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Home My WebLink AboutWF-10-03City of WheatjdJge COMMUNr-rv DEVELOPMENT City of Wheat Ridge Municipal Building May 3, 2010 Mike Pippin 350 Starfire Way Golden, CO 80401 Dear Mr. Pippin 7500 W. 29'h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 Please be advised that on April 19, 2010, Tim Paranto, city floodplain administrator, approved your request for a Class I special exception permit to allow the placement of fill in the 100-year floodplain on property located at 4240 Pierson Street. A condition of approval was that an engineering report of as- built conditions be submitted after the fill placement is complete. A grading permit was approved by Dave Brossman, development review engineer and issued to Henry Hollander on April 28, 2010. See attached approval letter from Mr. Brossman and floodplain approval permit. If you have any questions, feel free to contact me at 303-235-2848. Sincerely, Meredith Reckert, AICP Senior Planner www.cLwheatridge.co.us Page 1 of 1 Meredith Reckert From: Dave Brossman Sent: Wednesday, April 28, 2010 3:46 PM To: Henry Hollender (henry@hvseng.com) Cc: Steve Nguyen, Russ Higgins; Meredith Reckert; Bill LaRow Subject: Approval Letter for Pippin Attachments: 4240 Pierson - Pippin Subdivision-Grading - approval. ltr. pdf Hi Henry - As I mentioned to you while you were here, since I whipped out the approval letter for Pippin's Grading & Erosion Control Plans while you obtained the Grading Permit, that if I came across a typo I would e- mail you the revised copy. Well I have indeed discovered a couple of typos, so please replace the previous copy I gave to you with the attached version. Thanks- D. David F. Brossman, P.L.S. Development Review Engineer/City Surveyor 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office and Fax: 303-235-2864 www.ci.wheatridge.co.us City of at ,4F_ 1tUBtlC WORKS A Please consider the environment before printing this e-mail CONFIDENTIALITY NOTICE: This e-mail contains business-confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. 5/3/2010 The City of Wheat Ridge Flood Plain Development Permit Application Information F -It) - at Date Lf ' 9. /o Telephone S0Y o 1 Project Location/Directions ' 40 I'- e er ~ Sir. e e + Project Description Single Family Residential New Construction _Channelization -Multi-Family Residential -Substantial ✓ Fill Improvement (>50%) Manufactured (Mobile) Home -Improvement (<50%) _Bridge/Culvert - Non-residential Rehabilitation -Levee Other/Explanations Class of Permit/Fee Schedule ✓ Class I (structures for non-human occupancy) $300 -Class lI (structures for human occupancy) $840 (includes public noticing fees) I have read and understand and will comply with the requirements of this Flood Plain Permit. : Z~/® /ll~ Y~ Date (To be completed by Flood Plain Administrator) Flood Hazard Data Watercourse Name L _ ,4.f The project is proposed in the Floodway Floodway Fringe X Base (100-year) flood elevation(s) at project site S3 / Elevation required for Lowest Floor NGVD / Floodproofing NGVD Source Documents: Reports/Maps -20,o 7 -7;-CO-&4 JZ~~ Proposal Review Checklist Site development plans are complete and depict flood hazard data. Engineering data is provided for proposed map and floodway revisions. Floodway Certificate and data documents no increase in flood heights. Subdivision proposals minimize flood damage and protect utilities. Lowest floor elevations are above the base (100-year) flood level. Manufactured homes address elevation and anchoring requirements. A Floodproofing Certificate certifies floodproofing designs. Other: Permit Action 1` Permit Approved: The information submitted for the proposed project was reviewed and is in compliance with approved flood plain management standards (site development plans are on file). Permit Denied: The proposed project does not meet approved flood plain management standards (explanation is on file). Variance Granted: A variance was granted from the base (100-year) flood elevations established by FEMA consistent with variance requirements of NFIP regulations Part 60.6 (variance action documentation is on file). Flood Plain Administrator's Signature Date Comments: a/ 49 2/~,'G 2£ -'Z S- c a+z ,o , / r,tit s A rE2 0~ cE l/9G T e t /t/ t iS ,r40- lJGiA,"90. Compliance Documentation Map Revision Data. Certified documentation by a registered professional engineer of as-built conditions for flood plain alterations were received and submitted to FEMA for a flood insurance map revision. Fill Certificate. A community official certified the elevation, compaction, slope and slope protection for all fill placed in the flood plain consistent with NFIP regulations Part 65.5 for map revisions. Elevation and Floodproofing Certificates. The as-built elevation of the builiding's lowest floor was certified as NGVD; or the building's floodproofing level was certified as NGVD; by a registered professional engineer or licensed surveyor and is on file. Certificate of Occupancy or Compliance Issued on Date Rev. 3/11/03 ` City of Wheat midge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 April 28, 2010 Henry Hollender, P.E. HVS Engineering, Inc. 5777 Olde Wadsworth Blvd, Ste R-800 Arvada, CO 80002 303.940.5807 Re: Second Review Comments of the Grading & Erosion Control Plan for the 4240 Pierson Street. Dear Mr. Hollender, I have completed the second of the above referenced document received on April 28, 2010. This letter is to inform you that all of the above-mentioned documents for this development have been reviewed and with comments are hereby approved for construction by the Department of Public Works. Grading & Erosion Control Plan: Please be aware of the following items regarding the construction of the project: 1. Public Improvement Restoration/Debris Tracking It will be the responsibility of the of the contractor for the project to repair any damage to the existing public improvements along Pierson Street as a result of related construction traffic in the area. Also, the contractor will be responsible for maintaining Pierson Street on a regular basis such that it remains free of construction debris and tracking from construction traffic accessing the site. 2. Drainage Certification Required Upon completion of the site grading and prior to Final Acceptance of the work by Public Works, the Engineer-of-Record Mr. Henry Hollender, P.E. shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter stating that the site grading was completed per the approved Grading and Erosion Control Plan, that the drainage shall function as defined in the approved Floodplain Analysis dated April 9, 2010, and that the site has been accurately surveyed to confirm that the construction of these items were completed in accordance with these documents. The Drainage Certification Letter shall be submitted to the City for review and approval, and shall be accompanied with As-Built Plans supplying sufficient spot elevations in support of the Drainage Certification Letter. Two (2) copies of the "As-Built" Plans shall be submitted as follows: a. 1 copy shall be on full-size 24" X 36 " bond paper, signed and sealed, and b. 1 copy shall be on electronic media (CD-ROM) in AutoCAD 2003-2007 dwg format only. The following requirements pertain to and shall be enforced at the time of the Building Permit: 3. Required Public Improvements Curb, gutter, and sidewalk must be constructed across the entire Pierson Street frontage prior to issuance of the Certificate of Occupancy, per Section 5-45 of the Municipal Code of Laws. www.ci.wheatridge.co. us Public Works Engineering April 28, 2010 Page 2 4. Right-of-Way Construction Permit(s), Licensing, and Bonding Prior to any construction within the public right-of-way, the necessary Right-of-Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right-of-Way Construction Permits are issued only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, and easement or ROW dedications. In addition, if the cost of the proposed public improvements exceeds $10,000, additional warranty bonding shall be required. 