached 147300 Encroached 147204 Encroached 146373 Encroached 144474 Encroached 143756 Encroached 142900 Encroached 141518 Encroached 139643 Encroached River = Elm Fork RS Profile 138514 Encroached 137878 Encroached 137352 Encroached 136149 Encroached 135370 Encroached 134538 Encroached 133634 Encroached 132656 Encroached 131998 Encroached 131532 Encroached 130977 Encroached 130377 Encroached 129689 Encroached 129048 Encroached 128259 Encroached 127686 Encroached 127374 Encroached 126819 Encroached 126818 Encroached 126293 Encroached 126292 Encroached 126232 Encroached 126172 Encroached 126171 Encroached River = Elm Fork RS Profile 125658 Encroached 124975 Encroached 123524 Encroached 122944 Encroached 122844 Encroached 122744 Encroached 120752 Encroached 119714 Encroached 118732 Encroached Method Valuel Value2 1 6106 9573 1 6107 10464 1 6107 10464 1 6107 10464 1 6107 10464 1 6250 10700 1 8400 13200 1 10250 14728 1 10270 14470 1 8900 12800 1 5950 9200 1 6308 8400 Reach = ef4 Method Valuel Value2 1 7225 7428 1 7338 7660 1 7317 7644 1 6229 6495 1 5421 5999 1 5060 5641 1 4300 4977 1 1856 2400 1 1036 1313 1 1719 2083 1 1419 1669 1 1042 1696 1 1046 1673 1 1042 1680 1 1045 2000 1 1036 1673 1 1042 1636 1 1044 1665 1 1044 1665 1 1047 1651 1 1042 1545 1 1042 1545 1 1042 1545 1 1049 1651 Reach = ef3 Method Valuel Value2 1 1042 3914 1 1047 4275 1 1040 4870 1 1015 5180 1 1015 5180 1 1015 5180 1 994 5570 1 1073 4910 1 4000 10720 116381 Encroached 1 5000 11690 113864 Encroached 1 7000 12740 112732 Encroached 1 7381 12277 112627 Encroached 1 7520 12180 112622 Encroached 1 7520 12180 112617 Encroached 1 7520 12180 112494 Encroached 1 7372 12076 111934 Encroached 1 5802 10236 110572 Encroached 1 2860 7482 110475 Encroached 1 2721 6867 110455 Encroached 1 2721 6865 110435 Encroached 1 2722 6863 110385 Encroached 1 2752 7152 110323 Encroached 1 2752 7152 110261 Encroached 1 2752 7152 110214 Encroached 1 2610 7140 110194 Encroached 1 2609 7140 110174 Encroached 1 2609 7140 110074 Encroached 1 2606 7144 109445 Encroached 1 1063 5132 107964 Encroached 1 1054 5271 106657 Encroached 1 990 6549 105936 Encroached 1 1590 6925 105167 Encroached 1 2350 7522 102686 Encroached 1 1830 7154 101428 Encroached 1 2198 8997 99708 Encroached 1 2243 9741 98884 Encroached 1 3149 9979 97919 Encroached 1 4370 10300 97178 Encroached 1 5352 9950 93940 Encroached 1 7026 9126 93359 Encroached 1 8000 9060 93297 Encroached 1 8064 9082 93254.5 Encroached 1 8064 9082 93212 Encroached 1 8064 9082 93197 Encroached 1 8100 9100 93196 Encroached 1 8100 9100 93191 Encroached 1 8100 9100 93190 Encroached 1 8215 9118 93141 Encroached 1 8290 9117 92351 Encroached 1 7664 8919 91530 Encroached 1 7450 9696 90532 Encroached 1 7530 10149 89694 Encroached 1 7700 10330 88712 Encroached 1 7800 10950 87645 Encroached 1 6920 12160 87541 Encroached 1 4931 10320 87531 Encroached 1 4931 10320 87522 Encroached 1 4931 10320 87521 Encroached 1 4930 10320 87428 Encroached 1 4936 10141 87383 Encroached 1 4936 10141 87339 Encroached 1 4936 10140 87338 Encroached 1 4936 10134 87191 Encroached 1 5010 10200 86793 Encroached 1 5020 9920 86107 Encroached 1 4810 8603 84959 Encroached 1 2251 6748 84436 Encroached 1 1044 5113 83530 Encroached 1 1037 5021 82762 Encroached 1 1037 4940 81848 Encroached 1 1036 4862 80579 Encroached 1 1038 4779 78187 Encroached 1 1038 4320 76475 Encroached 1 1035 4304 72713 Encroached 1 1037 4229 71682 Encroached 1 1037 4163 70593 Encroached 1 1051 4068 69701 Encroached 1 1246 3854 68705 Encroached 1 1250 3456 67474 Encroached 1 1550 3018 67364 Encroached 1 1578 2924 67314 Encroached 1 1578 2924 67265 Encroached 1 1579 2923 67264 Encroached 1 1579 2923 67169 Encroached 1 1542 2891 66159 Encroached 1 1046 2873 65313 Encroached 1 1041 2973 64617 Encroached 1 1166 3093 64495 Encroached 1 3763 5617 64450 Encroached 1 3763 5617 64406 Encroached 1 3763 5617 64405 Encroached 1 3763 5617 64285 Encroached 1 3763 5616 64240 Encroached 1 3763 5616 64196 Encroached 1 3764 5616 64195 Encroached 1 3764 5616 64104 Encroached 1 3601 5659 63381 Encroached 1 3511 5935 62351 Encroached 1 3179 5218 61203 Encroached 1 3045 4050 60810 Encroached 1 2852 3950 59960 Encroached 1 2685 4070 59073 Encroached 1 3180 4630 58654 Encroached 1 3621 4760 58612 Encroached 1 3660 4720 58572 Encroached 1 3660 4720 58532 Encroached 1 3661 4720 58429 Encroached 1 3550 4780 58046 Encroached 1 3220 5000 57195 Encroached 1 2400 5250 55696 Encroached 1 1770 5260 54985 Encroached 1 1390 5250 54233 Encroached 1 1270 5430 53292 Encroached 52394 Encroached 51512 Encroached 50753 Encroached 49916 Encroached River = Elm Fork RS Profile 48911 Encroached 48801 Encroached 48756 Encroached 48712 Encroached 48711 Encroached 48610 Encroached 47791 Encroached 44345 Encroached 44300 Encroached 44299 Encroached 44294 Encroached 44293 Encroached 44243 Encroached 43144 Encroached 43019 Encroached 43005.5 Encroached 42993 Encroached 42992 Encroached 42882 Encroached 40767 Encroached 39820 Encroached 37450 Encroached 37317 Encroached 37307 Encroached 37298 Encroached 37297 Encroached 37169 Encroached 36107 Encroached 34320 Encroached 34205 Encroached 34191.5 Encroached 34179 Encroached 34178 Encroached 34078 Encroached 32748 Encroached River = Elm Fork RS Profile 31605 Encroached 30755 Encroached 29539 Encroached 29438 Encroached 29378.5 Encroached 29320 Encroached 1 1280 5393 1 1350 5170 1 1360 4539 1 1300 4483 1 1450 4453 Reach = ef2 Method Valuel Value2 1 2292 4811 1 2320 4793 1 2332 4772 1 2320 4793 1 2323 4780 1 2292 4810 1 2265 4978 1 1350 4512 1 1350 4467 1 1350 4455 1 1350 4455 1 1350 4463 1 1350 4462 1 1950 4286 1 1950 4290 1 1950 4277 1 1950 4290 1 1950 4286 1 1950 4332 1 2350 4715 1 2500 5357 1 1769 4790 1 1810 4790 1 1810 4790 1 1810 4790 1 1810 4790 1 1850 4790 1 1900 4583 1 2140 5240 1 2210 5350 1 2210 5350 1 2210 5350 1 2190 5350 1 2300 5410 1 3250 6420 Reach = efl Method Valuel Value2 1 3330 6660 1 3700 6496 1 4400 6218 1 4350 6113 1 4350 6113 1 4350 6112 29319 Encroached 1 4350 6112 29170 Encroached 1 5850 7580 28770 Encroached 1 5400 7156 28109 Encroached 1 4890 6826 27249 Encroached 1 4250 6520 26342 Encroached 1 3220 5630 25248 Encroached 1 2790 5454 24534 Encroached 1 2680 5286 23574 Encroached 1 2470 5031 22649 Encroached 1 2400 4746 22546 Encroached 1 2440 4758 22501 Encroached 1 2440 4758 22457 Encroached 1 2440 4758 22456 Encroached 1 2441 4758 22356 Encroached 1 2400 4682 21333 Encroached 1 2380 4889 20480 Encroached 1 1850 5021 19477 Encroached 1 1701 5178 18621 Encroached 1 2351 5585 18577 Encroached 1 2351 5585 18576 Encroached 1 2401 5602 18571 Encroached 1 2401 5602 18570 Encroached 1 2451 5619 18521 Encroached 1 2451 5619 17615 Encroached 1 1140 3610 16649 Encroached 1 1058 2659 15678 Encroached 1 1053 2534 14648 Encroached 1 1049 2508 14545 Encroached 1 1049 2508 14544 Encroached 1 1053 2507 14478 Encroached 1 1053 2507 14411 Encroached 1 1054 2508 14317 Encroached 1 1054 2508 14062 Encroached 1 1061 2510 13962 Encroached 1 1062 2510 13961 Encroached 1 1055 2511 13941 Encroached 1 1055 2511 13940 Encroached 1 1055 2510 13842 Encroached 1 1055 2510 13293 Encroached 1 1044 2520 12658 Encroached 1 1055 2750 11576 Encroached 1 1052 2575 10532 Encroached 1 1059 2533 9594 Encroached 1 1048 2596 8599 Encroached 1 1051 2684 7829 Encroached 1 1050 2800 7355 Encroached 1 1122 3199 6783 Encroached 1 1056 2619 6689 Encroached 1 1055 2496 6678 Encroached 1 1055 2496 6668 Encroached 1 1055 2496 6667 Encroached 1 1055 2520 6563 Encroached 1 1055 2520 5965 Encroached 1 1051 2580 5438 Encroached 1 1059 2550 4925 Encroached 1 1053 2500 4826 Encroached 1 1044 2497 4792.5 Encroached 1 1044 2497 4760 Encroached 1 1044 2497 4759 Encroached 1 1062 2580 4653 Encroached 1 1062 2580 4076 Encroached 1 1046 2830 3295 Encroached 1 1062 2739 3190 Encroached 1 1033 2747 3154 Encroached 1 1033 2747 3119 Encroached 1 1033 2747 3118 Encroached 1 1033 2747 3013 Encroached 1 1060 2750 River = Elm Fork Split2 Reach = efs2 RS Profile Method Valuel Value2 132950 Encroached 1 1180 1750 132780 Encroached 1 1200 1700 132538 Encroached 1 8980 9700 131838 Encroached 1 8882 9935 131168 Encroached 1 9090 10250 130418 Encroached 1 9050 10200 129848 Encroached 1 9100 10300 129258 Encroached 1 9150 10400 128738 Encroached 1 9610 10800 128188 Encroached 1 6074 7300 127678 Encroached 1 4150 4960 127248 Encroached 1 3050 3631 126818 Encroached 1 2440 3060 126293 Encroached 1 1926 2224 126292 Encroached 1 1926 2229 126232 Encroached 1 1926 2229 126172 Encroached 1 1926 2229 126171 Encroached 1 1926 2224 River = Clear Fork Reach = cf RS Profile Method Valuel Value2 65616 Encroached 1 4135 4301 65344 Encroached 1 4102 4291 64380 Encroached 1 3339 3525 62953 Encroached 1 2188 2319 62405 Encroached 1 2497 2654 61472 Encroached 1 2349 2530 60451 Encroached 1 2480 2665 58850 Encroached 1 3874 4009 57021 Encroached 1 3036 3292 54806 Encroached 1 3861 4113 53901 Encroached 1 3260 3431 53352 Encroached 1 3430 3590 52242 Encroached 1 3357 3724 52192 Encroached 1 3358 3724 52140 Encroached 1 3358 3724 51599 Encroached 1 3167 3312 50598 Encroached 1 2566 2689 49420 Encroached 1 3014 3166 46736 Encroached 1 4508 4658 46611 Encroached 1 1347 1486 46610 Encroached 1 1347 1486 46550 Encroached 1 1347 1486 46490 Encroached 1 1347 1486 46489 Encroached 1 1347 1486 46175 Encroached 1 4078 4295 45544 Encroached 1 4064 4233 45015 Encroached 1 4044 4167 44342 Encroached 1 3441 3598 43324 Encroached 1 3396 3515 41045 Encroached 1 1415 1572 40178 Encroached 1 2207 2479 40064 Encroached 1 1155 1473 40020.5 Encroached 1 1156 1473 39977 Encroached 1 1158 1473 39879 Encroached 1 2228 2623 39380 Encroached 1 3545 3800 39101 Encroached 1 3495 3745 39068 Encroached 1 3502 3739 39056 Encroached 1 3505 3736 39023 Encroached 1 3511 3731 38738 Encroached 1 3620 3831 38091 Encroached 1 3674 3929 37449 Encroached 1 3652 3955 36466 Encroached 1 3510 3770 35969 Encroached 1 3263 3503 35519 Encroached 1 2815 3076 35076 Encroached 1 2795 3080 35016 Encroached 1 2783 3056 34957 Encroached 1 2766 3041 34915 Encroached 1 2696 2927 34896.5 Encroached 1 2696 2925 34878 Encroached 1 2696 2925 34846 Encroached 1 2615 2835 34830 Encroached 1 2615 2835 34814 Encroached 1 2615 2835 34699 Encroached 1 2700 2956 34116 Encroached 1 2666 2893 33577 Encroached 1 2822 3046 32940 Encroached 1 1965 2193 32371 Encroached 1 1626 1858 31770 Encroached 1 1179 1412 30913 Encroached 1 1076 1304 30174 Encroached 1 4245 4476 29663 Encroached 1 4340 4571 29638 Encroached 1 4350 4561 29613 Encroached 1 4345 4566 29535 Encroached 1 4331 4553 29485 Encroached 1 4332 4552 29435 Encroached 1 4332 4552 28689 Encroached 1 4058 4274 27364 Encroached 1 3640 3860 26300 Encroached 1 2859 3085 25421 Encroached 1 2059 2296 25371 Encroached 1 2028 2265 25321 Encroached 1 1998 2230 24456 Encroached 1 1599 1832 24355 Encroached 1 1431 1673 24326 Encroached 1 1432 1673 24298 Encroached 1 1432 1673 24297 Encroached 1 1432 1673 24198 Encroached 1 1621 1852 23535 Encroached 1 1564 1787 22604 Encroached 1 1314 1543 21844 Encroached 1 1360 1593 21329 Encroached 1 1391 1632 21279 Encroached 1 1392 1631 21239 Encroached 1 1391 1632 20351 Encroached 1 1474 1728 19645 Encroached 1 1536 1791 18867 Encroached 1 1921 2162 18275 Encroached 1 2333 2588 17746 Encroached 1 2474 2760 17302 Encroached 1 2630 3273 17206 Encroached 1 2739 3002 17183.5 Encroached 1 2739 3002 17162 Encroached 1 2739 3002 17161 Encroached 1 2739 3002 17057 Encroached 1 2823 3051 16746 Encroached 1 2768 3043 16547 Encroached 1 3097 3350 16268 Encroached 1 2893 3234 16161 Encroached 1 2937 3230 16140 Encroached 1 2937 3230 16120 Encroached 1 2937 3230 16100 Encroached 1 1175 1493 16077.5 Encroached 1 1175 1493 16054 Encroached 1 1175 1493 15948 Encroached 1 3005 3398 15613 Encroached 1 1034 1297 15442 Encroached 1 1036 1298 14949 Encroached 1 1036 1298 14297 Encroached 1 1032 1297 13396 Encroached 1 1268 1524 13386 Encroached 1 1268 1524 13381 Encroached 1 1268 1523 13376 Encroached 1 1268 1523 12988 Encroached 1 1748 1980 12867 Encroached 1 1154 1422 12886 Encroached 1 1154 1422 12826 Encroached 1 1154 1422 12766 Encroached 1 1154 1422 12765 Encroached 1 1154 1422 12719 Encroached 1 1106 1376 12703.5 Encroached 1 1106 1376 12688 Encroached 1 1106 1375 12665 Encroached 1 1736 2009 12626 Encroached 1 1734 2009 12616 Encroached 1 1734 2009 12565 Encroached 1 1712 1963 12541 Encroached 1 1713 1962 12411 Encroached 1 1608 1853 12313 Encroached 1 1121 1365 12287 Encroached 1 1121 1365 12262 Encroached 1 1121 1365 12261 Encroached 1 1121 1365 12131 Encroached 1 1405 1652 12130 Encroached 1 1405 1652 12075 Encroached 1 1405 1652 12020 Encroached 1 1406 1652 12019 Encroached 1 1406 1652 11918 Encroached 1 1538 1779 11006 Encroached 1 1748 2005 10956 Encroached 1 1783 2039 10906 Encroached 1 1813 2078 10175 Encroached 1 2423 2684 9614 Encroached 1 2360 2625 9566 Encroached 1 2331 2588 9515 Encroached 1 2276 2536 9045 Encroached 1 2170 2424 8293 Encroached 1 2283 2502 8243 Encroached 1 2285 2499 8200 Encroached 1 2322 2531 8189 Encroached 1 2322 2531 8179 Encroached 1 2322 2531 8178 Encroached 1 2322 2531 8073 Encroached 1 2263 2482 7400 Encroached 1 1985 2216 6757 Encroached 1 2000 2340 6707 Encroached 1 1940 2300 6656 Encroached 1 1880 2240 6258 Encroached 1 2285 2670 6158 Encroached 1 1977 2317 6129.5 Encroached 1 1977 2317 6102 Encroached 1 1977 2317 6101 Encroached 1 1977 2317 5990 Encroached 1 1985 2335 5170 Encroached 1 1338 1606 4535 Encroached 1 1286 1558 4433 Encroached 1 1305 1532 4402 Encroached 1 1305 1532 4372 Encroached 1 1305 1532 4371 Encroached 1 1305 1532 4267 Encroached 1 1289 1547 3423 Encroached 1 1384 1568 2249 Encroached 1 1252 1470 1605 Encroached 1 1130 1369 1499 Encroached 1 1094 1329 1463 Encroached 1 1094 1329 1428 Encroached 1 1094 1329 1427 Encroached 1 1094 1329 1324 Encroached 1 1099 1355 935 Encroached 1 1158 1373 489 Encroached 1 1205 1435 483 Encroached 1 1205 1435 477 Encroached 1 1205 1435 River = West Fork Reach = wf4 RS Profile Method Valuel Value2 306246 Encroached 1 1470 2340 305256 Encroached 1 1200 1929 304259 Encroached 1 1180 1880 304214 Encroached 1 1180 1880 304213 Encroached 1 1200 1880 304208 Encroached 1 1200 1880 304207 Encroached 1 1100 1581 304157 Encroached 1 1100 1581 303421 Encroached 1 1150 2200 302041 Encroached 1 1050 2150 301177 Encroached 1 1070 2000 300218 Encroached 1 1101 2250 299590 Encroached 1 1110 2490 299546 Encroached 1 1110 2490 299545 Encroached 1 1160 2280 299540 Encroached 1 1160 2280 299539 Encroached 1 1220 2320 299489 Encroached 1 1220 2320 298645 Encroached 1 1107 2120 298300 Encroached 1 1411 2100 298260 Encroached 1 1416 2100 298259 Encroached 1 1420 2050 298249 Encroached 1 1420 2050 298248 Encroached 1 1420 2000 298198 Encroached 1 1420 2000 297822 Encroached 1 1051 1400 297265 Encroached 1 1100 1450 297146 Encroached 1 1023 1267 297126.5Encroached 1 1023 1267 297107 Encroached 1 1023 1267 296992 Encroached 1 1057 1420 296125 Encroached 1 1042 1498 295195 Encroached 1 1038 1434 294211 Encroached 1 1035 1417 293744 Encroached 1 1045 1840 293642 Encroached 1 1024 1257 293621 Encroached 1 1024 1257 293600 Encroached 1 1025 1257 293499 Encroached 1 1038 1760 292711 Encroached 1 1042 1303 291834 Encroached 1 1038 1304 291282 Encroached 1 1036 2154 290271 Encroached 1 1036 1343 289479 Encroached 1 1072 1362 289442 Encroached 1 1074 1362 289441 Encroached 1 1041 1363 289429 Encroached 1 1041 1363 289428 Encroached 1 1055 1355 289379 Encroached 1 1055 1355 289313 Encroached 1 1038 1251 289274.5Encroached 1 1038 1251 289236 Encroached 1 1038 1251 289136 Encroached 1 1297 1591 288475 Encroached 1 1423 1694 287615 Encroached 1 2507 2850 286976 Encroached 1 1069 1339 286880 Encroached 1 1026 1242 286844 Encroached 1 1026 1242 286808 Encroached 1 1026 1242 286710 Encroached 1 1054 1345 285970 Encroached 1 1039 1346 284944 Encroached 1 1036 1349 283853 Encroached 1 1083 1351 283400 Encroached 1 1362 1582 282801 Encroached 1 2173 2430 281871 Encroached 1 1909 2250 281832 Encroached 1 1909 2250 281831 Encroached 1 1942 2490 281821 Encroached 1 1942 2300 281820 Encroached 1 1983 2486 281771 Encroached 1 1983 2350 281199 Encroached 1 1721 1987 280042 Encroached 1 2108 2395 219002 Encroached 1 1460 1778 278130 Encroached 1 1271 1713 277391 Encroached 1 1442 1763 276853 Encroached 1 1036 1588 276692 Encroached 1 1044 1454 276627 Encroached 1 1044 1454 276562 Encroached 1 1044 1454 276325 Encroached 1 1046 1352 275969 Encroached 1 1045 1359 275461 Encroached 1 1044 1388 274754 Encroached 1 1036 1550 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 { 273902 Encroached 1 1043 1605 273102 Encroached 1 1051 1623 272377 Encroached 1 1032 1618 271794 Encroached 1 1038 1628 271402 Encroached 1 1027 1659 270730 Encroached 1 1046 2116 270249 Encroached 1 3150 4190 269743 Encroached 1 2200 3490 269070 Encroached 1 2100 2915 268190 Encroached 1 1600 2445 267221 Encroached 1 1550 2331 266213 Encroached 1 1950 3345 264804 Encroached 1 2000 4006 263531 Encroached 1 2000 3685 262705 Encroached 1 2000 3590 262599 Encroached 1 1900 3440 262548 Encroached 1 1900 3440 262497 Encroached 1 1900 3440 262394 Encroached 1 1950 3266 261002 Encroached 1 1502 2591 260385 Encroached 1 1840 2762 259657 Encroached 1 2760 3065 259538 Encroached 1 1022 1335 259500.5Encroached 1 1022 1335 259463 Encroached 1 1022 1335 259337 Encroached 1 2901 3343 259003 Encroached 1 2201 2832 258678 Encroached 1 2452 3158 258103 Encroached 1 1130 1900 257654 Encroached 1 1082 1644 257557 Encroached 1 1020 1585 257546 Encroached 1 1020 1585 257536 Encroached 1 1020 1585 257535 Encroached 1 1020 1585 257426 Encroached 1 1075 1645 257010 Encroached 1 1066 1557 256107 Encroached 1 1055 1490 255442 Encroached 1 1047 1570 River = West Fork Reach = wf3 RS Profile Method Valuel Value2 254346 Encroached 1 1049 1789 254165 Encroached 1 1086 1480 254124 Encroached 1 1075 1327 254123 Encroached 1 1075 1327 254118 Encroached 1 1075 1327 254113 Encroached 1 1075 1327 254112 Encroached 1 1075 1327 254060 Encroached 1 1070 1356 253803 Encroached 1 1058 1339 253414 Encroached 1 1125 1390 253302 Encroached 1 1122 1430 253301 Encroached 1 1125 1424 253241 Encroached 1 1126 1422 253240 Encroached 1 1125 1424 253140 Encroached 1 1152 1437 252603 Encroached 1 1176 1531 252218 Encroached 1 1252 1646 252091 Encroached 1 1366 1690 252042 Encroached 1 1371 1690 252041 Encroached 1 1371 1690 252010 Encroached 1 1427 1739 251976 Encroached 1 1427 1738 251970 Encroached 1 1428 1737 250903 Encroached 1 1304 1690 249891 Encroached 1 1331 1726 248861 Encroached 1 1211 1716 247957 Encroached 1 1146 1465 247307 Encroached 1 1116 1872 247207 Encroached 1 1091 1784 247173 Encroached 1 1091 1784 247172 Encroached 1 1090 1772 247157 Encroached 1 1090 1772 247156 Encroached 1 1087 1774 247106 Encroached 1 1087 1774 245960 Encroached 1 1140 1481 244898 Encroached 1 1122 1472 244798 Encroached 1 1077 1409 244797 Encroached 1 1077 1409 244766.5Encroached 1 1078 1409 244736 Encroached 1 1079 1409 244735 Encroached 1 1079 1409 244635 Encroached 1 1150 1454 243785 Encroached 1 1187 1508 243471 Encroached 1 2154 2492 242813 Encroached 1 2558 2872 242451 Encroached 1 1850 2330 242363 Encroached 1 1000 1334 242340.5Encroached 1 1000 1334 242318 Encroached 1 1000 1334 242259 Encroached 1 1064 2250 242222 Encroached 1 2631 3859 242121 Encroached 1 1143 2450 242120 Encroached 1 1143 2280 242110 Encroached 1 1143 2280 242100 Encroached 1 1143 2279 242099 Encroached 1 1143 2450 241948 Encroached 1 1000 2133 241947 Encroached 1 1000 2133 241937 Encroached 1 1000 2133 241927 Encroached 1 1000 2133 241926 Encroached 1 1000 2133 241839 Encroached 1 1005 2100 241838 Encroached 1 1005 2100 241825 Encroached 1 1005 2100 241812 Encroached 1 1005 2100 241811 Encroached 1 1005 2100 241708 Encroached 1 2801 4027 241255 Encroached 1 3474 4479 240517 Encroached 1 3599 4338 239744 Encroached 1 3240 3889 239369 Encroached 1 3290 3799 239262 Encroached 1 1067 1455 239261 Encroached 1 1067 1455 239229.5Encroached 1 1067 1455 239198 Encroached 1 1069 1455 239197 Encroached 1 1069 1455 239095 Encroached 1 3420 3781 238751 Encroached 1 3410 3907 238508 Encroached 1 2667 3679 238412 Encroached 1 1003 1887 238411 Encroached 1 1003 1887 238401 Encroached 1 1003 1887 238391 Encroached 1 1003 1886 238390 Encroached 1 1003 1886 238288 Encroached 1 2793 3700 237615 Encroached 1 1187 2155 236729 Encroached 1 1180 2045 235522 Encroached 1 2935 3569 235413 Encroached 1 1101 1796 235412 Encroached 1 1102 1796 235354.5Encroached 1 1102 1796 235297 Encroached 1 1111 1796 235296 Encroached 1 1111 1796 235192 Encroached 1 3190 3782 234851 Encroached 1 1262 2218 233994 Encroached 1 1150 2053 233091 Encroached 1 1324 2072 232217 Encroached 1 1187 1874 231452 Encroached 1 1816 2409 231341 Encroached 1 1000 1714 231340 Encroached 1 1000 1714 231316 Encroached 1 1000 1713 231292 Encroached 1 1000 1712 231291 Encroached 1 1000 1712 231242 Encroached 1 1913 2523 231188 Encroached 1 1820 2433 231101 Encroached 1 1020 1663 231100 Encroached 1 1020 1663 231025 Encroached 1 1020 1663 230950 Encroached 1 1020 1663 230949 Encroached 1 1020 1663 230852 Encroached 1 1608 2230 230254 Encroached 1 1354 1824 229630 Encroached 1 2119 2550 229527 Encroached 1 1056 1511 229526 Encroached 1 1056 1511 229494.5Encroached 1 1056 1511 229463 Encroached 1 1057 1511 229462 Encroached 1 1057 1511 229360 Encroached 1 1980 2555 22B755 Encroached 1 1505 2103 228208 Encroached 1 2665 3397 228106 Encroached 1 1030 1739 228105 Encroached 1 1030 1739 228095 Encroached 1 1030 1739 228085 Encroached 1 1030 1739 228084 Encroached 1 1030 1739 227980 Encroached 1 2476 3322 227288 Encroached 1 2801 3437 226962 Encroached 1 2950 3736 225923 Encroached 1 3150 4338 225658 Encroached 1 3280 4423 225271 Encroached 1 3250 4799 224594 Encroached 1 3100 4354 223820 Encroached 1 3050 4680 223377 Encroached 1 2750 4100 223089 Encroached 1 2650 4036 222998 