2-Year Warranty Period for Public Improvements The contractor shall warrant any work performed within the public Right-of-Way for a period of two (2) years, commencing upon completion of all constructed public improvements and Final Acceptance by the City Inspector. Prior to the expiration of said 2-year Warranty Period, if the City Inspector at any time deems that the constructed public improvements are in such condition as to require replacement or repairs, the contractor shall complete such repair work upon request per the City of Wheat Ridge Permit Testing and Inspection Requirements. 6. Materials Testing for any Construction within the Public Right-of-Way It will be the responsibility of the developer/owner, to provide the necessary testing, as applicable for the scope of this project, for sub-grade compaction and other related material tests for any improvements to be constructed within the public Right-of-Way. (SEE ATTACHED MATERIAL SAMPLING & TESTING REQUIREMENTS) The above comments are as of the date reviewed and may not reflect all comments from other departments or reviewing agencies. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. City Surveyor/Development Review Engineer CC: Steve Nguyen, Engineering Manager Russ Higgins, Field Services Supervisor Meredith Reckert, Senior Planner Bill LaRow, Stormwater Quality Program Manager File www.ci.wheatridge.co. us 4240 Pierson - Pippin Subdivision Grading - approval.ln.doc Public Works Engineering April 28, 2010 Page 3 CITY OF WHEAT RIDGE MATERIALS AND TESTING REQUIREMENTS FOR CONSTRUCTION OF PUBLIC IMPROVEMENTS DESCRIPTION Materials sampling and testing for public improvements shall be performed by an independent materials testing company at the expense of the developer, and/or utility district. Unless otherwise designated, all referenced specifications, standards or policies shall be the latest edition as revised or updated by approved supplements published and issued prior to the date of the building permit. REQUIREMENTS All materials sampling and testing shall be performed by certified, experienced and qualified materials testing technicians who work under the supervision of a registered professional engineer in the State of Colorado. All materials sampling and testing equipment shall be serviceable and have current calibrated certifications. Soil classifications and moisture-density curves shall be provided to the Department of Public Works inspector prior to in-place density testing. Materials testing technicians shall furnish copies of failed test results to the inspector as promptly as the results become available. On a weekly basis when testing is being performed, the developer shall furnish the inspector with copies of all test results taken during the prior week and a cover letter, signed by the supervising registered professional engineer, which summarizes the results and discusses any failed tests or inconsistencies. The City materials testing requirements are provided in Table 720-1. All testing procedures of verification and central lab requirements shall be as specified in the Frequency Guide Schedule of the Colorado Department of Transportation Field Materials Manual. One test is required for any fraction of the specified frequency. The reference to Section 203.07 in the table is from the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction. www.ci.wheatridge.co. us 4240 Pierson - Pippin Subdivision_Gmding - approvalltr.doe Public Works Engineering April 28, 2010 Page 4 Table 720-1 City of Wheat Ridge Materials Testing Requirements Type of Test Frequency Remarks Soil Survey (Classification), 1 per 500 feet of roadway, Surveys for roadway and trench AASHTO M145 Sidewalk or pipe trench may be combined Moisture-Density Curve, I per on-site soil type AASHTO method determined AASHTO T99 1 per import material source By soil or materials type Embankment in-place density, 1 per 250 feet per lane per 6-inch Minimum density per soil Colorado Procedures loose lift classification, Section 203.07 Roadway subgrade in-place I per 250 feet per lane Minimum density per soil density, Colorado Procedures Classification, Section 203.07 Sidewalk subgrade in-place 1 per 250 feet of sidewalk Minimum density per soil density, Colorado Procedures Classification, Section 203.07 Pipe trench in-place density, 1 per 200 feet of trench per 18 Minimum density per soil Colorado Procedures inch vertical interval Classification, Section 203.07 Aggregate base course in-place 1 per 250 feet per lane Minimum 95% of maximum density, Colorado Procedures Density, T180 Lime treated subgrade in place 1 per 250 feet per lane No less than 95% of std. dry density, Colorado Procedures density and opt. moisture, T99 Cement treated base in place 1 per 250 feet per lane Density in accordance with contract density, Colorado Procedures documents, T134 Hot Bituminous Pavement 1 per 1000 tons Within specifications of asphalt content and gradation Approved mix design, binder PG 64-22 Hot Bituminous Pavement in 1 per 100 tons 92-96% of maximum density, T209 place density, Colo. Procedures Concrete compressive strength I set per 50 cubic yards PCC pavement, structural AASHTO Procedures Concrete, sidewalks and curbing Concrete air content and slump 1 per 25 cubic yards PCC pavement, structural AASHTO Procedures Concrete, sidewalks and curbing www.d.wbeatridge.co.us 4240 Pierson -Pippin Subdivision Grading- approvalltr.doc GERTIFIGA I t OF SURVEY . O O O . i • S~riN i- a: a, n i J J!- e 7{ I ! sr= z/ ~ ! r.iS i I R [rw ~I c N \r 3 ; I 1;211 ; I A00 qTF OF CO~c)~'~`. 4 „ ✓OB NO: art OF SURVEY: fJu•a _ - oIJ FLOODPLAIN ANALYSIS PIPPIN PROPERTY. 