Encroached 1 2610 3960 222947 Encroached 1 2610 3960 222897 Encroached 1 2610 3960 222896 Encroached 1 2610 3960 222789 Encroached 1 2340 3780 222503 Encroached 1 3850 5420 221650 Encroached 1 3750 5200 221044 Encroached 1 3650 4920 220594 Encroached 1 3500 4825 219536 Encroached 1 3560 4660 218677 Encroached 1 3440 5100 218560 Encroached 1 3230 4937 218528 Encroached 1 3230 4937 218496 Encroached 1 3230 4937 218384 Encroached 1 3000 4889 217369 Encroached 1 3030 5030 215762 Encroached 1 3030 5380 214946 Encroached 1 2720 5751 214788 Encroached 1 2340 5550 213435 Encroached 1 2040 5740 212018 Encroached 1 2520 6520 211133 Encroached 1 2170 6300 210514 Encroached 1 2180 6300 209960 Encroached 1 2420 6350 209288 Encroached 1 2568 6038 208797 Encroached 1 2585 6087 206439 Encroached 1 2665 6040 206340 Encroached 1 2704 5995 206327 Encroached 1 2709 5995 206314 Encroached 1 2714 5995 206218 Encroached 1 2752 6042 205240 Encroached 1 3804 6490 204336 Encroached 1 1129 4640 199816 Encroached 1 1310 5730 198174 Encroached 1 1750 4650 196680 Encroached 1 3007 6030 195526 Encroached 1 3050 6930 195089 Encroached 1 3400 7316 193960 Encroached 1 3879 7429 193550 Encroached 1 3750 7159 193090 Encroached 1 4125 7595 192756 Encroached 1 4135 7651 191625 Encroached 1 4250 7900 190850 Encroached 1 4390 7950 190456 Encroached 1 4390 7970 190275 Encroached 1 4340 7845 190115 Encroached 1 4388 7850 189901 Encroached 1 4400 8000 189097 Encroached 1 4410 7500 168241 Encroached 1 4450 7175 187647 Encroached 1 5629 6605 187126 Encroached 1 5290 6651 187080 Encroached 1 5190 6543 187076 Encroached 1 5190 6543 187075 Encroached 1 5270 6513 187025 Encroached 1 5270 6513 185909 Encroached 1 3326 6729 185387 Encroached 1 5440 7046 184495 Encroached 1 6430 6993 183709 Encroached 1 6800 7319 183096 Encroached 1 6850 7386 182146 Encroached 1 6850 7357 181521 Encroached 1 7360 7843 181479 Encroached 1 7420 7893 181475 Encroached 1 7420 7893 181471 Encroached 1 7460 7893 181367 Encroached 1 7472 7938 181326 Encroached 1 7472 7938 181285 Encroached 1 7472 7938 181265 Encroached 1 7600 8046 180455 Encroached 1 7550 8930 179075 Encroached 1 7520 9370 178664 Encroached 1 7800 9560 178479 Encroached 1 1008 2844 178428 Encroached 1 1008 2844 178377 Encroached 1 1008 2844 178263 Encroached 1 7651 9679 177485 Encroached 1 7561 9420 176313 Encroached 1 7541 9260 171900 Encroached 1 5480 8400 165243 Encroached 1 4970 8230 162435 Encroached 1 6200 8540 161634 Encroached 1 6000 8915 160878 Encroached 1 6350 8950 158061 Encroached 1 6420 10040 155714 Encroached 1 6401 9820 154527 Encroached 1 6481 9900 154445 Encroached 1 6350 9850 154444 Encroached 1 6350 9850 154424 Encroached 1 6350 9850 154404 Encroached 1 6350 9850 154403 Encroached 1 6300 9800 154301 Encroached 1 6300 9800 153293 Encroached 1 5550 10120 151932 Encroached 1 5850 11840 151136 Encroached 1 5450 12290 150374 Encroached 1 5250 12400 149202 Encroached 1 3650 12180 148663 Encroached 1 3160 12070 148106 Encroached 1 2760 11960 147512 Encroached 1 1750 12150 144480 Encroached 4 .5 142669 Encroached 4 •5 140885 Encroached 4 .5 138208 Encroached 4 .5 136930 Encroached 4 .5 133499 Encroached 4 .5 133413 Encroached 4 .5 133412 Encroached 4 .5 133391 Encroached 4 .5 133370 Encroached 4 .5 133369 Encroached 4 .5 133290 Encroached 4 .5 131467 Encroached 4 •5 130918 Encroached 4 .5 130407 Encroached 4 .5 127989 Encroached 4 .5 127889 Encroached 4 .5 127888 Encroached 4 .5 127880.5Encroached 4 .5 127873 Encroached 4 .5 127872 Encroached 4 .5 127781 Encroached 4 .5 126400 Encroached 1 1150 6933 125562 Encroached 1 1900 6285 125016 Encroached 1 1900 5500 123744 Encroached 1 2340 5543 122858 Encroached 1 2550 5735 122304 Encroached 1 2750 5926 121401 Encroached 1 3120 6357 120930 Encroached 1 3210 6374 120428 Encroached 1 3340 6550 119740 Encroached 1 3380 6012 116369 Encroached 1 4130 6386 116053 Encroached 1 4804 8224 112574 Encroached 1 4951 8270 111679 Encroached 1 4951 8500 109616 Encroached 1 5069 9629 109509 Encroached 1 5001 9531 109468 Encroached 1 5001 9530 109427 Encroached 1 5001 9530 109328 Encroached 1 5001 9529 109000 Encroached 1 5220 9530 108609 Encroached 1 5300 9600 108112 Encroached 1 4661 9817 106934 Encroached 1 2831 9943 104211 Encroached 1 4920 10636 102743 Encroached 1 2920 8869 101623 Encroached 1 2870 8600 100038 Encroached 1 2850 8504 97918 Encroached 1 2950 7727 96104 Encroached 1 2882 6708 94908 Encroached 1 2802 7247 92941 Encroached 1 2726 6983 91637 Encroached 1 _ 2861 7609 89053 Encroached 1 2827 7396 88045 Encroached 1 2636 6474 86951 Encroached 1 2316 6139 84548 Encroached 1 1582 5626 83836 Encroached 1 1652 5988 82018 Encroached 1 1780 5928 81130 Encroached 1 2100 6038 81004 Encroached 1 2500 6162 81003 Encroached 1 2500 6162 80958 Encroached 1 2500 6162 80913 Encroached 1 2500 6161 80912 Encroached 1 2470 6134 80816 Encroached 1 2470 6118 78299 Encroached 1 2100 5617 78195 Encroached 1 2300 5570 78194 Encroached 1 2300 5705 78189 Encroached 1 2300 5705 78184 Encroached 1 2300 5705 78183 Encroached 1 2300 5705 78083 Encroached 1 2263 5575 74891 Encroached 1 1232 4264 73634 Encroached 1 1509 3954 71246 Encroached 1 1222 3409 70006 Encroached 1 1413 3490 69186 Encroached 1 2799 4672 68329 Encroached 1 2831 4541 67543 Encroached 1 2503 4096 66515 Encroached 1 2454 3847 66037 Encroached 1 2458 3802 63507 Encroached 1 2401 4107 61344 Encroached 1 2509 4204 61239 Encroached 1 2258 4300 61238 Encroached 1 2200 3940 61198 Encroached 1 2200 3939 61158 Encroached 1 2200 3938 61157 Encroached 1 2071 3964 61054 Encroached 1 2302 3876 60480 Encroached 1 3330 5110 59680 Encroached 1 3638 6053 58337 Encroached 1 4053 7396 57099 Encroached 1 6573 9544 55761 Encroached 1 9505 12139 53730 Encroached 1 5966 11468 52592 Encroached 4 1 51481 Encroached 4 1 50225 Encroached 4 1 49477 Encroached 1 3081 14937 River = West Fork Reach = wf2 RS Profile Method Valuel Value2 46329 Encroached 1 12180 15517 45296 Encroached 1 7092 9864 44427 Encroached 1 13918 16362 44330 Encroached 1 13909 16262 44291.5 Encroached 1 13909 16261 44253 Encroached 1 13910 16261 44153 Encroached 1 13963 16377 43369 Encroached 1 14424 16298 42961 Encroached 1 11841 13558 42751 Encroached 1 11988 13650 41697 Encroached 1 11896 13795 40850 Encroached 1 3294 5445 39095 Encroached 1 1091 3501 38059 Encroached 1 10051 13105 37866 Encroached 1 8391 12663 37015 Encroached 1 7861 12292 35205 Encroached 1 7561 11944 River = West Fork Reach = wfl RS Profile Method Valuel Value2 34268 Encroached 1 1878 9351 33382 Encroached 1 6478 12610 32967 Encroached 1 7459 12658 32042 Encroached 1 7331 12310 31471 Encroached 1 6227 12296 28953 Encroached 1 6023 10499 28839 Encroached 1 5871 10499 28838 Encroached 1 5940 10449 28825 Encroached 1 5940 10449 28812 Encroached 1 5940 10449 28811 Encroached 1 5875 10249 28733 Encroached 1 5875 10249 25434 Encroached 1 5197 10140 24882 Encroached 1 3701 9055 19924 Encroached 1 2782 9196 16823 Encroached 1 3500 9582 18140 Encroached 1 2312 8109 17726 Encroached 1 4320 9770 17516 Encroached 1 4320 9649 16454 Encroached 1 3830 8100 15780 Encroached 1 3210 7365 15055 Encroached 1 3250 7315 14335 Encroached 1 2870 6292 13523 Encroached 1 4401 7969 12811 Encroached 1 4151 8039 11911 Encroached 1 3100 7642 11274 Encroached 1 2320 7336 10681 Encroached 1 2361 6970 10280 Encroached 1 3970 8381 9861 Encroached 1 3731 8145 9764 Encroached 1 3851 8144 9763 Encroached 1 2611 6928 9690 Encroached 1 2611 6928 9617 Encroached 1 2612 6928 9616 Encroached 1 3672 8018 9520 Encroached 1 3672 8018 8375 Encroached 1 2961 7795 8149 Encroached 1 2701 7773 5788 Encroached 1 2500 6358 4671 Encroached 1 3008 6356 3831 Encroached 1 2150 4569 3323 Encroached 1 1630 3786 2687 Encroached 1 1430 3471 2208 Encroached 1 1480 3593 1494 Encroached 1 1361 3781 River = West Fork Split Reach = wfs RS Profile Method Valuel Value2 46329 Encroached 1 2978 8361 44427 Encroached 1 4118 9207 44330 Encroached 1 4197 8170 44329 Encroached 1 4299 8150 44291.5 Encroached 1 4299 8150 44254 Encroached 1 4302 8150 44253 Encroached 1 4350 8120 44153 Encroached 1 4361 9202 43369 Encroached 1 3445 8743 42961 Encroached 1 2076 6175 42751 Encroached 1 2842 6183 41697 Encroached 1 3530 6200 38059 Encroached 1 3193 5409 37866 Encroached 1 3541 5623 37015 Encroached 1 3879 6254 35205 Encroached 1 4206 6940 ************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW DATA Flow Title: Floodway Encroachment (100 -yr) discharges Flow File : j: \Jobs \98102 \A \HH \RAS \EFef Flow Data (cfs) • River Reach RS * 100 YR Encroached * • Elm Fork ef3 107964 * 31600 31600 * • Elm Fork ef3 102686 * 42900 42900 * • Elm Fork ef3 93940 * 43500 43500 * • Elm Fork ef3 89694 * 43500 43500 * ********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Boundary Conditions * River Reach Profile * Upstream Downstream * Elm Fork ef3 100 YR * Known WS = 449.26 Known WS = 442.44 * Elm Fork ef3 Encroached * Known WS = 449.36 Known WS = 442.66 GEOMETRY DATA Geometry Title: 10, 50, and 100 Year Base Flood Plan Geometry File : j: \Jobs \98102 \A \HH \RAS \EFef3R.g CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 107964 INPUT Description: 107964 Station Elevation Data num= 39 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1040 456 1082 435 1420 435 1480 446 1610 447.5 1680 448 1819.3 446 1830.9 444 1842.9 442 1880 436 1885 434.7 1886 431.7 1903 424.7 1925 422.71 1943 422.71 1951.5 436 1955.1 438 1958.3 440 1972.4 442 2014.8 444 2100 446 2800 447 3149.4 448 3186.9 448 3250 447 3853.4 446 3948.5 442 4025.1 442 4138.9 442 4143.8 442 4161.9 446 4200 447 4473.9 446 4939.7 444 4992.9 444 5210.4 444 5231.1 444 5308.4 454 5320.3 456 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val ************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1040 .04 1610 .12 1819.3 .05 2100 .1 3948.5 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr, Expan. 1819.3 2100 850 1307 800 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1040 1819.3 446 2100 5320.3 446 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 106657 INPUT Description: 106657 Station Elevation Data num= 97 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 990 458 990 444 1003 439.7 1026 439.4 1038 436.3 1103 436.9 1139 436 1169 436.2 1193 440.7 1225 441.2 1241 441 1248 439.9 1260 434.7 1261 431.7 1279 424.7 1300 420.2 1317 420.2 1336 433.2 1344 434 1354 437.1 1360 439.5 1390 441.6 1417 446.9 1489 447.7 1539 447.3 1590 446.5 1639 446.4 1783 445.5 1854 446.3 1943 446.3 1995 445.1 2070 446.1 2142 446.1 2359 447.1 2438 448 2511 447.7 2541 446 2627 446.1 2651 447 2717 447.2 2779 446 2882 446 2892 447.3 2950 448.4 3022 448.6 3093 447.9 3238 447.9 3488 446.8 3563 447.3 3733 447.2 3791 446.7 3913 447 3938 446.3 4022 446.9 4029 446 4119 446 4126 446.7 4190 446.7 4252 443.9 4269 446.4 4367 444.9 4387 445.9 4445 445.7 4471 446.4 4525 445.7 4543 444.9 4649 445.7 4752 445.2 4802 445.1 4871 445.7 5068 445.2 5151 443.9 5277 443.3 5299 443.5 5348 443.1 5380 442.3 5429 443.7 5494 444.2 5514 443.6 5578 444.4 5892 444.9 5928 445.7 6015 446 6078 447.5 6110 450.5 6133 450.6 6161 445.7 6292 445.6 6325 446.2 6381 447 6471 446.7 6597 447.4 6681 447.2 6692 448.7 6716 447.6 6737 447.9 6750 458 Manning's n Values num= 4 Sta n Val Sta n Val Sta n Val Sta n Val 990 .06 1241. .05 1390 .12 2142 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1241 1390 850 721 560 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 990 1241 441 1390 6750 441.6 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 105936 INPUT Description: 105936 Station Elevation Data num= 99 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 457.9 1038 456.7 1050 453.5 1520 453.5 1570 437 1790 437 1810 442 1850 442 1864 446.7 1876 446.8 1890 436.6 1892 437.6 1897 434.2 1902 431.8 1922 419.8 1933 418.75 1955 424.8 1983 434.3 1993 437.7 2003 439.9 2008 440.1 2014 441 2025 443.8 2125 445 2242 446.9 2303 447.2 2375 446.2 2455 444.7 2493 443.6 2541 445.3 2558 445.3 2592 445.8 2636 445.7 2677 445.3 2808 445.3 2879 444.9 2966 445 3050 445 3225 445.2 3299 445.1 3343 445.1 3421 445.4 3483 445.4 3617 445.2 3687 445.3 3774 444.9 3842 444.8 4045 445 4117 444.7 4189 445 4380 444.8 4524 445.4 4602 445.1 4754 445.6 4820 445.4 4964 445.3 5036 445 5105 445.2 5393 445 5470 444.4 5618 444.4 5627 443.9 5697 443 5716 443.7 5738 443.5 5785 444.1 5800 444.1 5805 443.9 5812 442 5898 442 5900 442.7 5971 444.3 6106 445 6169 445.5 6392 445.4 6677 446.5 6720 447.4 6764 447.6 6864 446.4 6884 446.3 6912 446.7 6921 447.2 6954 451.5 6979 451.1 7008 447.9 7014 447 7049 447.4 7065 447.2 7112 447.7 7139 447.5 7174 447.7 7444 449.6 7503 449.8 7522 449.7 7579 450.5 7634 450.7 7661 451.4 7796 450.6 8050 451.5 Manning's n Values num= 4 Sta n Val Sta n Val Sta n Val Sta n Val 1000 .06 1876 .05 2025 .12 2966 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1876 2025 870 769 770 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 1876 446.8 2025 8050 443.8 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 105167 INPUT Description: 105167 Station Elevation Data num= 100 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 453.2 1043 451.3 1150 450.7 1178 450.4 1478 451.4 1626 451.1 1742 450 1784 450 1909 449.2 2032 449.4 2215 448.6 2244 448.7 2374 446.6 2434 444.9 2549 444.6 2583 442.7 2641 442.2 2659 442.4 2691 440.5 2712 440.8 2720 434.7 2725 434.4 2732 431.8 2740 419.7 2756 419 2771 424.7 2793 434.3 2801 440.8 2818 441.5 2838 444.5 2944 442.3 3004 446.6 3070 447.1 3096 446.3 3152 445.6 3286 445.6 3431 446.1 3506 446.1 3650 445.6 3721 445 3796 445.4 3868 445.3 4140 445.6 4289 445.6 4361 445 4393 445.3 4422 445.2 4525 445.2 4589 445.2 4606 445.3 4619 445.1 4751 445.5 4806 445.5 4878 445.4 5037 446.1 5074 445.9 5125 446.3 5141 444.7 5209 443.7 5246 443.8 5385 444.9 5435 444.8 5488 444.1 5489 443.2 6253 443.3 6329 443.2 6397 443.4 6547 443.8 6667 443.1 6797 445 6829 445.5 6863 445.5 6943 445.7 7138 446.7 7159 446.6 7253 447.3 7296 447.3 7373 447.9 7470 448 7493 447.9 7563 449.6 7634 449.7 7707 449.2 7795 451.4 7941 449.8 8007 450.5 8169 450.4 8204 450.9 8230 450.6 8283 450.8 8333 451.8 8385 452.1 8706 452.6 8718 451.3 8758 451.6 877 3 451.7 9032 451 9089 451.8 9225 450.2 9250 450.2 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1000 .07 2691 .1 2712 .05 2818 .12 4140 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2712 2818 1500 2481 1100 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 2712 440.8 2818 9250 441.5 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 102686 INPUT Description: 102686 Station Elevation Data num= 82 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1008.4 454 1069 452 1084.8 450 1104.3 448 1112.8 448 1135.5 448 1322.3 448 1467.2 450 1517.4 450 1589 448 1637.1 446 1678.5 444 2234.4 444 2314.8 444 2321.9 442 2328.9 440 2332.9 438 2336.1 436 2340 434.8 2342 432.8 2374 424.3 2392 419.8 2407 423.8 2424 432.8 2445.6 436 2451.2 438 2469.4 440 2476.8 442 2524.8 444 2579.2 444 2594 444 2628.2 444 2638.2 444 3053.9 444 3501.9 444 3836.4 446 3861.5 446 4186 446 4232.5 446 4236.8 444 4241.3 442 6277.8 442 6281.1 444 6322.8 446 6331.4 448 6338.7 450 6347.4 450 6350.8 448 6354.3 446 6357.8 444 6361.7 442 6478.4 442 6514 442 6962.2 442 7029.5 442 7037.1 442 7116.5 444 7127.8 444 7140.6 444 7154.6 446 7162.1 448 7196.1 450 7435.4 452 7510.6 452 7589.2 450 7680.1 448 7701.6 446 7707.4 444 7772.8 444 7805.7 444 8018.6 444 8507.2 446 8741.1 448 8986.7 450 8997.9 450 9447.4 450 9516 450 9804.8 450 9931.2 450 10073 450 10128 452 10206 454 Manning's n Values num= 6 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1008.4 .07 2234.4 .1 2314.8 .05 2524.8 .045 3861.5 .03 6962.2 .07 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2314.8 2524.8 900 1258 600 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev > �� *+**+ �t +�• * * * * :� +�. + * +��� * * * * : +�. * +� +.max * * * *� 1008.4 2314.8 444 2524.8 10206 444 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 101428 INPUT Description: 101428 Station Elevation Data num= 99 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 453.6 1042 452 1048 450.3 2156 450.3 2158 449.8 2200 448 2400 448 2900 448 3150 446 3980 445.9 4063 445.5 4111 440 4148 439.4 4157 435.1 4158 434.8 4160 432.8 4191 424.8 4209 418.9 4224 423.8 4241 432.8 4247 435.1 4254 438.5 4261 442.2 4280 442.3 4299 442.7 4354 442.8 4387 442.6 4571 442.8 4601 444 4714 444.4 4760 444.3 4765 444.1 4922 444 4971 445 5049 445.2 5103 444.4 5130 446.1 5148 445.1 5184 444.7 5189 442 5689 442 5693 443.8 5734 445.7 5760 444.8 5777 443.9 5783 444.1 5793 442 7530 442 7551 444.6 7594 443.5 7772 442.5 7868 442.2 7903 441.6 7962 441.4 8009 441.9 8222 442.8 8363 442.8 8456 443.2 8558 442.7 8697 443.3 8770 443.3 8813 443.2 8839 443 8899 444.2 8935 444.6 8964 444.5 8982 444.2 9104 444.2 9262 443.7 9433 445.6 9591 446.8 9752 446.9 9797 447.2 9840 446.2 9925 445.8 9955 445.8 9996 445.1 10011 446.2 10077 447 10086 447.5 10151 447.8 10203 447.8 10210 448 10282 448.3 10422 450 10438 450 10487 450.6 10522 450.5 10564 449.8 10772 450 10782 450.2 10813 451.2 10868 451 10958 456.3 11116 455.9 11190 457.4 11231 458.5 11331 461.8 11359 462.2 Manning's n Values num= 8 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1000 .07 2400 .045 4063 .1 4111 .05 4261 .1 4387 .045 5189 .03 7772 .07 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 4111 4261 930 1720 870 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 4111 440 4261 11359 442.2 Blocked Obstructions num= 1 Sta L Sta R Elev 10900 11359 462.2 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 99708 INPUT Description: 99708 Station Elevation Data num= 100 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 452.9 1040 452.7 1070 450.8 1072 450 2050 450 2400 446 2762 443.7 2829 442.3 2912 442 2978 442.8 3113 443.8 3533 443.9 3603 443.3 3676 443.1 3698 443.5 3766 444.1 3989 445.4 4071 445.2 4099 442.1 4102 441.5 4121 432.7 4153 424.2 4182 417.6 4200 423.5 4214 432.7 4233 438.8 4244 442.8 4280 443.1 4308 442.9 4346 444.5 4372 444.8 4457 444.4 4545 444.2 4838 444.3 4880 444.2 4908 444.6 5005 444.8 5078 444.5 5189 443.5 5257 443.6 5312 443 5467 443.1 5511 442.6 5547 443 5643 442.8 5659 442 7500 442 7807 442 7827 443.6 7847 443.6 7954 442.4 7994 442.7 8092 442.3 8171 442.9 8332 443.4 8400 443 8464 443.2 8533 443 8604 443.9 8740 443.9 8946 445.4 9003 445.6 9037 446.3 9151 447.4 9265 446.5 9320 446.9 9354 446.9 9385 446.5 9416 447 9464 447.2 9492 446.8 9522 447.8 9602 448.4 9615 448.4 9623 448.2 9778 447.8 9819 447.5 9832 447.7 9975 448.2 10000 447.5 10040 447.6 10219 444.8 10286 445.5 10384 451.7 10414 456.1 10464 458.3 10559 458.7 10579 455 10673 450.7 10828 450.2 10882 450.9 10960 450.8 11049 450.2 11090 451 11288 452.3 11359 455 11418 454.6 11602 456.8 11694 457 11767 456.8 Manning's n Values num= 6 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1000 .055 4099 .05 4244 .045 5659 .03 7500 .09 8092 .07 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 4099 4244 900 824 900 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 4099 442.1 4244 11767 442.8 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 1 0 1000 1600 452.9 10400 11767 459.7 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 98884 INPUT Description: 98884 Station Elevation Data num= 100 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 451.9 1023 451.5 1113 449.1 1141 449.1 1262 447.1 1347 446.2 1403 444 2000 444 2200 446 2574 449 2709 450.7 2830 450.9 2955 450.2 3053 448.3 3086 446 3146 443.9 3238 443.1 3456 442.9 3611 442.3 3673 441.5 3767 441.2 3876 441.5 3910 442.3 4039 442.3 4392 443.2 4418 443.2 4428 443.5 4518 443.8 4616 443.6 4654 443.6 4699 444.1 4728 444.1 4751 435.3 4777 428.3 4788 421.3 4810 416.9 4837 434.9 4843 435.3 4854 435.3 4861 438 4895 437.3 4929 443.1 4970 442.5 4986 442.6 5043 441.6 5134 440.4 5194 442 5235 444.3 5256 444.6 5271 444.3 5367 443.9 5454 445.1 5595 444.7 5730 443.5 5780 444.1 5882 443.2 6083 442.4 6140 442.4 6164 443.2 6184 442 7200 442 7712 442 7721 442.7 7753 443.7 7808 442 8010 442 8083 442.6 8231 443.1 8363 442 8380 442.2 8429 442.2 8450 441.9 8523 442.4 8674 442.6 8757 442.2 8918 443 8981 459.6 9145 459.6 9156 459.2 9204 444.6 9275 444.3 9303 444.8 9389 445.2 9514 444.3 10250 450 10799 450 11019 450.5 11113 450 11223 450.6 11259 449.7 11387 450.4 11480 451.4 11675 452.2 11874 451 11968 450.2 12012 451.5 12051 451.5 12170 452.8 12301 454.4 12338 457.7 Manning's n Values num= 7 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1000 .05 4728 .045 4861 .1 4929 .045 6184 .03 7200 .09 8757 .07 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 4728 4861 920 965 900 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 4728 444.1 4861 12338 438 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 2900 450.9 10500 12338 454.7 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 97919 INPUT Description: 97919 Station Elevation Data num= 100 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 451.6 1031 451.2 1071 447.9 1084 448 1101 447 1804 447 1856 447.8 2001 446.9 2099 447.1 2414 446.1 2439 446.3 2532 445.7 2590 446.1 2673 446 2734 445.5 2769 446.2 2918 445.8 3074 446.9 3263 444.9 3351 445 3551 443.8 4087 442.7 4224 441.7 5063 442.7 5230 443.2 5246 443.5 5409 444.3 5465 446 5506 446.5 5518 444.5 5559 444 5620 443.9 5627 443.1 5635 439.7 5667 439.6 5677 438.2 5681 435.5 5684 428.2 5696 421.2 5718 416.2 5745 434.8 5767 439.3 5783 440.7 5794 443 5822 442.8 5856 445 5898 445.5 5965 444.8 6052 444.6 6177 443.5 6437 441.8 6568 442.1 6713 441.1 6850 441.2 6921 442.3 6960 442.2 7010 440 7301 440 7332 443.7 7420 443.6 7467 442.4 7514 440.4 7652 440 7779 440 7798 441.5 7925 442.5 8077 442.5 8336 441.6 8448 442.1 8539 441.7 8610 442.2 8658 444.1 8735 442.2 8828 441.7 8972 441.8 9274 442.6 9320 443.3 9555 444.7 9600 444.6 9755 446.2 9809 446 9877 446 9966 446.5 9986 446.5 10518 446.2 10553 445.5 10639 445.4 10682 445.7 10778 447.5 10962 447.6 