4240 PIERSON STREET WHEAT RIDGE, COLORADO April 9, 2010 PREPARED BY: HVS ENGINEERING, INC 9201 WEST TENNESSEE AVENUE LAKEWOOD, CO 80226 303 - 940-5807 PRINCIPAL IN CHARGE: HENRY HOLLENDER, PE aw a TABLE OF CONTENTS INTRODUCTION PURPOSE . RELATED STUDIES METHODOLOGY FLOOD ANALYSIS CONCLUSIONS APPENDIX FLOOD INSURANCE RATE MAP (FIRM) NUMBER 08059C0215E HEC-RAS DATA INPUT AND RESULTS - DUPLICATE EFFECTIVE MODEL INPUT AND RESULTS - EXISTING INPUT AND RESULTS - PROPOSED SHEET 13 FROM THE 2007 FHAD GRADING PERMIT DRAWING (REAR POCKET) PAGE I 1 1 2 2 3 INTRODUCTION The Pippen Property is located in the City of Wheat Ridge with mailing addresses of 4240 Pierson Street, Wheat Ridge, CO 80033. The property is in the Southwest Quarter of Section 21, Township 3 South, Range 69 West. A significant portion of the property is located in the 100-year floodplain for Clear Creek, designated as Zone AE on Flood Insurance Rate Map (FIRM) Community Panel Number 085079 0215 E. The property consists of three lots located north of Clear Creek on the east side of the cul-de-sac at the south end of the 4200 block of Pierson Street. There is an existing duplex on the northernmost lot. The other two lots are currently vacant. Fill was placed on the vacant lots without the proper permits. Most of this fill has subsequently been removed. PURPOSE The purpose of this analysis is to identify the amount of fill that must be placed on the buildable portion of the two vacant lots to remove it from the 100-year floodplain, determine the effects of the fill on the 100-year flood elevations, and support a permit application to the City of Wheat Ridge for placement of the fill. RELATED STUDIES The 100-year flood elevations indicated on the FIRM were determined based on the Flood Hazard Area Delineation (FHAD) for Clear Creek in Adams and Jefferson Counties prepared by Gingery Associates, Inc. in November of 1979. The City of Wheat Ridge has adopted a more recent FHAD prepared for Clear Creek in Jefferson County and Denver by ICON Engineering, Inc. in April of 2007 as the official map of the 100-year floodplain for regulatory purposes. The FEMA map, however, has not yet been revised based on this study. . eK va Additional floodplain analyses were prepared by HV S Engi Bering, Inc. on this property and the Smith-Parchman property, which is located just wesEof the Pippin property. The most recent of these studies is dated February 10, 2010. This study analyzes as-built fill that was placed on the Smith-Parchmen property and was submitted by the City of Wheat Ridge to the Urban Drainage and Flood Control District (UDFCD) on March 9, 2010 for consideration in revising the ICON study prior to revising the FEMA map. This study included updated floodplain boundaries on the Pippin property based on the most recent field surveys. METHODOLOGY The as-built HEC-RAS files that were used in the February 10, 2010 Floodplain Analysis of the Smith-Parchman property were modified by adding a section through the Pippen property to produce an existing and proposed model. The input and results from as-built run, before they were modified, are included herein as the duplicate effective model. The section that was added on the Pippin property is at river station 58933, which is at the westernmost location within the permissible building envelop of the property. This section was selected because it is the most upstream portion of the building envelop and, thus, will identify the highest 100-year flood elevation within that envelop. The existing model was developed using field survey information provided by Curt Carroll, PLS of Bear Creek Land Surveying based on NAVD1988 datum to produce the portion of cross section at station 58933 on, and immediately south of the Pippin property. The remainder of the section was interpolated from the contour information on Sheet 13 of the 2007 FHAD. The proposed model was developed by modifying the section at station 58933 to reflect contour information of the proposed fill on the Pippin property as shown on the Grading Plan. FLOOD ANALYSIS The closest section upstream of the Pippin property is at station 59276. The closest section downstream of the Pippin property is at station 58816. The 100-year flood elevation at station 59276 is 5393.65 in all of the runs. The 100-year flood elevation at station 58816 is 5390.38 in all of the runs. The 100-year flood elevation at station 58933 is 5391.53 in the existing model and 5391.44 in the proposed model. The program indicates that a slight reduction in 100-year flood elevation can be expected in the proposed condition is due to an increase in velocity in the vicinity of the property when the fill is placed. Input and results from the duplicate effective, existing, and proposed runs are provided in the appendix. A copy of the floodplain map from the 2007 MAD with the 100-year floodplain as modified due to the placement of fill on the Pippen property is also included in the appendix. Finally, a Grading Permit Drawing showing both existing and proposed elevations on, and in the vicinity of the Pippin property is included in the rear pocket of the report. This drawing shows the 100-year floodplains from the 2007 MAD and as modified by the proposed fill. CONCLUSIONS All of the two vacant lots on the Pippin property are located within the 100-year floodplain on the FEMA FIRM. Most of this property removed from the 100-year floodplain in the 2007 FHAD. The presence or absence of fill on the Pippen property did not affect the determination of the 100-year flood elevation in the 2007 FHAD because there was no section cut through the property in the HEC-RAS run. Removing the fill from the property puts most of the property back in the floodplain. Replacing that fill to an elevation above the 100-year floodplain elevation (5391.5 NAVD 88) does not cause an increase in the 100-year flood elevation on any of the properties in the area. APPENDIX O 0 ~I J U y a 2 w ww s 2E ~ ~ ~ e ae W ~ ~ p z~ og g=° N ~y LL o o ~ d 91 MW ~O U 2 O E9 YYY cm [J {f5@py~$ 9}Zp G~ u`' A iBEL W l ~E yS ~Y$B W L X Z z z wnO3 K W 'i ¢ Sltll t0 V O O v Q N 2 Do 2w y33H1S NOS 15 r n a N3nIW 3F100W W Z O N / ZX O N $ S 3tlOOW a Z 00 ti Q N NOSl3N r. W Z N O X 133tl1S }[p - N ¢ w NOStl31d ~ ~1HOq 5 ti "IIVnD .133tl1S W 4 ~~lttlfl~l 5 ate,." J , m Z W m x\ O Q V ¢ N 176 LO 13NVd SNIOf o'$ E HE o` ~ a HEC-RAS Version 4.0.0 March 2008 U.S. Army Corps of Engineers Hydrologic Engineering Center 609 Second Street Davis, California 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 xxxxx+xxxx+,.rxxx++xx++x+xx+xxxxxxxxx+++++:ix++xx++x*xxxxxxxxxx:t+x+xx++++++**xxxxxx PROJECT DATA Project Title: SMITH AS-BUILT Project File : SMITHASBUILT.prj Run Date and Time: 2/9/2010 9:13:03 PM Project in English units Project Description: CLEAR CREEK FLOOD HAZARD AREA DELINEATION (FHAD) PREPARED BY: HVS ENGINEERING INC., February 2010 PREPARED FOR: ELIZABETH SMITH E TOM PARCHMAN +++++++++++++++++++++++++++++++++++xxxxxxxxxxxx+xxxxx+xxx++++++++xx+++*xxxxxxxxx PLAN DATA Plan Title: Plan 08 Plan File : C:\HVS\Elizabeth Smith\HEC-RAS\SMITHASBUILT.p08 Geometry Title: as-built Geometry File C:\HVS\Elizabeth Smith\HEC-RAS\SMITHASBUILT.gO3 Flow Title CLEAR CREEK FHAD FINAL OPT MODIFIED Flow File C:\HVS\Elizabeth Smith\HEC-RAS\SMITHASBUILT.fO2 Plan Summary Information: Number of: Cross Sections = 15 Multiple Openings = 0 Culverts = 0 Inline Structures = 0 Bridges = 2 Lateral Structures = 0 Computational Information Water surface calculation tolerance = 0.01 Critical depth calculation tolerance = 0.01 Maximum number of iterations = 20 Maximum difference tolerance = 0.3 Flow tolerance factor = 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: Subcritical Flow xx++xx+x+xxxxxxxxxxx+++xxxx+xxx+xxxxxx++++++++++++++++++++xxx+xxxxx+++++++++++++ { FLOW DATA Flow Title: CLEAR CREEK FHAD FINAL OPT MODIFIED j Flow File : C:\RVS\Elizabeth Smith\HEC-RAS\SMITHASBUILT.fO2 Flow Data (cfs) ++++++x++xxx++x+++xx++++xx+xxxxxxxx+++++++++++++++++++++xx+++ * River Reach RS * 100-YEAR * * CLEAR CREEK ABOVE SHERIDAN 60612 * 13470 * *xx*+>+++*+++++xxxxx+++xxx++++*+++xxxx+xxxxxxxxxxxxxxx+++++++ Boundary Conditions ************<+*x+x+*x+x+x**xx*xxxx*x*****x++xx+xxxx*******x+x*xxx****x+++x++x+xx * River Reach Profile * Upstream Downstream x+xxx*xx*xxxxx***********x*x+x*++++xx*x*x*xx******x++xx**x****+xx++xx*xx****xxx* * CLEAR CREEK ABOVE SHERIDAN 100-YEAR * Known WS = 5263.38 *********+*x++++++++xx*x*xx***x**x***x*xx+++*xxxx******x+xx*xx****xxx++xxx****** Inline Structure Gate Openings River = CLEAR CREEK Reach = ABOVE SHERIDAN RS = 88145 Gate = Gate #1 # Open Open Ht *x++x+++++x+xxxx ++x+xxx+x+x+x*xxxxx***********+*+*+x++xx+xx*x*xx****+x+++xxxx**+**xx+*xx *x xxxx** GEOMETRY DATA Geometry Title: as-built Geometry File : C:\HVS\Elizabeth.Smith\HEC-RAS\SMITHASBUILT.g03 CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 60612 INPUT Description: CROSS SECTION 60612 Station Elevation Data num= 49 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev xx+x xxx*xx**x*x*********x*xx+*++xx+xxxx***xxx****+xx+x+xxxxx***xx*x+xxx*xx****** 0 5406.19 36.09 5406.02 64.57 5406.05 68.43 5406.73 84.22 5407.39 89.97 5407.39 99.66 5407.06 113.94 5406.22 117.56 5405.6 131.73 5406.78 159.34 5404.49 164.37 5403.6 838.43 5403.12 884.37 5402.63 918.76 5402.14 986.03 5401.78 1000.41 5401.88 1008.31 5401.07 1025.2 5400.96 1040.37 5400.25 1052.38 5398.9 1066.64 5396.03 1078.03 5396.27 1084.64 5395.54 1091.17 5391.72 1134.66 5391.98 1144.08 5400.79 1150.41 5401.42 1186.28 5401.63 1206.49 5401.41 1260.82 5401.56 1298.46 5401.28 1310.84 5401.69 1333.44 5401.65 1371.77 5401.36 1393.7 5401.4 1422.49 5402 1432.59 5402.4 1505.37 5403.98 1520.02 5404 1563.6 5404.73 1602.49 5403.55 1611.24 5403.56 1627.65 5408 1632.93 5410 1659.93 5427.73 1691.47 5445.89 1728.7 5448.14 1769.3 5447.8 - Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val +x+xxxx+xxxxx*xxx*x******xx*xx*x+x++xxxx *xx******x**xxx+xxxxx****x*x+++** xxxxx** 0 .045 164.37 .01 838.43 .045 1091.17 .03 1134.66 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1091.17 1134.66 391.75 390.05 388.08 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 838.43 5406 F CROSS SECTION OUTPUT Profile #100-YEAR * E.G. Elev (ft) * 5405.98 * Element * Left OB * Channel * Right OB * * Val Head (ft) * 1.45 * Wt. n-Val. * 0.045 * 0.030 * 0.045 * * W.S. Elev (ft) * 5404.53 * Reach Len. (ft) * 391.75 * 390.05 * 388.08 * * Crit W.S. (ft) * 5404.53 * Flow Area (sq ft) * 887.79 * 551.33 * 1080.61 * * E.G. Slope (ft/ft) *0.002301 * Area (sq ft) * 1677.01 * 551.33 * 1080.61 * Q Total (cfs) *13470.00 * Flow (cfs) * 3236.29 * 7121.21 * 3112.50 * * Top Width (ft) * 1437.15 * Top Width (ft) * 932.28 * 43.49 * 461.38 * * Vel Total (ft/s) * 5.35 * Avg. Vel. (ft/s) * 3.65 * 12.92 * 2.88 * * Max Chl Dpth (ft) * 12.81 * Hydr. Depth (ft) * 3.51 * 12.68 * 2.34 * Conv. Total (cfs) *280832.3 * Conv. (cfs) * 67472.5 *148468.0 * 64891.7 * * Length Wtd. (ft) * 389.88 * Wetted Per. (ft) * 254.25 * 43.49 * 465.08 * * Min Ch E1 (ft) * 5391.72 * Shear (lb/sq ft) * 0.50 * 1.82 * 0.33 * * Alpha * 3.27 * Stream Power (lb/ft s) * 1.83 * 23.52 * 0.96 * * Frctn Loss (ft) * 0.54 * Cum Volume (acre-ft) * 67.21 * 50.82 * 132.77 * * C 6 E Loss (ft) * 0.28 * Cum SA (acres) * 34.78 * 6.62 * 53.49 * * x*x*x*x******xx*xxx+x ++xx++xxxxxxx x*xx*x*****+xx+x++++xxx*x *x*x*++x+x+xx *+**xxxxx** ***xxx*x*x+ Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: Divided flow computed for this cross-section. Warning: The velocity head has changed by more than 0.5 ft (0.15. m). This may indicate the need for additional cross sections. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates that there is not a valid subcritical answer. The program defaulted to critical depth. Note: Multiple critical depths were found at this location. The critical depth with the-lowest, valid, water surface was used. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 60222 INPUT Description: CROSS SECTION 60222 - U/S PEDESTRIAN BRIDGE Station Elevation Data num= 49 Sta Elev Sta Elev Ste Elev Sta Elev Ste Elev xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx*xxxxxxxx**xxxx 0 5403.49 48.19 5403.49 74.39 5403.75 81.31 5403.25 110.2 5403.65 135.93 5404.29 151.12 5404.29 183.1 5404.71 191.13 5405.15 252.91 5405.2 287.01 5403.85 288.99 5402.14 296.21 5403.36 319.78 5403.6 1006.32 5403.6 1008.4 5403.97 1035.97 5403.61 1051.05 5400.31 1108.77 5399.08 1152.18 5398.54 1199.07 5398.47 1230.95.5398.87 1254.03 5399.58 1269.74 5391.96 1271.7 5390.25 1323.71 5390.52 1327.15 5399.33 1357.02 5399.08 1450.64 5397.62 1491.56 5399.36 1522.64 5399.48 1533.94 5400 1560.9 5400.24 1613.97 5401.18 1631.91 5401.13 1652.74 5400.66 1668.31 5400.94 1688.63 5400.37 1717.51 5400.55 1738.38 5400.41 1783.64 5401.19 1797.94 5400.79 1845.23 5401.67 1880.73 5401.98 1885.22 5404 1941.04 5440 1952.95 5448.07 1962.53 5449.36 1981.28 5450.46 Manning's n Values Aum= 6 Sta n Val Sta n Val Sta n Val Sta n Val Ste n Val xx*xxxxxxxx xf,x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx*xxxxxxxxxxxxxxxxxxxxx*xxxx 0 .06 319.78 .01 1006.32 .045 1271.7 .03 1323.71 .045 1880.73 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1271.7 1323.71 25.6 25.26 25.04 .3 .5 Ineffective Flow num= 1 Sta L Ste R Elev Permanent 0 1008.4 5403.97 F CROSS SECTION OUTPUT Profile #100-YEAR *xxxxxxxxxxxxxx*xxxxx xxxxxx*xxxxxxx x**xxx xxx x*xxxxx*x xxx xx xxxxxxxxxxx*xxxxxxx*xxxxxxxxxxxxxxxxx * E.G. Elev (ft) * 5404.14 * Element * Left OB * Channel * Right OB * j * Vel Head (ft) * 0.52 * Wt. n-Val. * 0.045 * 0.030 * 0.045 * * W.S. Elev (ft) * 5403.62 * Reach Len. (ft) * 5.00 * 5.00 * 5.00 * Crit W.S. (ft) * 5402.31 * Flow Area (sq ft) * 1106.99 * 688.28 * 1994.39 * E.G. Slope (ft/ft) *0.000917 * Area (sq ft) * 1143.40 * 688.28 * 1994.39 * Q Total (cfs) *13470.00 * Flow (cfs) * 3073.31 * 5774.20 * 4622.49 * Top Width (ft) * 1661.10 * Top Width (ft) * 1048.43 * 52.01 * 560.66 * Val Total (ft/s) * 3.55 * Avg. Vel. (ft/s) * 2.78 * 8.39 * 2.32 * Max Chl Dpth (ft) * 13.37 * Hydr. Depth (ft) * 4.68 * 13.23 * 3.56 * Conv. Total (cfs) *444936.8 * Conv. (cfs) *101516.6 -190731.6 *152688.7 * Length Wtd. (ft) * 5.00 * Wetted Per. (ft) * 239.18 * 52.01 * 567.14 - * Min Ch E1 (ft) * 5390.25 * Shear (lb/sq ft) * 0.26 * 0.76 * 0.20 * Alpha * 2.67 * Stream Power (lb/ft s) * 0.74 * 6.35 * 0.47 * Frctn Loss (ft) * 0.01 * Cum volume (acre-ft) * 54.53 * 45.27 * 119.08 1 * C 4 E Loss (ft) * 0.13 * Cum SA (acres) * 25.88 * 6.20 * 48.94 I xx**xxxxxxxxx***xxxxx***xxxxxxxxxx* **xxxxx**x xx xx***xxxxxxxx xx xx**xxxxx **xxxxxxx*x *xxx*x*sx xx Warning: Divided flow computed for this cross-section. Warning: The cross-section end points had to be extended vertically for the computed water surface. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid energy was used. BRIDGE RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 60217 INPUT Description: PEDESTRIAN BRIDGE 602+17 Distance from Upstream XS = 5 Deck/Roadway Width = 9 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 5 Sta Hi Cord Lo Cord Ste Hi Cord Lo Cord Sta Hi Cord Lo Cord +~:+~~a:ra+:r++~.a+:+++x:rem:rt.tx+tx++++++~+r:+f::~+:+x:~x.x+.t~~x++:~t+x++x~~a+~+• 1252 5400.35 1252 5404.85 5399.1 1295 5406.54 5400.79 1338 5404.9 5399.15 1338 5400.4 Upstream Bridge Cross Section Data Station Elevation Data num= 49 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev •.tx<x<x<~x++t+.t~~~x<+:+a~+~x+~~~+xx+<+~~++:r~:r.