11050 447.1 11070 449.7 11216 450.1 11326 449.9 11617 451.9 11785 452.5 12163 452.6 12474 452 12613 452 12659 451.8 Manning's n Values num- 8 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1000 .07 4087 .05 5506 .1 5620 .05 5767 .1 5856 .045 6713 .1 7652 .07 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 5620 5767 700 741 700 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 5620 443.9 5767 12659 439.3 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 4000 446.3 10300 12659 452.6 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 97178 INPUT Description: 97178 Station Elevation Data num= 100 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1200 447.9 1253 447.5 1313 445 1725 445.1 1784 445.1 1854 443.9 2102 444.1 2427 444 2521 444.1 2540 444.4 2577 445.3 3475 444.9 3494 446.1 3532 445.9 3559 447.2 3570 447.5 3582 446.7 3590 446.2 3599 445 3623 445 3641 444.8 3676 444 3788 442.4 3818 442.4 3873 442 4222 443.2 4295 444 4412 444.7 4449 444.5 4602 445.2 4714 445.9 4733 444.3 4743 441.5 5577 441.6 5606 441.9 5631 441.4 5710 441.4 5738 443.7 5822 445 5844 444.9 5867 438 5875 435.4 5901 428.2 5913 421.2 5944 416.5 5949 419.8 5960 434.8 5991 435.4 6007 439.8 6013 440.2 6055 442.2 6174 443 6236 442.1 6284 442 6419 444.1 6510 443.8 6537 443.8 6847 442.4 6950 442.4 6996 442.9 7048 442.9 7105 441.9 7740 441.9 7918 444 7945 442.9 8383 442.8 8476 443.8 8513 443.7 8540 444.6 8571 442.5 8704 442.1 8813 443.1 9162 442.2 9293 443 9372 443.6 9403 445.1 9457 443.6 9839 443.4 9965 445.9 9972 445.9 9992 446.9 10225 446.3 10419 447.2 10523 447.7 10682 447.2 10704 446.9 10736 446.9 10823 447.8 10890 446.7 11073 446 11144 446 11155 449.1 11174 449.7 11186 447.7 11573 447.8 11595 448.9 11705 448.8 11893 449.6 12146 449.7 12200 450.3 Manning's n Values num= 8 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1200 .09 4714 .12 5844 .05 6013 .045 7048 .1 7740 .05 8571 .08 9372 .07 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 5844 6013 2200 3238 1350 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1200 5844 444.9 6013 12200 440.2 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 1200 4700 447.5 9950 12200 450.3 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 93940 INPUT Description: 93940 Station Elevation Data num= 95 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 450.9 1100 447.3 1300 447.5 1400 445.1 1500 443 1600 445.3 1700 443.5 1800 443.2 1900 443.9 2000 443.4 2200 441.4 2300 441.1 2400 442.1 2700 442.1 2900 450 3100 440.5 3400 442.9 3500 441.4 4100 442.4 4200 446.1 4300 446 4400 445.3 4500 445.3 4800 446.4 5000 443 5100 442.7 5200 440.9 5300 445.1 5400 443 5500 442.1 5600 442.4 5700 442.8 5800 441.1 5900 442.7 6000 440.6 i f 6100 441.8 6200 440.8 6300 438.1 6400 438.5 6500 440 6600 440 6700 439.7 6800 439.9 7000 439.9 7100 439 7200 438.8 7300 439.4 7400 439.4 7600 440.2 7700 440.5 7900 442 8000 442.1 8100 438.9 8124 435.1 8136 427 8155 423.5 8170 420.5 8201 417.3 8221 420 8235 424.5 8267 435.1 8275 440.4 8400 440 8500 437.9 8600 437.4 8700 440.1 8800 442.9 8900 444 9000 444 9100 444 9200 444.4 9300 442 9500 443.2 9600 443.5 9700 444.5 9800 444 9900 444 10000 442.5 10800 441.2 10900 441.9 11000 444 11100 444.1 11400 443.8 11500 445.5 11600 446.1 11700 445.5 11800 444.7 11900 445.6 12000 447.7 12100 447 12200 446.5 12300 446.5 12400 444.2 12500 448.1 12570 448.4 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1000 .07 4500 .12 6100 .07 8100 .05 8275 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 8100 8275 650 581 460 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 8100 438.9 8275 12570 440.4 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 7000 450.9 9220 12570 454 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 93359 INPUT Description: 93359 Station Elevation Data num= 100 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 2230 441.1 2292 441.1 2466 440.5 2645 440.4 2696 440.8 2852 440.1 2912 440.1 2972 440.3 3107 440.7 3147 441.9 3219 443.2 3315 441.8 3500 441.9 3534 442.2 3554 441.6 3684 441.8 3732 442.7 3859 445.7 3891 441.5 4146 441.5 4206 441.2 4283 441.1 4311 441.7 4367 441.6 4417 441.6 4483 442.7 4603 441.4 4748 444.1 4852 445.2 4893 447 5230 446.9 6061 446.8 6064 446.8 6103 448.5 6221 445.7 6272 445.7 6347 447.4 6399 446.5 6658 446.4 6758 443.7 6814 443.7 6834 441.4 6911 441.4 7241 442.4 7303 442.3 7434 441 7457 440.4 7594 439.7 8168 438 8174 437 8200 437 8210 437 8219 436 8228 436 8235 437 8242 438 8270 438.3 8300 438 8317 436 8327 435 8350 434.9 8380 435 8428 436 8471 437 8496 439 8505 440 8519 441 8618 441.8 8633 442.5 8698 440.4 8748 440.6 8766 440.3 8784 439.1 8790 435.1 8802 427 8821 423.5 8836 420.5 8867 417.5 8887 420 8901 424.5 8933 435.1 8941 440.4 9002 440 9007 440.8 9050 442.7 9067 444.3 9305 443.7 9353 443.7 9486 445.6 9515 446 9608 446.1 9702 446.1 10006 445.8 10085 445.8 10817 445 10884 446.3 10989 446.7 11783 446.6 11868 446.4 12800 446.5 Manning's n Values num= 6 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 2230 .07 4146 .12 7457 .045 8174 .035 8766 .05 8941 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 8766 8941 62 62 62 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 2230 8766 440.3 8941 12800 440.4 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 2230 8000 447.4 9150 12800 446.7 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 93297 INPUT Description: Section 93297 - Upstream bounding cross section for Sandy Lake Road bridge Station Elevation Data num= 92 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 2400 442.5 2690 442.7 2910 442.5 3116 442.7 3286 442.7 3518 442.4 3719 442.4 3898 443.5 4055 446.4 4331 450.1 4495 451.1 4730 451.9 4806 451.9 5131 448.1 5405 447.29 5835 443.5 6110 444 6387 443.4 6649 445.1 6868 445.1 6965 444.2 7000 444.6 7100 447 7200 448.7 7300 449.3 7400 448.8 7450 448.6 7480 448.3 7500 448.3 7578 448.4 7578 447.7 7668 448.6 7668 449.3 7700 449.8 7800 451.5 7850 452.2 7920 452.9 7950 453.1 7980 453.4 7980 455.6 8050 456.1 8050 448 8080 438 8150 437.5 8350 433.3 8400 433 8450 433 8500 434.8 8555 441 8750 441 8800 440 8858 438 8880 435 8888.5 430.65 8891.5 429.11 8897 426.3 8898 426.52 8902 427.4 8930 417.5 8960 417.76 8964 417.79 8965 417.8 9000 434 9055 439 9074 439 9090 447 9090 455.7 9168 455.2 9168 452.7 9240 451.4 9350 449.3 9350 448.8 9400 448.4 9500 447.6 9600 446.5 9650 446 9844 447 10349 446.8 10586 446.2 10855 445.7 11076 446.1 11418 445.7 11621 446.2 11749 445.3 11908 445.2 11988 445.3 12152 445.2 12280 445 12370 445.5 12610 445.9 12756 446 12800 445.9 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 2400 .035 8880 .03 9000 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 8880 9000 85 85 85 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 2400 8880 439 9000 12800 439 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 2400 8050 460 9090 12800 460 BRIDGE RIVER: Elm Fork REACH: ef3 RS: 93254.5 INPUT Description: Bridge # 17 - Sandy Lake Road Note: Bridge and roadway modeled from plans dated Dec. 1996 and stamped Dec. 1997. Distance from Upstream XS = 1 Deck /Roadway width = 83 Weir Coefficient = 2.6 Bridge Deck /Roadway Skew = Upstream Deck /Roadway Coordinates num= 8 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 8050 456.1 448.5 8530 459.3 451.7 8610 459.1 451.5 8770 457.9 450.3 8770 457.9 449.1 9010 456.2 447.4 9010 456.2 448.6 9090 455.7 448.1 Upstream Bridge Cross Section Data Station Elevation Data num= 92 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 2400 442.5 2690 442.7 2910 442.5 3116 442.7 3286 442.7 3518 442.4 3719 442.4 3898 443.5 4055 446.4 4331 450.1 4495 451.1 4730 451.9 4806 451.9 5131 448.1 5405 447.29 5835 443.5 6110 444 6387 443.4 6649 445.1 6868 445.1 6965 444.2 7000 444.6 7100 447 7200 448.7 7300 449.3 7400 448.8 7450 448.6 7480 448.3 7500 448.3 7578 448.4 7578 447.7 7668 448.6 7668 449.3 7700 449.8 7800 451.5 7850 452.2 7920 452.9 7950 453.1 7980 453.4 7980 455.6 8050 456.1 8050 448 8080 438 8150 437.5 8350 433.3 8400 433 8450 433 8500 434.8 8555 441 8750 441 8800 440 8858 438 8880 435 8888.5 430.65 8891.5 429.11 8897 426.3 8898 426.52 8902 427.4 8930 417.5 8960 417.76 8964 417.79 8965 417.8 9000 434 9055 439 9074 439 9090 447 9090 455.7 9168 455.2 9168 452.7 9240 451.4 9350 449.3 9350 448.8 9400 448.4 9500 447.6 9600 446.5 9650 446 9844 447 10349 446.8 10586 446.2 10855 445.7 11076 446.1 11418 445.7 11621 446.2 11749 445.3 11908 445.2 11988 445.3 12152 445.2 12280 445 12370 445.5 12610 445.9 12756 446 12800 445.9 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 2400 .035 8880 .03 9000 .035 Bank Sta: Left Right Coeff Contr. Expan. 8880 9000 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 2400 8880 439 9000 12800 439 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 2400 8050 460 9090 12800 460 Downstream Deck /Roadway Coordinates num= 8 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 8050 456.1 448.5 8530 459.3 451.7 8610 459.1 451.5 8770 457.9 450.3 8770 457.9 449.1 9010 456.2 447.4 9010 456.2 448.6 9090 455.7 448.1 Downstream Bridge Cross Section Data Station Elevation Data num= 92 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 2400 442.5 2690 442.7 2910 442.5 3116 442.7 3286 442.7 3518 442.4 3719 442.4 3898 443.5 4055 446.4 4331 450.1 4495 451.1 4730 451.9 4806 451.9 5131 448.1 5405 447.29 5835 443.5 6110 444 6387 443.4 6649 445.1 6868 445.1 6965 444.2 7000 444.6 7100 447 7200 448.7 7300 449.3 7400 448.8 7450 448.6 7480 448.3 7500 448.3 7578 448.4 7578 447.7 7668 448.6 7668 449.3 7700 449.8 7800 451.5 7850 452.2 7920 452.9 7950 453.1 7980 453.4 7980 455.6 8050 456.1 8050 448 8080 438 8150 437.5 8350 433.3 8400 433 8450 433 8500 434.8 8555 441 8750 441 8800 440 8858 438 8880 435 8888.5 430.65 8891.5 429.11 8897 426.3 8898 426.52 8902 427.4 8930 417.5 8960 417.76 8964 417.79 8965 417.8 9000 434 9055 439 9074 439 9090 447 9090 455.7 9168 455.2 9168 452.7 9240 451.4 9350 449.3 9350 448.8 9400 448.4 9500 447.6 9600 446.5 9650 446 9844 447 10349 446.8 10586 446.2 10855 445.7 11076 446.1 11418 445.7 11621 446.2 11749 445.3 11908 445.2 11988 445.3 12152 445.2 12280 445 12370 445.5 12610 445.9 12756 446 12800 445.9 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 2400 .045 8880 .05 9000 .045 Bank Sta: Left Right Coeff Contr. Expan. 8880 9000 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 2400 8880 439 9000 12800 439 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 2400 8050 460 9090 12800 460 Upstream Embankment side slope = horiz. to 1.0 vertical Downstream Embankment side slope = horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Piers = 11 Pier Data Pier Station Upstream= 8130 Downstream= 8130 Upstream num= 2 Width Elev Width Elev 2.5 425 2.5 452 Downstream num= 2 Width Elev Width Elev 2.5 425 2.5 452 Pier Data Pier Station Upstream= 8210 Downstream= 8210 Upstream num= 2 Width Elev width Elev 2.5 425 2.5 452 Downstream num= 2 Width Elev Width Elev 2.5 425 2.5 452 Pier Data Pier Station Upstream= 8290 Downstream= 8290 Upstream num= 2 Width Elev Width Elev 2.5 425 2.5 452 Downstream num= 2 Width Elev Width Elev 2.5 425 2.5 452 Pier Data Pier Station Upstream= 8370 Downstream= 8370 Upstream num= 2 Width Elev Width Elev 2.5 425 2.5 452 Downstream num= 2 Width Elev Width Elev 2.5 425 2.5 452 Pier Data Pier Station Upstream= 8450 Downstream= 8450 Upstream num= 2 Width Elev Width Elev 2.5 425 2.5 452 Downstream num= 2 width Elev Width Elev 2.5 425 2.5 452 Pier Data Pier Station Upstream= 8530 Downstream= 8530 Upstream num= 2 Width Elev Width Elev 2.5 425 2.5 453 Downstream num= 2 Width Elev Width Elev 2.5 425 2.5 453 Pier Data Pier Station Upstream= 8610 Downstream= 8610 Upstream num= 2 Width Elev Width Elev 2.5 425 2.5 453 Downstream num= 2 Width Elev Width Elev 2.5 425 2.5 453 Pier Data Pier Station Upstream= 8690 Downstream= 8690 Upstream num= 2 Width Elev Width Elev 2.5 425 2.5 452 Downstream num= 2 Width Elev Width Elev 2.5 425 2.5 452 Pier Data Pier Station Upstream= 8770 Downstream= 8770 Upstream num= 2 Width Elev Width Elev 3 425 3 452 Downstream num= 2 Width Elev Width Elev 3 425 3 452 Pier Data Pier Station Upstream= 8890 Downstream= 8890 Upstream num= 2 Width Elev Width Elev 3 425 3 452 Downstream num= 2 Width Elev Width Elev 3 425 3 452 Pier Data Pier Station Upstream= 9010 Downstream= 9010 Upstream num= 2 Width Elev Width Elev 3 425 3 452 Downstream num= 2 Width Elev Width Elev 3 425 3 452 Number of Bridge Coefficient Sets = 1 Low Flow Methods and Data Energy Selected Low Flow Methods = Energy High Flow Method Energy Only Additional Bridge Parameters Add Friction component to Momentum Do not add weight component to Momentum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria to check for pressure flow = Upstream energy grade line CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 93212 INPUT Description: Section 93212 - Downstream bounding cross section for Sandy Lake Road bridge Station Elevation Data num= 92 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 2400 442.5 2690 442.7 2910 442.5 3116 442.7 3286 442.7 3518 442.4 3719 442.4 3898 443.5 4055 446.4 4331 450.1 4495 451.1 4730 451.9 4806 451.9 5131 448.1 5405 447.29 5835 443.5 6110 444 6387 443.4 6649 445.1 6868 445.1 6965 444.2 7000 444.6 7100 447 7200 448.7 7300 449.3 7400 448.6 7450 448.6 7480 446.3 7500 448.3 7578 448.4 7578 447.7 7668 448.6 7668 449.3 7700 449.8 7800 451.5 7850 452.2 7920 452.9 7950 453.1 7980 453.4 7980 455.6 8050 456.1 8050 448 8080 438 8150 437.5 8350 433.3 8400 433 8450 433 8500 434.8 8555 441 8750 441 8800 440 8858 438 8880 435 8888.5 430.65 8891.5 429.11 8897 426.3 8898 426.52 8902 427.4 8930 417.5 8960 417.76 8964 417.79 8965 417.8 9000 434 9055 439 9074 439 9090 447 9090 455.7 9166 455.2 9168 452.7 9240 451.4 9350 449.3 9350 448.8 9400 448.4 9500 447.6 9600 446.5 9650 446 9844 447 10349 446.8 10586 446.2 10855 445.7 11076 446.1 11418 445.7 11621 446.2 11749 445.3 11908 445.2 11988 445.3 12152 445.2 12280 445 12370 445.5 12610 445.9 12756 446 12800 445.9 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 2400 .045 8880 .05 9000 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 6880 9000 10 15 20 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 2400 8880 439 9000 12800 439 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 2400 8050 460 9090 12800 460 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 93197 INPUT Description: 93197 Station Elevation Data num= 96 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1520 460 1730 460 1730 443 1900 441.4 1900 460 2520 460 2523 442.5 2634 442.5 2638 441.5 2684 441 3355 441 3367 441.3 3388 441.3 3410 441 3570 441.5 3600 441.5 3683 440.8 3820 440.8 3846 441.9 3908 441.9 4012 442.7 4076 443.5 4207 446.9 4702 450.2 4756 451.3 4876 450 5772 450.1 6052 450.1 6064 450.5 6124 448.3 6151 448.5 6297 443.4 6334 442.7 6425 442.7 6515 443.4 6613 444.7 6824 445.8 6854 444.7 6921 444.8 6982 444.3 7126 444.2 7297 444.4 7447 444.1 7520 444.5 7592 445.1 7679 445.1 7896 443.2 7926 440.6 8004 440.2 8125 438.1 8132 436 8189 437 8246 436 8304 434.9 8329 434.8 8340 435 8361 434 8380 433 8445 432.3 8507 433 8521 434 8530 435 8560 440 8575 440 8580 441.3 8623 440.7 8781 440 8826 440 8893 437.6 8913 424.4 8930 417.5 8960 417.5 8976 424.4 9046 434.5 9046 437.6 9080 437.6 9086 437.7 9100 441.6 9122 446.2 9168 447.4 9578 446.6 9622 444.1 9667 444.1 9809 444.7 9998 444.4 11007 447.5 11146 446.5 11206 442.6 11318 443.5 11477 443.5 11523 443.5 11960 447.2 12176 448.9 12371 447.7 12550 443.6 12635 444.4 Manning's n Values num= 7 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1520 .07 2684 .05 3908 .12 6334 .065 8132 .045 8893 .05 9046 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 8893 9046 1 1 1 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1520 8893 437.6 9046 12635 434.5 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 1520 8100 462.6 9100 12635 462.6 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 93196 INPUT Description: 93196 Station Elevation Data num= 96 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev +++++++++ xxx+++ xxxxx+++++++++ xxxx+ xxxxxxx++++++++ xxxx +x +x +xxxxx +x + + + + + + + + + + +xxxx 1520 460 1730 460 1730 443 1900 441.4 1900 460 2520 460 2523 442.5 2634 442.5 2638 441.5 2684 441 3355 441 3388 441.3 3410 441 3570 441.5 3600 441.5 3683 440.8 3820 440.8 3846 441.9 3908 441.9 4076 443.5 4499 449.1 4568 449.9 4702 450.2 4756 451.3 4876 450 5772 450.1 6052 450.1 6064 450.5 6124 448.3 6151 448.5 6297 443.4 6334 442.7 6425 442.7 6515 443.4 6613 444.7 6824 445.8 6854 444.7 6921 444.8 6982 444.3 7126 444.2 7297 444.4 7447 444.1 7520 444.5 7592 445.1 7679 445.1 7896 443.2 7926 440.6 8004 440.2 8125 438.1 8132 438 8189 437 8246 436 8304 434.9 8329 434.8 8340 435 8361 434 8380 433 8445 432.3 8507 433 8521 434 8530 435 8560 440 8575 440 8580 441.3 8623 440.7 8781 440 8826 440 8893 437.6 8930 437.5 8930 434.2 8940 433.7 8960 433.8 8974 434.4 9046 434.5 9046 437.6 9080 437.6 9086 437.7 9100 441.6 9122 446.2 9168 447.4 9578 446.6 9622 444.1 9667 444.1 9809 444.7 9998 444.4 11007 447.5 11146 446.5 11206 442.6 11318 443.5 11477 443.5 11523 443.5 11960 447.2 12176 448.9 12371 447.7 12550 443.6 12635 444.4 Manning's n Values num= 7 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val + xxxxxxxxx++++++++ xxxxxxxxxx++++++ x++++++ xxxxxxxxxxxxx + + + +x + +x + + + + +xxxxxxxxxxxxx 1520 .07 2684 .05 3908 .12 6334 .065 8132 .045 8826 .02 9100 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 8930 9046 5 5 5 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev .+++++ x++ xxxxxxxxxxxx + +x +x + +xxxxxxxxxxxxxxx + + + +x 1520 8930 437.5 9046 12635 434.5 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev xxxxxxxxx+++++ x++ + +xxxx +xxxx + + + + + +xx + + + * +xxxxxxx 1520 8100 462.6 9100 12635 462.6 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 93191 INPUT Description: 93191 Station Elevation Data num= 96 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev x xxxx++ x++ x++++++ xxx+ xxx+ xxxx+++ x+ x++++++ xxxxxxxxxxxxxx +xxxxxxx + + + + + + +x + +x + + + + ++ 1520 460 1730 460 1730 443 1900 441.4 1900 460 2520 460 2523 442.5 2634 442.5 2638 441.5 2684 441 3355 441 3388 441.3 3410 441 3570 441.5 3600 441.5 3683 440.8 3820 440.8 3846 441.9 3908 441.9 4076 443.5 4499 449.1 4568 449.9 4702 450.2 4756 451.3 4876 450 5772 450.1 6052 450.1 6064 450.5 6124 448.3 6151 448.5 6297 443.4 6334 442.7 6425 442.7 6515 443.4 6613 444.7 6824 445.8 6854 444.7 6921 444.8 6982 444.3 7126 444.2 7297 444.4 7447 444.1 7520 444.5 7592 445.1 7679 445.1 7896 443.2 7926 440.6 8004 440.2 8125 438.1 8132 438 8189 437 8246 436 8304 434.9 8329 434.8 8340 435 8361 434 8380 433 8445 432.3 8507 433 8521 434 8530 435 8560 440 8575 440 8580 441.3 8623 440.7 8781 440 8826 440 8893 437.6 8930 431.5 8930 434.2 8940 433.7 8960 433.8 8974 434.4 9046 434.5 9046 437.6 9080 437.6 9086 437.7 9100 441.6 9122 446.2 9168 447.4 9578 446.6 9622 444.1 9667 444.1 9809 444.7 9998 444.4 11007 447.5 11146 446.5 11206 442.6 11318 443.5 11477 443.5 11523 443.5 11960 447.2 12176 448.9 12371 447.7 12550 443.6 12635 444.4 Manning's n Values num= 7 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val + zzz+ zzzz+++ z+++++ zz+ z++ zzzzz++++++++++++ zz++++ zzzzz + + + + + + + + +z * + + + + + + + +zzz + + + zzz 1520 .07 2684 .05 3908 .12 6334 .065 8132 .045 8826 .02 9100 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 8930 9046 1 1 1 .1 .3 Ineffective Flow num- 2 Sta L Sta R Elev Sta L Sta R Elev 1520 8930 437.5 9046 12635 434.5 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 1520 8100 462.6 9100 12635 462.6 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 93190 INPUT Description: 93190 Station Elevation Data num= 96 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev +++ z++ zzzzzz++ zzz+ z++++++ z+ z+++ zzzz++ zzzzzzzz++++ . + + + + + + + + + + +z +zzzzzzz *zzzzzzzz 1483 444.4 1520 445.6 1520 460 1730 460 1730 444.4 1900 444.8 1900 460 2520 460 2520 442.5 2521 442.5 2623 442.1 2755 445 2793 441 3143 441 3159 444.1 3178 444.1 3197 441 3668 441 3675 443 3901 440.9 4044 442.8 4095 442.1 4378 447.7 4749 450.4 4775 450 5552 450.1 5553 451 5558 451.3 5560 450.1 6221 450.1 6224 450.1 6267 446.1 6330 444.6 6509 445.1 6581 445.8 6710 445.6 6853 445.5 6861 445.8 6901 445.1 7131 443.5 7511 443.5 7532 443.5 7566 446.5 7601 446 7621 446.5 7668 446.7 7680 447.5 7692 446.7 7717 446.5 7744 447 7805 446 7931 444 7978 441 8047 440 8150 438 8188 437 8245 436 8326 435 8340 434.5 8362 434.9 8390 433 8415 432 8458 431.8 8496 432 8523 433 8566 440 8774 439.8 8913 436.9 8915 436.8 8923 433.8 8956 419 8964 416.8 8965 413.7 8992 410.7 9007 410.2 9021 410.2 9031 415.6 9041 416.8 9047 419.1 9102 441.7 9181 448.1 9318 446 9458 446.8 9615 445.5 9628 443.2 9877 444.3 10702 444.3 10849 444.4 11046 449.2 11143 449.2 11152 448.2 11267 444.4 11463 443.5 11704 443.3 12550 442.8 12635 444.4 Manning's n Values num= 8 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1483 .07 2755 .045 3901 .14 6330 .055 8415 .035 8496 .12 8915 .05 9102 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 8915 9102 49 49 49 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1483 8915 436.8 9102 12635 441.7 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev ***************** * * ** * * * * * * * * * * * * * * * * * * * * * * * * * ** 1483 8050 465 9181 12635 465 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 93141 INPUT Description: 93141 Station Elevation Data num= 97 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1483 444.4 1520 445.6 1520 460 1730 460 1730 444.4 1900 444.8 1900 460 2520 460 2520 442.5 2521 442.5 2623 442.1 2755 445 2793 441 3143 441 3159 444.1 3178 444.1 3197 441 3668 441 3675 443 3901 440.9 4044 442.8 4095 442.1 4252 447.4 4775 450 5552 450.1 5553 451 5558 451.3 5560 450.1 6221 450.1 6224 450.1 6267 446.1 6330 444.6 6509 445.1 6581 445.8 6658 446 6710 445.6 6853 445.5 6861 445.8 6901 445.1 7047 444.4 7131 443.5 7292 443.6 7511 443.5 7532 443.5 7566 446.5 7601 446 7621 446.5 7668 446.7 7680 447.5 7692 446.7 7717 446.5 7744 447 7890 445 7931 444 7961 442 7978 441 8047 440 8150 438 8245 436 8326 435 8340 434.5 8362 434.9 8390 433 8415 432 8458 431.8 8496 432 8523 433 8566 440 8774 439.8 8913 436.9 8915 436.8 8923 433.8 8956 419 8964 416.8 8965 413.7 8992 410.7 9007 410.2 9021 410.2 9031 415.6 9041 416.8 9047 419.1 9102 441.7 9181 448.1 9318 446 9615 445.5 9628 443.2 9877 444.3 10849 444.4 11046 449.2 11143 449.2 11267 444.4 11463 443.5 11704 443.3 11726 444.5 12550 442.8 12633 444.4 12670 445 Manning's n Values num= 8 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1483 .07 2755 .045 3901 .14 6330 .055 8415 .035 8496 .12 8915 .05 9102 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 8915 9102 760 790 740 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1483 8915 436.8 9102 12670 441.7 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 1483 8050 465 9181 12670 465 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 92351 INPUT Description: 92351 Station Elevation Data num= 96 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1650 460 1910 460 1910 441.8 1916 441.8 2034 441.8 2100 443.6 2100 460 2500 460 2500 444 2634 443.8 2670 445.6 2800 444.5 2887 444.7 2940 445.6 2964 442.8 3003 441 3891 441 3936 441 3952 441 5000 441 5091 440.1 5100 447 5100 450 5300 460 6250 460 6450 450 6529 447.2 6659 444.4 6813 445.7 6852 446.4 6872 448.1 6981 448.5 7061 447.2 7075 445.1 7118 445.1 7137 445.7 7161 445.7 7211 444.8 7254 444.9 7340 444 7472 442 7529 440 7560 438 7563 436 7573 434 7585 433.4 7605 434 7625 440 7650 440.3 7660 440.9 7670 440.2 7695 439.9 7720 440 7730 439 7810 430 7634 424 8326 424 8350 430 8360 431 8388 433 8405 435 8421 436 8436 438 8460 440 8475 439.5 8502 438 8550 435 8555 434.2 8613 434.2 8656 425.5 8696 415.9 8700 413.7 8717 410.7 8727 410.2 8730 410.2 8736 415.9 8740 418.3 8752 423.3 8763 423 8780 427 8799 432.8 8824 433.4 8855 440.7 8990 445.2 9164 443.7 9270 444 9455 444.8 9629 441.2 9904 441 10532 442.2 10840 442.2 11091 447.6 11367 447.9 11706 440.9 12274 447.8 12820 446 Manning's n Values num= 10 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1650 .07 2887 .045 5100 .14 7650 .05 7810 .03 8350 .05 8550 .14 8613 .05 8799 .14 8855 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 8613 8799 820 821 820 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1650 8613 434.2 8799 12820 432.8 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev 1650 7600 465 9270 12820 465 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 91530 INPUT Description: 91530 Station Elevation Data num= 99 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1748 446.8 1978 446 2190 445.3 2200 441.8 2227 441.7 2331 442.7 2405 442.6 2454 442.5 3059 442.5 3063 442.7 3101 442.3 3170 442.3 3177 443.8 3190 443.8 3267 445.3 3313 444.6 3367 441.7 3444 441.4 3586 442.6 3599 441.2 3844 441.2 3855 443.1 3891 441 3995 441 3997 441.6 4024 441 5321 441 5390 440.5 5400 450 5600 460 6550 460 6750 450 6809 436.5 6855 435.1 6870 435.1 6908 432.6 6927 432.3 6939 432.5 6969 430.6 7134 430.6 7155 431.2 7234 431.6 7240 431.6 7252 430 7276 424 7896 424 7920 430 7940 432 8024 437 8120 439 8210 445 8260 444 8340 443 8420 442 8470 442 8535 441 8560 441 8626 430 8650 424 8808 424 8832 430 8846 431 8854 432 8870 432.5 8886 432 8890 431 8920 432 8949 420.4 8966 415.8 8967 412.7 8994 410.7 9009 410.2 9023 410.2 9033 415.8 9034 424 9057 431.4 9145 439.8 9183 444.1 9200 445 9264 445.6 9365 442.2 9411 432 9655 432 9690 440.7 9706 446 9740 446 11220 446 11247 447.5 11301 446 12083 446 12192 447.3 12322 445.7 12390 440.8 12675 441.6 12785 440.4 12821 444.9 12846 440.9 12913 442.3 12940 444.1 Manning's n Values num= 11 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 1148 .07 3190 .045 5321 .14 6855 .035 7252 .03 8260 .045 8626 .03 8832 .05 9145 .14 9200 .035 9740 .07 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 8920 9145 1000 998 1000 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev zzzzzzzzzzzzzzzzz *zzzzzzz *zzzzzzzzzzzzzzzzzzzzzz 1748 8920 432 9145 12940 439.8 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev zzzzzzzzzzzzzzzzzzzzzzzzzzzz *zzzzzzzzzzzzzzzzz ** 1748 7450 465 9706 12940 465 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 90532 INPUT Description: 90532 Station Elevation Data num= 99 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev zzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzz 2300 440 2402 440 2407 440.5 2427 440.5 2439 438.6 2951 438.6 2977 439.1 3108 439.3 3122 444.3 3293 445.1 3340 443.6 3441 442.3 3504 442.1 3508 443.3 3582 442.4 3595 441 4784 441 4882 442.6 4939 440.1 4956 438.1 5000 438.2 5086 439.2 5180 438.8 5398 440.2 5445 439.8 5508 439.9 5605 441.7 5641 446.9 5778 446.9 5860 446.9 5860 452 6251 452 6312 460.1 6915 460.1 7068 453.9 7097 450.1 7172 433.3 7226 430.6 7260 430.6 7311 434.3 7369 434.2 7419 436.9 7468 435.9 7542 437.8 7880 441.5 7935 440.6 7956 441.3 8008 441.3 8065 440.2 8197 439.3 8457 439.2 8494 440.9 8533 439.1 6792 439.9 8996 441 9005 440.8 9028 440.9 9045 440.9 9070 440.8 9079 441 9085 440 9122 430 9146 424 9174 424 9198 430 9210 432 9220 435 9235 435.5 9250 435 9290 431 9296 430.2 9317 422.1 9327 415.8 9330 413.7 9342 411.6 9355 410 9385 409 9390 411 9395 415.8 9420 430.8 9468 442.1 9540 443 9604 445.3 9624 449.3 9679 441.9 9832 437.4 9839 437.4 9867 431 10123 431 10187 446.5 10772 450.4 10845 450.3 11149 452.1 11351 452.1 12014 447.6 12093 447.6 12360 447 12399 451.9 12500 451 Manning's n Values num= 10 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val zzz zzzzzzzz* zzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzz *zzzzzzzzzzzzzzzzzzzzzzzzzz 2300 .075 3508 .045 4784 .14 5860 .045 9122 .03 9198 .045 9290 .05 9468 .14 9540 .035 10123 .07 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 9290 9468 650 838 950 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev +*+ z+++++ xxxxxxxxxxzz + + + + +x + +xxxxxxxxxz + +x +xx +z+ 2300 9290 431 9468 12500 442.1 Blocked Obstructions num= 2 Sta L Sta R Elev Sta L Sta R Elev * + + + + ** xxxxxx++ x+ + + + + + + + +x +xxx + +xxxx +x + + * * +xx + ++ 2300 7530 465 10187 12500 465 CROSS SECTION RIVER: Elm Fork REACH: ef3 RS: 89694 INPUT Description: 89694 Station Elevation Data num= 100 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev xxxzzzz + + + + + + ++ xxxxxx+ xxxxz++++++++++ xzxxx+ xxxxzz +zx + + + * + + + + + +x + + +t + +xzxxx +xxxxx 2620 440 2820 440 2820 437.2 2842 437.2 2850 439.1 2870 439.1 2896 437.7 2956 437.7 3006 436.9 3023 437.1 3132 437.2 3205 436.5 3356 436.5 3435 436 3471 435.9 3554 435.9 3567 436.9 3628 437.1 3807 440.2 3835 441.5 3915 443 3926 441 4025 441 4036 444 4049 443.7 4064 441 5200 441 5224 440 5860 440 6005 440 6052 439 6099 440.8 6198 440.4 6339 440.4 6374 440 6450 440.2 6450 452 6609 452 6624 460.1 7323 460.1 7328 460.1 7399 457 7470 450.1 7478 450.1 7513 446.7 7535 445.2 7579 440.3 7607 439.8 7638 439.3 7649 440 7966 434.8 8092 433.5 8136 432.6 8215 432.4 8334 433.3 8467 438.1 8488 437.5 8580 437 8630 439 8651 440 8690 440 8710 440.1 8795 440.1 8963 440 9036 438 9265 436 9295 435 9334 433 9390 434.1 9402 434.1 9428 426.9 9434 423.2 9443 415.7 9453 412.7 9471 408 9486 411.2 9493 414.2 9503 415.7 9509 420.1 9542 430.8 9579 440.5 9592 440.9 9688 440.5 9747 445.5 9799 441.1 9854 430 10169 430 10309 438.3 10337 437.7 10369 445.2 10714 447.4 10858 446.7 11187 446.5 11211 446.5 11290 447.1 11500 446.8 11594 447.2 11677 447 12094 447.5 12180 447.5 Manning's n Values num= 8 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val ++ z+++ xxx+ x+ xxxxxxxxzzzz+++++ xxx+++++ xx+ xx+ xxxxxzzzxzzxzzzz + + + + +xzz +zx + +xxxxxxzx 2620 .05 5860 .14 6609 .045 9390 .14 9402 .05 9579 .14 9592 .05 10369 .07 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 9402 9579 0 0 0 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 2620 9402 434.1 9579 12180 440.5 Blocked Obstructions num- 2 Sta L Sta R Elev Sta L Sta R Elev +++++ xxxxxxxxxzxz + + + +xzx + + + + +x +xzzxxxx +xxxxxxzxz 2620 7700 465 10369 12180 465 SUMMARY OF MANNING'S N VALUES River:Elm Fork * Reach * River Sta. * nl * n2 * n3 * n4 * n5 * n6 * n7 * n8 * n9 * n10 * nll *ef3 * 107964 .04* .12* .05* .1* .06* *ef3 * 106657 * .06* .05* .12* .06* *ef3 105936 .06* .05* .12* .06* *ef3 * 105167 * .07* .1* .05* .12* .06* *ef3 * 102686 .07* .1* .05* .045* .03* .07* *ef3 * 101428 * .07* .045* .1* .05* .1* .045* .03* .07* *ef3 * 99708 * .055* .05* .045* .03* .09* .07* *ef3 * 98884 * .05* .045* .1* .045* .03* .09* .07* *ef3 97919 * .07* .05* .1* .05* .1* .045* .1* .07* *ef3 * 97178 * .09* .12* .05* .045* .1* .05* .08* .07* *ef3 93940 * .07* .12* .07* .05* .06* *ef3 93359 * .07* .12* .045* .035* .05* .045* *ef3 93297 * .035* .03* .035* *ef3 * 93254.5 *Bridge * *ef3 * 93212 .045* .05* .045* *ef3 * 93197 .07* .05* .12* .065* .045* .05* .05* *ef3 * 93196 * .07* .05* .12* .065* .045* .02* .05* *ef3 93191 .07* .05* .12* .065* .045* .02* .05* *ef3 * 93190 * .07* .045* .14* .055* .035* .12* .05* .045* *ef3 * 93141 .07* .045* .14* .055* .035* .12* .05* .045* *ef3 * 92351 * .07* .045* .14* .05* .03* .05* .14* .05* .14* .04* *ef3 * 91530 * .07* .045* .14* .035* .03* .045* .03* .05* .14* .035* .07* *ef3 * 90532 * .075* .045* .14* .045* .03* .045* .05* .14* .035* .07* *ef3 89694 .05* .14* .045* .14* .05* .14* .05* .07* + * + + + + * * * + + * + + * + * + + + * * * * * * * * * +* ++++****+++++++****+*+++++++++++++++++*++++++++++ SUMMARY OF REACH LENGTHS River: Elm Fork * +++++****+**********+++++++**+++++ Reach * River Sta. * + + Left * Channel * + + + + + + + * + + + + + + + + + + + + Right + + + + + * * +* *ef3 * 107964 * 850* 1307* 800* *ef3 * 106657 * 850* 721* 560* *ef3 105936 870* 769* 770* *ef3 * 105167 * 1500* 2481* 1100* *ef3 * 102686 900* 1258* 600* *ef3 101428 * 930* 1720* 870* *ef3 * 99708 * 900* 824* 900* *ef3 98884 920* 965* 900* *ef3 * 97919 * 700* 741* 700* *ef3 * 97178 * 2200* 3238* 1350* *ef3 93940 * 650* 581* 460* *ef3 * 93359 62* 62* 62* *ef3 * 93297 * 85* 85* 85* *ef3 93254.5 *Bridge *ef3 * 93212 * 10* 15* 20* *ef3 * 93197 * 1* 1* 1* *ef3 93196 * 5* 5* 5* *ef3 * 93191 * 1* 1* 1* *ef3 * 93190 * 49* 49* 49* *ef3 * 93141 * 760* 790* 740* *ef3 * 92351 820* 821* 820* *ef3 * 91530 * 1000* 998* 1000* *ef3 * 90532 * 650* 838* 950* *ef3 * 89694 * 0* 0* 0* SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: Elm Fork * Reach * River Sta. * Contr. * Expan. *ef3 107964 * 1* .3* *ef3 * 106657 * 1* .3* *ef3 * 105936 * 1* .3* *ef3 * 105167 * 1* .3* *ef3 * 102686 1* .3* *ef3 * 101428 * 1* .3* *ef3 * 99708 * 1* .3* *ef3 98884 1* .3* *ef3 * 97919 * 1* .3* *ef3 * 97178 * 1* .3* *ef3 93940 * 1* .3* *ef3 93359 * 1* .3* *ef3 93297 * .1* .3* *ef3 * 93254.5 *Bridge *ef3 * 93212 * .1* .3* *ef3 * 93197 * .1* .3* *ef3 * 93196 * .1* .3* *ef3 * 93191 .1* .3* *ef3 * 93190 * .1* .3* *ef3 93141 * .1* .3* *ef3 * 92351 .l* .3* *ef3 * 91530 * .1* .3* *ef3 90532 .1* .3* *ef3 * 89694 * .1* .3* Profile Output Table - Standard Table 1 + x + xxxx x+++ x++++++ xxxx+++++ xx+ xxxxx++++++++++ x++++++ xx+ xxx++ x+ x+++++++ xxxxxxxxxxxxxx+ x+ x+ x+ x+++++++ xx+++ xx+ x+ x++++ x +xx + + +xxxxxxxxxxxxxxxxx + +xx + + +x * Reach * River Sta * Q Total *Min Ch E1 *W.S. Elev *Grit W.S. *E.G. Elev *E.G. Slope * Vel Chnl *Flow Area *Top Width *Froude # Chl * xx++++++++++ * xx++++++++ * (cfs) x++++++ x+ xxxxxxx+++++++++++++ * (ft) * (ft) x+ x+ * x+++++++++ (ft) * xx+ (ft) xx++++++ * x++++++++++++ (ft /ft) * (ft /s) * xx+ x+ x+ xx++++++++ (sq ft) * + + + +x + + (ft) + + + + + + + + + * + + + +x * + + +x + + ++ ++ x+ x+ x++ * ef3 * 89694 * 43500.00 * 408.00 * 442.44 * 436.63 * 442.53 * 0.000262 * 3.32 19236.12 * 2584.95 * 0.13 * ef3 * * + 89694 + 43500.00 408.00 * x + 442.66 * + 436.58 * + 442.75 x 0.000243 * + 3.22 * 19718.80 * * 2562.92 + + 0.13 + • ef3 * 90532 * 43500.00 409.00 442.63 * 431.99 * 442.80 * 0.000341 * 3.89 * 14220.44 * 2477.79 0.15 • ef3 90532 43500.00 * 409.00 442.83 * 431.99 * 442.99 * 0.000317 * 3.78 * 14667.88 2473.72 0.15 • ef3 * 91530 43500.00 * 410.20 442.83 432.01 * 442.89 0.000050 * 1.37 22905.10 1896.06 0.06 • ef3 x x 91530 * x 43500.00 * 410.20 + + 443.03 x 432.01 * + 443.09 * * 0.000048 * x 1.36 * 23274.45 + * 1921.47 * * x 0.06 + • ef3 * 92351 * 43500.00 * 410.20 * 442.86 * 434.20 * 442.96 * 0.000089 * 2.04 * 17350.60 * 1319.75 * 0.08 • ef3 x * x 92351 * + 43500.00 * 410.20 * * x 443.05 * + 434.20 * + 443.15 + 0.000086 * + 2.02 * 17327.85 + * 1255.00 + * x 0.08 x • ef3 * 93141 * 43500.00 * 410.20 * 442.98 * 431.60 * 443.51 * 0.000994 * 6.94 9176.98 * 1067.78 * 0.26 • ef3 * 93141 43500.00 * 410.20 * 443.14 * 431.60 * 443.79 * 0.001140 * 7.47 8012.86 827.00 * 0.28 • ef3 * 93190 43500.00 * 410.20 * 443.04 * 431.60 * 443.56 * 0.000977 * 6.89 * 9247.99 * 1068.50 * 0.26 • ef3 x * + 93190 * + 43500.00 * 410.20 * + + 443.29 * x 431.60 * + 443.85 * + 0.001011 * + 7.06 * 8687.79 + * 903.00 + * x 0.27 + • ef3 * 93191 * 43500.00 * 433.70 * 442.25 * 441.44 * 443.90 * 0.002803 * 15.18 * 5317.44 * 1000.00 * 0.95 • ef3 * 93191 * 43500.00 * 433.70 * 442.71 * 441.44 * 444.11 * 0.002207 * 13.99 * 5784.23 * 1000.00 * 0.85 • ef3 * 93196 43500.00 * 433.70 * 442.31 * 441.44 * 443.92 * 0.002712 * 15.01 5380.45 * 1000.00 * 0.93 • ef3 * 93196 * 43500.00 * 433.70 * 442.73 * 441.44 * 444.11 * 0.002190 * 13.95 * 5799.46 * 1000.00 * 0.84 • ef3 * 93197 * 43500.00 * 417.50 * 443.50 * 438.50 * 444.03 * 0.001346 * 7.17 * 8034.56 * 1000.00 * 0.30 • ef3 * + 93197 + 43500.00 * 417.50 * + + 443.69 * + 438.50 * * 444.20 * + 0.001261 * + 6.99 * 8229.91 + * 1000.00 x * + 0.29 + + • ef3 * 93212 * 43500.00 * 417.50 * 443.47 * 439.19 * 444.07 * 0.001383 * 7.84 * 7827.60 * 1019.37 * 0.31 • ef3 + * x 93212 * x 43500.00 * 417.50 * + x 443.67 * + 439.18 * + 444.24 * * 0.001292 * * 7.63 * 8028.97 + * 1018.00 x * x 0.30 * * ef3 x * * 93254.5 * x Bridge + + * x + x + + * + * ef3 * 93297 * 43500.00 * 417.50 * 443.49 * 439.47 * 444.24 * 0.000654 * 8.99 * 7839.55 * 1019.43 * 0.35 * ef3 x 93297 x 43500.00 * 417.50 * + + 443.68 * x 439.47 * + 444.39 * x 0.000614 * + 8.77 * 8039.38 * * 1018.00 x * x 0.34 x x * ef3 * 93359 * 43500.00 * 417.50 * 443.67 * 438.18 * 444.32 * 0.001541 * 7.50 * 7235.27 * 1060.34 * 0.32 * ef3 + * + 93359 x 43500.00 * 417.50 * + x 443.86 * + 438.18 * + 444.47 * + 0.001434 * + 7.28 * 7432.26 + * 1060.00 + * + 0.31 + * ef3 * 93940 * 43500.00 * 417.30 * 444.66 * 441.64 * 445.20 * 0.001411 * 7.56 * 11215.89 * 2220.00 * 0.31 * ef3 * 93940 * 43500.00 * 417.30 * 444.78 * 441.63 * 445.30 * 0.001364 * 7.46 * 11295.21 * 2100.00 * 0.31 * ef3 * 97178 * 42900.00 * 416.50 * 447.07 444.90 * 447.18 * 0.000600 * 4.36 * 25205.72 * 5250.00 * 0.19 * ef3 x * * 97178 * + 42900.00 * 416.50 * x + 447.21 * + 444.90 * + 447.33 * + 0.000646 * + 4.55 * 22380.10 x * 4598.00 * * + 0.20 + * ef3 * 97919 * 42900.00 * 416.20 * 447.44 * 443.92 * 447.48 * 0.000325 * 3.07 * 33162.39 * 9125.75 * 0.14 * ef3 + * + 97919 * + 42900.00 * 416.20 * x + 447.62 * x 444.00 * * 447.67 * + 0.000355 * * 3.23 * 29833.41 + * 5930.00 x * x 0.15 + • ef3 * 98884 River 42900.00 * 416.90 * 447.66 * 444.12 * 447.70 * 0.000183 * 2.88 * 33011.64 * 6627.43 * 0.12 • ef3 * 98884 * 42900.00 * 416.90 * 447.84 * 444.11 * 447.88 * 0.000166 * 2.76 * 33999.02 * 6565.16 * 0.12 • ef3 * 99708 * 42900.00 * 417.60 * 447.81 * 444.10 * 447.84 * 0.000145 * 2.41 * 33607.97 * 7704.08 * 0.10 • ef3 * * 99708 * * + 42900.00 * + 417.60 * * 447.98 * 444.09 * + + 448.01 * + 0.000132 * 2.32 * * * 34290.42 * * 7333.53 * * 0.09 + • ef3 * 101428 13259.85 42900.00 * 416.90 * 447.95 * 443.92 * 447.98 * 0.000132 * 2.12 * 32304.51 * 7301.67 * 0.09 • ef3 * 101428 + * * 42900.00 * * 418.90 * * 448.10 * 443.91 * * + 448.14 * + 0.000128 * 2.10 * + + 30682.69 * + 6799.00 * + 0.09 * * • ef3 * 102686 * 42900.00 * 419.80 * 448.03 * 444.01 * 448.07 * 0.000120 * 1.81 * 31534.77 * 6843.29 * 0.09 • ef3 * 102686 * 42900.00 * 419.80 * 448.19 * 444.01 * 448.22 * 0.000121 * 1.83 * 28513.76 * 5305.59 * 0.09 • ef3 * 105167 * 31600.00 * 419.00 * 448.45 * 445.79 * 448.55 * 0.000548 * 4.43 * 19861.67 * 5255.84 * 0.18 • ef3 * 105167 * * + 31600.00 * + 419.00 * + 448.58 * 445.79 * + + 448.67 * 0.000504 * 4.27 * + + 20463.72 * * 5170.84 * + 0.18 + + • ef3 * 105936 * 31600.00 * 416.75 * 448.79 * 442.24 * 448.85 * 0.000286 * 3.19 * 24006.11 * 5727.22 * 0.14 • ef3 * 105936 * * 31600.00 * + 418.75 * * 448.90 * 442.24 * * + 448.96 * + 0.000288 * 3.21 * * + 23840.53 * + 5335.00 * 0.14 * * • ef3 * 106657 7.78 31600.00 * 420.20 * 448.98 * 441.75 * 449.08 * 0.000364 * 3.78 * 20393.68 * 5700.01 * 0.16 • ef3 * * 106657 + * * 31600.00 * * 420.20 * + 449.09 * 441.75 * + * 449.18 * * 0.000364 * 3.70 * + * 20706.46 * * 5512.38 * * 0.15 + • ef3 * 107964 * 31600.00 * 422.71 * 449.26 * 446.00 * 449.34 * 0.000210 * 2.02 * 20151.63 * 4218.30 * 0.11 • ef3 * 107964 * 31600.00 * 422.71 * 449.36 * 446.00 * 449.43 * 0.000202 * 1.99 * 20548.41 * 4217.00 * 0.11 Profile Output Table - Standard Table 2 * Reach * River Sta * E.G. Elev *W.S. Elev * Vel Head *Frctn Loss *C & E Loss * Q Left *Q Channel * Q Right *Top Width * * * * (ft) * (ft) * (ft) * (ft) * (ft) * (cfs) * (cfs) * (cfs) * (ft) * * ef3 * 89694 * 442.53 * 442.44 * 0.09 * * * 18767.04 * 11345.45 * 13387.51 * 2584.95 * * ef3 * 89694 * 442.75 * 442.66 * 0.09 * * 19103.55 * 11136.60 * 13259.85 * 2562.92 * • ef3 * 90532 * 442.80 * 442.63 * 0.17 * 0.24 * 0.02 * 15605.07 * 13995.01 * 13899.93 * 2477.79 * • ef3 + * * 90532 + 442.99 * + 442.83 * * 0.16 * * 0.22 * + 0.02 * 15927.19 + 13726.92 * + + 13845.69 * 2473.72 * * * • ef3 * 91530 * 442.89 * 442.83 * 0.06 * 0.09 * 0.01 * 33596.46 * 5527.53 * 4376.01 * 1896.06 * • ef3 * * * 91530 * * 443.09 * * 443.03 * + 0.06 * + 0.08 * + 0.01 * 33561.93 + * 5511.14 * * + 4426.93 * 1921.47 * + + • ef3 * 92351 * 442.96 * 442.86 * 0.11 * 0.06 * 0.01 * 35524.05 * 7781.60 * 194.36 * 1319.75 * • ef3 * * 92351 * * 443.15 * + 443.05 * + 0.11 * + 0.05 * + 0.01 * 35522.98 * * 7771.30 * * + 205.72 1255.00 * + + * • ef3 * 93141 443.51 * 442.98 * 0.53 * 0.42 * 0.13 * 15562.04 * 27930.18 * 7.78 * 1067.78 * • ef3 * * 93141 * 443.79 * * 443.14 * + 0.66 * * 0.47 * * 0.16 * 13217.02 * * 30270.88 * + + 12.11 827.00 * + + * • ef3 * 93190 443.56 * 443.04 * 0.52 * 0.05 * 0.00 * 15674.96 * 27816.36 * 8.68 * 1068.50 * • ef3 * 93190 * 443.85 * 443.29 * 0.57 * 0.05 * 0.01 * 14639.70 * 28845.40 * 14.91 903.00 * • ef3 * 93191 * 443.90 * 442.25 * 1.66 * 0.00 * 0.34 * 27125.93 * 14089.09 * 2284.98 * 1000.00 * • ef3 * * + 93191 * + 444.11 * + 442.71 * + 1.39 * * 0.00 * * 0.25 * 27354.44 * * 13740.03 * + + 2405.54 * 1000.00 * + * ef3 * 93196 * 443.92 442.31 * 1.62 * 0.01 * 0.00 * 27157.64 * 14039.98 * 2302.38 * 1000.00 * ef3 * + 93196 * * 444.11 * + 442.73 * * 1.39 * 0.01 * * 0.00 * * 27361.63 * + + 13729.21 * 2409.16 * * * 1000.00 * * * ef3 * 93197 * 444.03 * 443.50 * 0.54 0.00 * 0.11 * 22762.54 * 19769.65 * 967.82 * 1000.00 * ef3 93197 * 444.20 * 443.69 0.51 * 0.00 0.09 * 23029.95 * 19478.42 * 991.63 * 1000.00 * ef3 * 93212 444.07 * 443.47 0.60 0.02 * 0.02 * 22579.95 18882.91 2037.14 * 1019.37 * ef3 + + 93212 * * 444.24 * + 443.67 * 0.56 0.02 + 0.02 + 22870.71 + * 18554.84 2074.45 * * 1018.00 * * ef3 * + 93254.5 + Bridge * + + * + + + + + + * ef3 * 93297 * 444.24 * 443.49 * 0.75 * 0.00 * 0.00 * 20024.53 * 21668.31 * 1807.15 * 1019.43 * ef3 * + 93297 * 444.39 * + 443.68 * * 0.71 * 0.00 * * 0.00 * * 20319.64 + * 21336.85 1843.51 * + + 1018.00 + + * ef3 * 93359 * 444.32 * 443.67 * 0.64 * 0.07 * 0.01 * 20224.03 * 22430.19 * 845.79 * 1060.34 * ef3 * 93359 * * 444.47 * * 443.86 * + 0.61 * 0.06 + * 0.01 * * 20564.88 * * * 22030.52 * 904.60 * + * 1060.00 + * * ef3 * 93940 * 445.20 * 444.66 * 0.54 * 0.87 * 0.01 * 10980.63 * 24334.90 * 8184.48 * 2220.00 * ef3 + * * 93940 * + 445.30 * + 444.78 * + 0.52 * 0.83 + * 0.01 * * 10955.93 * + + 24181.51 8362.56 * * * 2100.00 * * ef3 * 97178 * 447.18 * 447.07 * 0.10 * 1.93 * 0.04 * 5389.57 * 11684.47 * 25825.96 * 5250.00 * ef3 * 97178 447.33 * 447.21 * 0.12 * 1.99 * 0.04 * 2294.49 * 12307.16 * 28298.34 * 4598.00 * ef3 * 97919 * 447.48 * 447.44 * 0.04 * 0.30 * 0.01 * 11863.90 * 6833.99 * 24202.11 * 9125.75 * ef3 * 97919 * 447.67 * 447.62 * 0.05 * 0.33 * 0.01 * 8837.25 * 7281.84 * 26780.92 * 5930.00 * ef3 * 98884 * 447.70 * 447.66 * 0.04 * 0.21 * 0.00 * 9295.19 * 6763.52 * 26841.29 * 6627.43 * ef3 * + 98884 * * 447.88 * + 447.84 * * 0.04 * 0.21 + * 0.00 + * 9240.68 * + + 6556.18 * 27103.14 * * * 6565.16 * + * ef3 * 99708 * 447.84 * 447.81 * 0.03 * 0.14 * 0.00 * 5348.99 * 6487.70 * 31063.31 * 7704.08 * ef3 * + 99708 + 448.01 * + 447.98 * + 0.03 * 0.13 + * 0.00 + * 5488.01 * + + 6294.31 * 31117.69 * * * 7333.53 * * * ef3 * 101428 * 447.98 * 447.95 * 0.03 * 0.14 * 0.00 * 1333.81 * 5191.03 * 36375.16 * 7301.67 * ef3 * + 101428 * + 448.14 * * 448.10 * * 0.03 * 0.13 + * 0.00 * 1491.98 * * * 5195.21 * 36212.81 * * * 6799.00 * * * ef3 * 102686 448.07 * 448.03 * 0.03 * 0.09 * 0.00 * 1527.98 * 5203.07 * 36168.95 * 6843.29 * ef3 * * 102686 * + 448.22 * * 448.19 * + 0.04 * 0.09 + * 0.00 * * 1161.70 * * * 5320.84 * 36417.46 * + * 5305.59 * * * ef3 * 105167 * 448.55 * 448.45 * 0.10 * 0.46 * 0.02 * 2326.42 * 8584.20 * 20689.38 * 5255.84 * ef3 + * + 105167 * + 448.67 * * 448.58 * + 0.09 * 0.43 + * 0.02 * * 2307.58 * + * 8332.36 * 20960.05 * * * 5170.84 * * ef3 * 105936 448.85 * 446.79 * 0.06 * 0.29 * 0.00 * 6729.40 * 8158.74 * 16711.86 * 5727.22 * ef3 * + 105936 * * 448.96 * + 448.90 * * 0.06 * 0.29 * * 0.00 * * 5868.07 * + + 8276.33 * 17455.61 * * + 5335.00 + * * ef3 * 106657 * 449.08 * 448.98 * 0.10 * 0.22 * 0.01 * 6546.88 * 9962.74 * 15090.38 * 5700.01 * ef3 * 106657 * 449.18 * 449.09 * 0.09 * 0.22 * 0.01 * 6477.48 * 9799.51 * 15323.01 * 5512.38 * ef3 * 107964 449.34 * 449.26 * 0.08 * 0.26 * 0.00 * 17269.66 * 6011.87 * 8318.47 * 4218.30 * ef3 * 107964 449.43 * 449.36 * 0.08 * 0.25 * 0.00 * 17150.73 * 5979.52 * 8469.76 * 4217.00