+e+xx.~+::x:e<x+: x.t.:r+<xx.t<+>:x<:«+ 0 5403.49 48.19 5403.49 74.39 5403.75 81.31 5403.25 110.2 5403.65 135.93 5404.29 151.12 5404.29 183.1 5404.71 191.13 5405.15 252.91 5405.2 287.01 5403.85 288.99 5402.14 296.21 5403.36 319.78 5403.6 1006.32 5403.6 1008.4 5403.97 1035.97 5403.61 1051.05 5400.31 1108.77 5399.08 1152.18 5398.54 1199.07 5398.47 1230.95 5398.87 1254.03 5399.58 1269.74 5391.96 1271.7 5390.25 1323.71 5390.52 1327.15 5399.33 1357.02 5399.08 1450.64 5397.62 1491.56 5399.36 1522.64 5399.48 1533.94 5400 1560.9 5400.24 1613.97 5401.18 1631.91 5401.13 1652.74 5400.66 1668.31 5400.94 1688.63 5400.37 1717.51 5400.55 1738.38 5400.41 1783.64 5401.19 1797.94 5400.79 1845.23 5401.67 1880.73 5401.98 1885.22 5404 1941.04 5440 1952.95 5448.07 1962.53 5449.38 1981.28 5450.46 Manning's n Values num= 6 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val :++<»:tx+.~ ~:..:+.«a:rw x:t~s.:..x<+>~.~~ x+~~ ~~++~rr:r:r•+++a.: r.:rx •~a•«+x:t r: r: r: x:r+~«x+xx 0 .06 319.78 .01 1006.32 .045 1271.7 .03 1323.71 .045 1880.73 .06 Bank Sta: Left Right Coeff Contr. Expan. 1271.7 1323.71 .3 .5 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 1008.4 5403.97 F Downstream Deck/Roadway Coordinates num= 7 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Ste Hi Cord Lo Cord a#•~:r<+r++~xxx<xxx+a+x:t~++.r:~+~+e+~«++xa+~~+~x~+++•~~.+xx.~:>~xxx++<:e xz+w 1237.2 5398.6 1251 5400.35 1251 5404.85 5399.1 1295 5406.54 5400.79 1337 5404.9 5399.15 1337 5400.4 1353.19 5398.98 Downstream Bridge Cross Section Data Station Elevation Data num= 46 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ~«+.~+~~.~xxx+xx:~~~x:xei:•rre:t~rr:~>~•+++x~a~~♦+~+~x+xx•x:r~~+~+~+>~~~~x•++x+xxx+♦ 0 5403.09 84.49 5403.03 120.43 5403.96 177.52 5403.66 182.62 5403.87 222.4 5403.75 254.39 5404.61 287.01 5403.61 1004.78 5403.59 1005.59 5404.09 1034.04 5403.85 1049.91 5400.55 1065.44 5400 1098.55 5399.3 1125.51 5398-56 1211.29 5398.52 1225.84 5397.87 1237.2 5398.6 1255.53 5396.71 1266.25 5392.61 1270.15 5390.01 1322.7 5390.27 1324.58 5399.33 1339.98 5398.76 1353.19 5398.98 1431.67 5397.62 1482.05 5399.99 1534.53 5400 1551.38 5400.44 1615.72 5401.09 1646.14 5400.57 1671.41 5401.03 1684.11 5400.08 1721.36 5400.23 1734.66 5400.05 1782.27 5400.79 1818.72 5400.79 1855.03 5401.38 1866.45 5402 1880.57 5402.08 1886.56 5404 1921.53 5426.91 1954.05 5448 1955.9 5448.83 1966.04 5450 1981.97 5450.9 Manning's n Values num= 6 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val xxx:xxx+xxxxxxxxxxxxxxxx xxxxxxxxxxxxx~~~~+xe:r..t«++~~:t++.x>.xzx+.+~~:xx>tx~+~~e~> 0 .08 287.01 .01 1004.78 .05 1270.15 .03 1322.7 .05 1886.56 .06 Bank Sta: Left Right Coeff Contr. Expan. i., 1270.15 1322.7 .3 .5 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 1005.59 5404.09 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = 5397.62 Energy head used in spillway design = Spillway height used in design = ` weir crest shape = Broad Crested Number of Bridge Coefficient Sets = 1 Low Flow Methods and Data Energy Selected Low Flow Methods = Energy i 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: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 60197 INPUT Description: CROSS SECTION 60197 - D/S PEDESTRIAN BRIDGE Station Elevation Data num= 46 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ♦++++xx~e:tea.~xxaxx~++w:t++.t<+++:.~x+x+++~++~+++x:+~ex++wr:x~+x.<:»z~+xf:sxx>xxx+tr: 0 5403.09 84.49 5403.03 120.43 5403.96 177.52 5403.66 182.62 5403.87 222.4 5403.75 254.39 5404.61 287.01 5403.61 1004.78 5403.59 1005.59 5404.09 1034.04 5403.85 1049.91 5400.55 1065.44 5400 1098.55 5399.3 1125.51 5398.56 1211.29 5398.52 1225.84 5397.87 1237.2 5398.6 1255.53 5396.71 1266.25 $392.61 1270.15 5390.01 1322.7 5390.27 1324.58 5399.33 1339.98 5398.76 1353.19 5398.98 1431.67 5397.62 1482.05 5399.99 1534.53 5400 1551.38 5400.44 1615.72 5401.09 1646.14 5400.57 1671.41 5401.03 1684.11 5400.08 1721.36 5400.23 1734.66 5400.05 1782.27 5400.79 1818.72 5400.79 1855.03 5401.38 1866.45 5402 1880.57 5402.08 1886.56 5404 1921.53 5426.91 1954.05 5448 1955.9 5448.83 1966.04 5450 1981.97 5450.9 Manning's n Values num= 6 i Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val x:t~x+r:ter:max.xxx+.:tf+.x+x.:ezx.e>x+~x+<+~~+xxx.+r:.«+.+<+:~++~::+tx~~*++xxx+. ee ~>r:x 0 .08 287.01 .01 1004.78 .05 1270.15 .03 1322.7 :05 1886.56 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1270.15 1322.7 232.73 232.99 227.5 .3 .5 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 1005.59 5404.09 F CROSS SECTION OUTPUT Profile #100-YEAR ******kkk*******k*kkkkkk*kk****k***kkk******kkkk*k*******kkkkk***kkkkk*******kkk*****kk*kk****k * E.G. Elev (ft) * 5403.64 * Element * Left OR * Channel * Right OB * * Val Head (ft) * 1.36 * Wt. n-Val. * 0.050 * 0.030 * 0.050 * * W.S. Elev (ft) * 5402.28 * Reach Len. (ft) * 232.73 * 232.99 * 227.50 * * Crit W.S. (ft) * 5402.28 * Flow Area (sq ft) * 850.69 * 637.85 * 1254.73 * * E.G. Slope (ft/ft) *0.002148 * Area (sq ft) * 850.69 * 637.85 * 1254.73 * * Q Total (cfs) *13470.00 * Flow (cfs) * 2798.71 * 7733.30 * 2937.98 * * Top Width (ft) * 839.59 * Top Width (ft) * 228.55 * 52.55 * 558.49 * * Val Total (ft/s) * 4.91 * Avg. Val. (ft/s) * 3.29 * 12.12 * 2.34 * * Max Chl Dpth (ft) * 12.27 * Hydr. Depth (ft) * 3.72 * 12.14 * 2.25 * * Conv. Total (cfs) *290638.7 * Conv. (cfs) * 60387.1 *166859.4 * 63392.1 * * Length Wtd. (ft) * 231.73 * Wetted Per. (ft) * 230.43 * 52.55 * 566.05 * * Min Ch E1 (ft) * 5390.01 * Shear (lb/sq ft) * 0.50 * 1.63 * 0.30 * * Alpha * 3.64 * Stream Power (lb/ft s) * 1.63 * 19.73 * 0.70 * * Frctn Loss (ft) * 0.60 * Cum volume (acre-ft) * 53.88 * 44.94 * 118.02 * * C & E Loss (ft) * 0.02 * Cum SA (acres) * 25.37 * 6.19 * 48,62 * *******kkk*********kkkk***k********k**k*******kkkkk**********kkk*****k*kk******kkkk********k*** Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Warning: During the standard step iterations,- when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates that there is not a valid subcritical answer. The program defaulted to critical depth. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. CROSS SECTION RIVER: CLEAR CREEK _ REACH: ABOVE SHERIDAN RS: 59964 INPUT Description: CROSS SECTION 59964 Station Elevation Data num= 50 Sta Elev Sta. Elev Sta Elev Sta Elev Sta Elev 0 5401.64 26.6 5402.08 56.22 5401.66 79.69 5402.77 130.5 5403.4 167.24 5403.27 243.38 5403.5 261.61 5403.18 299.11 5403.29 313.06 5403.87 398.06 5404.1 459.53 5403.85 511.6 5404.09 773.13 5404.04 899.8 5404.07 930.07 5404.73 985.78 5402.27 1016.7 5401.58 1035.89 5396.99 1059.46 5396.22 1111.24 5396.33 1142.86 5395.75 1163.95 5393.19 1208.29 5394.93 1217.73 5395.38 1226.39 5392.71 1247.42 5393.14 1255.91 5388.18 1292.77 5388.55 1297.66 5392.93 1316.16 5392.43 1328.84 5394.95 1353.84 5396.38 1375.05 5396.78 1489.25 5397.71 1498.4 5398.13 1531.62 5398 1570.66 5398.93 1605.25 5398.6 1709.02 5399.13 1758.74 5399.1 1801.68 5398.64 1814.89 5400.61 1855.91 5420.47 1901.79 5446.01 1906.96 5448 1921.16 5449.48 1926.35 5450.96 1975.46 5452.1 2005.06 5452.15 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val kkk*********kkkkkkk******k*k**kkk*k*k****kkk*kkk*****kkkkkkk**k***kkkkkkk***k*kk 0 .04 1035.89 .045 1255.91 .03 1292.77 .045 1353.84 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1255.91 1292.77 280.91 307.74 343.47 .1 .3 CROSS SECTION OUTPUT Profile #100-YEAR kkkkkk********k*kkkkk*k**********kkkkk*******kkkkkk****kkk kkkkkk****k*kk kkkkk***kkkkkkkk****kkk * E.G. Elev (ft) * 5400.86 * Element * Left OR * Channel * Right OB * Val Head (ft) * 1.42 * Wt. n-Val. * 0.045 * 0.030 * 0.047 * * W.S. Elev (ft) * 5399.44 * Reach Len. (ft) * 280.91 * 307.74 * 343.47 * * Crit W.S. (ft) * 5399.44 * Flow Area (sq ft) * 992.93 * 408.24 * 869.89 * E.G. Slope (ft/ft) *0.003162 * Area (sq ft) * 992.93 * 408.24 * 869.89 * Q Total (cfs) *13470.00 * Flow (cfs) * 4929.31 * 5649.08 * 2891.61 * Top Width (ft) * 781.40 * Top Width (ft) * 230.26 * 36.86 * 514.28 * Val Total (ft/s) * 5.93 * Avg. Vel. (ft/s) * 4.96 * 13.84 * 3.32 * Max Chl Dpth (ft) * 11.26 * Hydr. Depth (ft) * 4.31 * 11.08 * 1.69 * Conv. Total (cfs) *239555.4 * Conv. (cfs) * 97664.7 *100465.3 * 51425.4 * Length Wtd. (ft) * 310.18 * Wetted Per. (ft) * 232.52 * 36.86 * 516.34 * Min Ch E1 (ft) * 5388.18 * Shear (lb/sq ft) * 0.84 * 2.19 * 0.33 * Alpha * 2.61 * Stream Power (lb/ft s) * 4.18 * 30.25 * 1.11 * Frctn Loss (ft) * 1.09 * Cum volume (acre-ft) * 48.96 * 42.14 * 112.47 * C & E Loss (ft) * 0.05 * Cum SA (acres) * 24.15 * 5.95 * 45.82 k********kkkkkkkkk*****k *k*kkkkkkk ******k*kkkk*kk**kk*kkkk kkkkk***kkkkkkk kkkk**kkkkk k******kkkk Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates that there is not a valid subcritical answer. The program defaulted to critical depth. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 59656 INPUT Description: CROSS SECTION 59656 Station Elevation Data num= 57 Sta Elev Ste Elev Ste Elev Ste Elev Sta Elev 0 5399.65 21.86 5399.1 59.56 5399.51 197.93 5399.59 240.27 5399.86 250.35 5399.47. 303.11 5399.46 351.27 5398.61 413.6 5398.61 514 5397.81 521.27 5398 607.67 5397.31 666.81 5397.3 786 5396.31 875.07 5395.81 973.49 5394.66 997.27 5392.87 1015.18 5390.24 1043.51 5391.98 1048.34 5392 1073.72 5394.3 1083.6 5394.02 1093.04 5393.22 1106.05 5393.2 1124.71 5388.75 1127.14 5387.05 1147.54 5386.82 1161.68 5388 1169.1 5388.92 1178.54 5392.35 1178.75 5393.36 1202.82 5393.94 1214.5 5393.96 1252.78 5393.65 1272.29 5394.02 1287.48 5394.68 1310.1 5392.71 1336.03 5394.68 1384.56 5394.68 1447.11 5393.86 1513.56 5393.92 1536.58 5395.67 1559.64 5394 1584.1 5394.38 1619.78 5395.85 1656.41 5396.7 1665.61 5396.2 1694.39 5398.03 1734.63 5401.84 1773.88 5415.34 1783.82 5416.73 1800.59 5426 1823.74 5436 1843.48 5446.02 1850.83 5447.28 1916.51 5448.3 1941.73 5447.66 Manning's n Values num= 5 Sta n Val Sta n Val Ste n Val Sta n Val Sta n Val 0 x.05 197.93 .045 1127.14 .03 1161.68 .045 1734.63 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1127.14 1161.68 436.92 380.11 310.32 .1 .3 CROSS SECTION OUTPUT Profile 0100-YEAR * E.G. Elev (ft) * 5398.16 * Element * Left OB * Channel * Right OB * - Vel Head (ft) * 1.26 * Wt. n-Val. * 0.045 * 0.030 * 0.045 * * W.S. Elev (ft) * 5396.91 * Reach Len. (ft) * 436.92 * 380.11 * 310.32 * * Crit W.S. (ft) * 5396.91 * Flow Area (sq ft) 953.46 * 337.66 * 1339.82 * * E.G. Slope (ft/ft) *0 .003934 * Area (sq ft) * 953.46 * 337.66 * 1339.82 * 4 Total (cfs) *1 3470.00 * Flow (cfs) _ * 3442.09 * 4791.59 * 5236.32 * * Top Width (ft) * 962.38 * Top Width (ft) * 412.82 * 34.54 * 515.02 * * Vel Total (ft/s) - * 5.12 * Avg. Vel. (ft/s) * 3.61 * 14.19 * 3.91 * * Max Chl Dpth (ft) * 10.09 * Hydr. Depth (ft) * 2.31 * 9.78 * 2.60 * * Conv. Total (cfs) -2 14747.7 * Conv. (cfs) * 54876.1 * 76390.6 * 83480.9 * * Length Wtd. (ft) * 363.99 * Wetted Per. (ft) * 414.34 * 34.59 * 516.90 * * Min Ch E1 (ft) * 5386.82 * shear (lb/sq ft) * 0.57 * 2.40 * 0.64 * * Alpha * 3.09 * stream Power (lb/ft s) * 2.04 * 34.02 * - 2.49 * * Frctn Loss (ft) * 1.42 * Cum Volume (acre-ft) * 42.68 * 39.51 * 103.76 * C & E Loss (ft) * 0.09 * Cum SA (acres) * 22.07 * 5.70 * 41.76 Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Warning: During the standard step iterations, when the assumed water surface was set equal to Critical depth, the calculated water surface came back below critical depth. This indicates that there is not a valid subcritical answer. The program defaulted to critical depth. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 59276 INPUT Description: CROSS SECTION 59276 - Station Elevation Data num= 50 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev k+kkkxkkkkkkkk+k+kkkfikkk kkkkkkkkk+xkkkkkkkkkkxk+kkkkkkkkk k k+k+kkkkkkkkkkk kk++++k 0 5396.41 26.36 5395.95 95.23 5396.13 100.11 5395.02 121.16 5397.62 158.37 5399.3 177.2 5398.36 250.29 5398.15 309.25 5398.76 354.14 5399.16 414.57 5400.09 443.61 5395.67 474.42 5393.17 -543.61 5392.75 653.45 5391.6 708.99 5392 781.68 5391.95 808.6 5391.21 866.1 5392.46 887.98 5390.83 920.93 5391.06 940.35 5390.33 959.92 5390.89 969.28 5385.81 1006.53 5385.42 1018.04 5386.48 1022.8 5387.91 1036.04 5388.82 1071.93 5389.14 1105.41 5391.88 1117.61 5389.42 1126.74 5391.9 1185.64 5390.8 1251.33 5390.93 1300.01 5391.47 1320.25 5392.92 1353.41 5390.22 1417.75 5391.81 1451.23 5392.34 1536.2 5390.73 1541.48 5391.72 1607.17 5391.47 1651.66 5392.47 1704.34 5394.16 1740.04 5398 1769.6 5410.03 1790.67 5420 1800.38 5426.06 1820.05 5434.97 1842.58 5436.23 Manning's n Values num= 5 Ste n Val Sta n Val Ste n Val Ste n Val Sta n Val kkkkxxkxxkkkkkk+kk+++k+xkkkkkkkkx+xxxkkkkkkk+kkkxkkkkkkkk kkk+++xkkxkkkk+k k+k+kkx 0 .06 443.61 .045 969.28 .03 1018.04 .045 1740.04 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 969.28 1018.04 426.61 459.69 426.06 .1 .3 CROSS SECTION OUTPUT Profile #100-YEAR kk+kkkkkk+xkkkkkxkkkkkk+kk+k+kkkkkk+kk++xkkkk+kkk+kk+kkkk kkkkkkkkk++kkkkk kkkkkkkk+k+++kkxkkkkkk * E.G. Elev (ft) * 5394.60 * Element * Left OB * Channel * Right OB * * Val Head (ft) * 0.95 * Wt. n-Val. * 0.045 * 0.030 * 0.045 * * W.S. Elev (ft) * 5393.65 * Reach Len. (ft) * 426.61 * 459.69 * 426.06 * * Crit W.S. (ft) * 5393.65 * Flow Area (sq ft) * 895.18 * 387.93 * 1619.56 * * E.G. Slope (ft/ft) *0.003884 * Area (sq ft) * 895.18 * 387.93 * 1619.56 * * Q Total (cfs) *13470.00 * Flow (cfs) * 2708.22 * 4768.82 * 5992.96 * * Top Width (ft) * 1219.93 * Top Width (ft) * 500.78 * 48.76 * 670.39 * * Val Total (ft/s) * 4.64 * Avg. Val. (ft/s) * 3.03 * 12.29 * 3.70 * * Max Chl Dpth (ft) * 8.23 * Hydr. Depth (ft) * 1.79 * 7.96 * 2.42 * * Conv. Total (cfs) -216140.5 * Conv. (cfs) * 43456.3 * 76520.8 * 96163.4 * * Length Wtd. (ft) * 438.26 * Wetted Per. (ft) * 502.20 * 48.81 * 671.66 * * Min Ch E1 (ft) * 5385.42 * Shear (lb/sq ft) * 0.43 * 1.93 * 0.58 * * Alpha * 2.85 * Stream Power (lb/ft s) * 1.31 * 23.69 * 2.16 * * Frctn Loss (ft) * 1.68 * Cum Volume (acre-ft ) * 33.41 * 36.34 * 93.22 * * C & E Loss (ft) * 0.02 * Cum SA (acres) * 17.49 * 5.33 * 37.54 * k*kkkkkk+k*kfi k***kkkkkkkkk**fi*kkkkkkkkkk*kkkkkkkkkkkk*kkk kkkkk**kk*kk*xkk kk*kkkkfikkk**kk*k*kkkk Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: The energy loss was greater than 1.0 ft (0.3 m).- between the current and previous cross section. This may indicate the need for additional cross sections. Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates that there is nota valid subcritical answer. The program defaulted to critical depth. CROSS SECTION RIVER: CLEAR CREEK - REACH: ABOVE SHERIDAN RS: 58816 INPUT Description: CROSS SECTION 58816 Station Elevation Data num= 62 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev xkxxxxkxxxkkkxkxxxxx+xxxxxkkxxxxxxxxxxxkxxxxxxxxkxxkxxxxxxx xxkxkxkxxxxxxxxxxxkkk 0 5393.45 55.17 5393.45 102.79 5392.19 146.83 5391.69 216.99 5392.04 337.08 5391.92 414.28 5391.06 519 5389.4 522 5390 540 5389.37 549 5390 556 5390.72 581 5390 642 5390.5 678 5390 715 5388.93 794 5389 808 5389.5 815 53B9 819 5388 822 5387 828.62 5385.54 831.92 5387.93 885.7 5387.15 906.16 5384.61 909.39 5386.58 947.29 5387.5 984.64 5386.88 1011.68 5387.5 1042.27 5387.27 1049.6 5386.07 1078.21 5386.36 1096.52 5385.95 1104.49 5383.48 1110.75 5384.96 1117.89 5383.45 1138.71 5381.1 1177.6 5381.1 1183.8 5388.42 1196.57 5389.42 1201.75 5389.25 1230.2 5387.32 1236.4 5387.17 1283.3 5387.42 1320.32 5388.01 1333.41 5388.51 1362.18 5387.77 1426.65 5389.23 1506.27 5390.45 1511.65 5394.4 1530.3 5395.62 1543.72 5398 1579.88 5426 1593.58 5429.04 1676 5429.25 1733.87 5431.47 1776.67 5427.95 1783.32 5424.55 1795.33 5424.05 1812.5 5419.85 1814.4 5416.15 1821.62 5416.04 Manning's n Values num= 5 Sta n Val Sta n Val Ste n Val Sta n Val Sta n Val xx*xxx***x***x*******x*xx*xxxxxxxxxxxx*x*xx***xxxxxxxxxxxxxxxxxxxx xxxxxxxxxx*xxx 0 .06 828.62 .045 1138.71 .03 1177.6 .045 1579.88 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1138.71 1177.6 231.81 384.64 379.81 .1 .3 CROSS SECTION OUTPUT Profile #100-YEAR **x***x********xxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxx * E.G. Elev (ft) * 5391.57 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.19 * Wt. n-Val. * 0.046 * 0.030 * 0.045 * * W.S. Elev (ft) * 5390.38 * Reach Len. (ft) * 231.81 * 384.64 * 379.81 * * Crit W.S. (ft) * 5390.38 * Flow Area (sq ft) * 1498.38 * 360.97 * 638.45 * * E.G. Slope (ft/ft) *0 .003804 * Area (sq ft) * 1498.38 * 360.97 * 638.45 * * Q Total (cfs) *1 3470.00 * Flow (cfs) * 6571.82 * 4870.17 * 2028.02 * * Top Width (ft) * 1006.79 * Top Width (ft) * 643.69 * 38.89 * 324.21 * * Val Total (ft/s) * 5.39 * Avg. Vel. (ft/s) * 4.39 * 13.49 * 3.18 * * Max Chl Dpth (ft) * 9.28 * Hydr. Depth (ft) * 2.33 * 9.28 * 1.97 * * Conv. Total (cfs) - *2 18399.3 * Conv. (cfs) *106553.8 * 78963.7 * 32881.8 * * Length -Wtd. (ft) * 333.81 * Wetted Per. (ft) * 646.76 * 38.89 * 327.76 * * Min Ch E1 (ft) * 5381.10 * Shear (lb/sq ft) * 0.55 * 2.20 * 0.46 * * Alpha * 2.64 * Stream Power (lb/ft s) * 2.41 * 29.74 * 1.47 * * Frctn Loss (ft) * 1.38 * Cum Volume (acre-ft) * 21.69 * 32.39 * 82.18 * * C a E Loss (ft) * 0.01 * Cum SA (acres) * 11.89 * 4.87 * 32.68 * Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: Divided flow computed for this cross-section. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates that there is not a valid subcritical answer. The program defaulted to critical depth. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 58431 INPUT Description: CROSS SECTION 58431 Station Elevation Data Rum= 51 Sta Elev Sta Elev Sta Elev Sta Elev Ste Elev xxxx******x**xx*xxxxxtxxxxx xxxxxxxxxxxxxxxxxxxxxxi xx xxxx*****x*****xxx*x**xxxx** 0 5391.19 214.95 5391.16 359.19 5391.06 468.04 5390.72 477.05 5390.27 531.76 5389.75 580.32 5389.96 596.8 5389.33 699.62 5388.23 714.99 5388.51 725.04 5385.26 738.78 5387.73 760.63 5386.25 796.8 5385.56 818.75 5383.29 863.83 5384.77 900.42 5383.48 914.11 5378.87 928.24 5378.71 940.16 5378.85 i. 957.76 5379.74 971.78 5383.48 1015.9 5383.21 1030.42 5380 1063.14 5382 1068.78 5385.1 1143.05 5386.53 1156.67 5384.62 1176.89 5385.05 1191.6 5382.95 1241.51 5384.01 1364.52 5385.4 1393.36 5386 1447.54 5386.27 1471.2 5386.06 1508.93 5387.83 1550.91 5388 1584.47 5420.79 1588.79 5419.12 1599.45 5419.12 1614.27 5425.65 1649.42 5424.79 1661.95 5427.14 1729.53 5429.26 1747.14 5428 1752.03 5426.68 1779.8 5426 1786.65 5422.27 1808.78 5421.04 1831.89 5413.45 i; 1851.4 5413.18 Manning's n Values num= 4 Sta n Val Sta n Val Sta n Val Sta n Val ~ xxxxxxxxxxxxxxxxxxxxxx*xx**********x xx********xx*xxxxxxxxxxxxxxx 0 .06 699.62 .045 914.11 .03 957.76 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 914.11 957.76 499.45 458.79 405.91 .1 .3 CROSS SECTION OUTPUT Profile #100-YEAR * E.G. Elev (ft) * 5388.59 * Element * Left OB * Channel * Right OB * Vel Head (ft) * 1.25 * Wt. n-Val. * 0.045 * 0.030 * 0.045 * W.S. EleV (ft) * 5387.33 * Reach Len. (ft) * 499.45 * 458.79 * 405.91 * Crit W.S. (ft) * 5387.33 * Flow Area (sq ft) * 492.77 * 364.00 * 1475.06 * E.G. Slope (ft/ft) *0 .004509 * Area (sq ft) * 492.77 * 364.00 * 1475.06 * Q Total (cfs) *1 3470.00 * Flow (cfs) * 2121.90 * 4976.67 * 6371.24 * Top Width (ft) * 771.51 * Top Width (ft) * 187.34 * 43.65 * 540.51 * Vel Total (ft/s) * 5.78 * Avg. Vel. (ft/s) * 4.31 * 13.67 * 4.32 * Max Chl Dpth (ft) * 8.62 * Hydr. Depth (ft) * 2.63 * 8.34 * 2.73 * Conv. Total (cfs) *2 00589.4 * Conv. (cfs) * 31598.4 * 74113.4 * 94877.7 * Length Wtd. (ft) * 435.47 * Wetted Per. (£t) * 188.82 * 43.67 * 542.57 * Min ch El (ft) * 5378.71 * Shear (lb/sq ft) * 0.73 * 2.35 * 0.77 * Alpha * 2.42 * Stream Power (lb/ft s) * 3.16 * 32.08 * 3.31 * Frctn Loss (ft) * 1.99 * Cum Volume (acre-ft) * 16.39 * 29.19 * 72.96 * C 6 E Loss (ft) * 0.02 * Cum SA (acres) * 9.68 * 4.51 * 28.91 * ****.*********x********:r** **x***** +***s*x****+***::**:r****+*xsx*:*+xx*******+x***x*******e**x:t Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: Divided flow computed for this cross-section. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates that there is not a valid subcritical answer. The program defaulted to critical depth. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 57973 INPUT Description: CROSS SECTION 57973 Station Elevation Data num= 56 Sta Elev Sta Elev Ste Elev Sta Elev Sta Elev 0 5386.64 191.06 5386.63 198.49 5385.98 226.26 5385.63 274.29 5385.6 314.98 5385.74 356.22 5386.6 366.83 5385.84 409.52 5386 483.65 5385.6 498.82 5384.05 534.13 5385.9 626.96 5385.54 657.73 5383.29 675.31 5383.27 706.6 5382.87 722.91 5381.99 745.9 5381.34 762.73 5374.67 786.23 5374.42 796.85 5375.73 804.93 5379.97 853.17 5380.04 890 5378.62 899.46 5380.11 931.4 5378.2 937.99 5380.6 948.68 5381.19 979.56 5380.37 1016.41 5380.5 1032.69 5380.76 1041.87 5382.58 1089.56 5383.08 1098.75 5383.38 1164.95 5382.16 1271.67 5381.83 1342.53 5382.38 1396.16 5382.26 1416.98 5382.71 1460.11 5384.77 1480.4 5390 1508.44 5402.96 1534.12 5414.02 1534.38 5415.11 1553.26 5414.94 1602.78 5412.88 1642.97 5411.65 1672.65 5411.65 1688.37 5410.16 1719.85 5409.68 1784.17 5407.15 1832.57 5406.01 1862.91 5406.15 1891.01 5404.16 1934.12 5403.97 1938.57 5403.28 Manning's n Values num= 4 Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 675.31 .045 762.73 .03 786.23 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 762.73 796.85 375.52 380.49 375.63 .1 .3 I~ CROSS SECTION OUTPUT Profile #100-YEAR * E.G. Elev (ft) * 5385.46 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.17 * Wt. n-Val. * 0.046 * 0.033 * 0.045 * * W.S. Elev (ft) * 5384.28 * Reach Len. (ft) * 375.52 * 380.49 * 375.63 * * Crit W.S. (ft) * 5384.28 * Flow Area (sq ft) * 259.08 * 326.61 * 1798.64 * * E.G. Slope (ft/ft) *0.004651 * Area (sq ft) * 259.08 * 326.61 * 1798.64 * * Q Total (cfs) *13470.00 * Flow (cfs) * 1040.67 * 4486.80 * 7942.53 * * Top Width (ft) * 812.45 * Top Width (ft) * 125.28 * 34.12 * 653.05 * * Vet Total (ft/5) * 5.65 * Avg. Vel. (ft/s) * 4.02 * 13.74 * 4.42 * * Max Chl Dpth (ft) * 9.86 * Hydr. Depth (ft) * 2.07 * 9.57 * 2.75 * * Conv. Total (cfs) *197518.9 * Conv. (cfs) * 15260.0 * 65792.7 *116466.2 * * Length Wtd. (ft) * 377.16 * Wetted Per. (ft) * 126.64 * 34.20 * 654.99 * * Min Ch El (ft) * 5374.42 * Shear (lb/sq ft) * 0.59 * 2.77 * 0.80 * * Alpha * 2.37 * Stream Power (lb/ft s) * 2.39 * 38.09 * 3.52 * * Frctn Loss (£t) * 1.66 * Cum Volume (acre-ft) * 12.08 * 25.55 * 57.71 * * C 6 E Loss (ft) * 0.06 * Cum SA (acres) * 7.88 * 4.10 * 23.34 * Warning: The energy equation could not be balanced within the specified n umber of iterations. The program used critical depth for the water surface and continued on with t he calculations. Warning: Divided flow computed for this cross-section. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates that there is not a valid subcritical answer. The program defaulted to critical depth. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 57592 INPUT Description: CROSS SECTION 57592 Station Elevation Data num= 53 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ****z*********+zzz*z*zz**zzz+****zzzzzzzz*zz+z**z****zz******zzz+z+z+z*+zz**+++z 0 5383.17 71.38 5383.1 84.97 5382.69 225.02 5382.45 245.21 5382.19 366.15 5382.33 395.56 5382.97 407.34 5382.54 417.1 5382.46 463.2 5382.85 477.15 5382.76 529.31 5381.41 535.65 5380.17 542.6 5380 600.86 5379.31 740.65 5379.51 757.01 5377.49 796.11 5376.46 810.58 5376.94 829.35 5372.85 866.05 5372.65 874.47 5377.01 957.48 5377.48 1007.59 5378.24 1048.97 5377.65 1058.86 5378.31 1088.61 5378.36 1118.86 5377.7 1163.24 5380.13 1209.75 5379.84 1295 5378.81 1350.72 5379.13 1413.15 5378.68 1498.67 5379.33 1526.76 5379.83 1564.88 5381.48 1579.04 5381.65 1599.34 5389.2 1613.31 5393.55 1625.71 5400 1634.03 5402.31 1653.62 5403.38 1709.61 5403.2 1735.44 5397.13 1774.34 5395.65 1782.16 5397.4 1802.82 5397.89 1844.46 5398 1846.28 5396.37 1861.47 5395.83 1896.34 5395.98 1897.98 5395.31 1954.98 5395.27 Manning-s n Values num= 4 Sta n Val Ste n Val Sta n Val Sta n Val +z+++++zz*zz+*++++++++++++++++++++++++++++++++++++++++++++++++++ 0 .06 600.86 .045 829.35 .03 866.05 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan_ 829.35 866.05 338.4 349.1 358.05 .1 .3 - - CROSS SECTION OUTPUT Profile #100-YEAR zzz+++++*zz***z+z*zz zz*,rz**++z+z++z++**+*zzz+++z+++zz++++*++*+++z++*+++**+zz++++z+++z+x+*+**z++ * E.G. Elev (ft) * 5382.12 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.99 * Wt. n-Val. * 0.046 * 0.030 * 0.045 * * W.S. Elev (ft) * 5381.14 * Reach Len. (ft) * 338.40 * 349:10 * 358.05 * * Crit W.S. (ft) * 5381.14 * Flow Area (sq ft) * 724.77 * 307.81 * 1693.74 * * E.G. Slope (ft/ft) *0 .004189 * Area (sq ft) * 724.77 * 307.81 * 1693.74 * * Q Total (cfs) *1 3470.00 * Flow (cfs) * 2823.53 * 4073.24 * 6573.23 * * Top Width (ft) * 1026.26 * Top Width (ft) * 298.64 * 36.70 * 690.91 * * Val Total (ft/s) * 4.94 * Avg. Vel. (ft/s) * 3.90 * 13.23 * 3.88 * * Max Chl Dpth (ft) * 8.49 * Hydr. Depth (ft) * 2.43 * 8.39 * 2.45 * * Conv. Total (cfs) *2 08125.6 * Conv. (cfs) * 43626.5 * 62935.9 *101563.3 * Length Wtd. (ft) * 353.10 * Wetted Per. (ft) * 299.33 * 36.70 * 692.12 * * Min Ch E1 (ft) * 5372.65 * Shear (lb/sq ft) * 0.63 * 2.19 * 0.64 * * Alpha * 2.60 * Stream Power (lb/ft s) * 2.47 * 29.02 * 2.48 * * Frctn Loss (ft) * 1.17 * Cum Volume (acre-ft) * 7.84 * 22.78 * 42.65 * * C a E Loss (ft) * 0.13 * Cum SA (acres) * 6.06 * 3.79 * 17.55 * + *++++z++z*+*+zz++++++++++* ++++++++++++++++++z++++z++++++**+++++++++++*z*+*++++z++*++*+ Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates that there is not a valid subcritical answer. The program defaulted to critical depth. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 57243 INPUT Description: CROSS SECTION 57243 - U/S PEDESTRIAN BRIDGE Station Elevation Data num= 55 Sta Elev Ste Elev Sta Elev Sta Elev Sta Elev xxxxxxxxxxxxxxx*xxxxxxx***xx**x**xxxx*xx***xxx*xxxxxxxxx*xxxxxxxxxxx***xxxxxxxxx 0 5379.98 41.74 5378.84 72.83 5379.74 110.15 5379.94 161.27 5379.62 177.94 5380.55 271.31 5379.89 291.07 5380.62 374.18 5379.99 461.13 5380.01 500.05 5378.28 573.26 5377.71 621.25 5378.25 651.96 5379.25 664.75 5379.15 683.34 5378 720.04 5377.89 781.86 5378.1 791.42 5377.23 805.88 5377.23 823.21 5378 833.29 5378 848.68 5370.36 888.86 5370.36 897.09 5374.68 911.59 5375.01 920.6 5375 961.79 5373.87 1093.77 5372.97 1132.39 5373.45 1159.58 5375.98 1213.66 5375.7 1266.15 5376 1305.38 5376.88 1382.4 5375.92 1480.72 5375.98 1507.86 5376.56 1526.61 5378.08 1545.39 5386.72 1580.02 5405.28 1617.52 5406.55 1691.39 5405.02 1703.22 5402.61 1735.34 5398.69 1772.35 5397.52 1783.18 5392 1813.09 5390.06 1862.72 5392 1882.1 5390.64 1895.47 5392.42 1942.29 5390.71 1963.52 5392.21 2022.62 5392.07 2032.55 5389.89 2039.95 5391.88 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val x*xx*xxxx*xxxxx*xxxx*xxx*x*xxx**xxxxx**xxxxxxxxx 0 .05 833.29 .03 911.59 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 833.29 911.59 40.02 40.17 40.19 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 651.96 5379.25 F CROSS SECTION OUTPUT Profile 4100-YEAR xxxxxxxxxxx**xxxxxxxxxxxxxxx xxxxx*xx**xx+*xx+*+*xx*****xx****xxx***xxx+**x*xx+*x*x*xxx*xxx**xxx * E.G. Elev (ft) * 5379.14 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.56 * Wt. n-Val. * 0.050 * 0.030 * 0.040 * * W.S. Elev (ft) * 5378.58 * Reach Len. (ft) * 14.00 * 14.00 * 14.00 * * Crit W.S. (ft) * 5377.70 * Flow Area (sq ft) * 112.80 * 501.93 * 2084.06 * * E.G. Slope (ft/ft) *0 .002667 * Area (sq ft) * 186.92 * 501.93 * 2084.06 * * q Total (cfs) *1 3470.00 * Flow (cfs) * 137.49 * 4325.90 * 9006.61 * * Top Width (ft) * 991.72 * Top Width (ft) * 297.32 * 78.30 * 616.10 * * Vel Total (ft/s) * 4.99 * Avg. Vel. (ft/s) * 1.22 * 8.62 * 4.32 * * Max Chl Dpth (ft) * 8.22 * Hydr. Depth (ft) * 0.71 * 6.41 * 3.38 * * Conv. Total (cfs) *2 60814.7 * Conv. (cfs) * 2662.1 * 83760.9 *174391.7 * * Length Wtd. (ft) * 14.00 * Wetted Per. (ft) * 159.38 * 81.16 * 616.44 * * Min Ch El(ft) * 5370.36 * Shear (lb/sq ft) * 0.12 * 1.03 * 0.56 * * Alpha * 1.46 * Stream Power (lb/ft s) * 0.14 * 8.88 * 2.43 * * Frctn Loss (ft) * 0.05 * Cum Volume (acre-ft) * 4.30 * 19.54 * 27.13 * * C 6 E Loss (ft) * 0.03 * Cum SA (acres) * 3.74 * 3.33 * 12.18 Warning: Divided flow computed for this cross-section. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. BRIDGE RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 57229 INPUT Description: PEDESTRIAN BRIDGE 572+29 Distance from Upstream XS = 14 j Deck/Roadway Width = 11 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 5 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Ste Hi Cord Lo Cord ! ++***********x**x********x++++xx+**x*x*****************x**xxx*xxx***xx** 833 5378.22 833 5382.72 5376.97 870 5382.58 5376.83 910 5380.78 5375.03 910 5376.28 Upstream Bridge Cross Section Data Station Elevation Data num= 55 Sta Elev Sta Elev Sta Elev Ste Elev Sta Elev 0 5379.98 41.74 5378.84 72.83 5379.74 110.15 5379.94 161.27 5379.62 177.94 5380.55 271.31 5379.89 291.07 5380.62 374.18 5379.99 461.13 5380.01 500.05 5378.28 573.26 5377.71 621.25 5378.25 651.96 5379.25 664.75 5379.15 683.34 5378 720.04 5377.89 781.86 5378.1 791.42 5377.23 805.88 5377.23 823.21 5378 833.29 5378 848.68 5370.36 888.86 5370.36 897.09 $374.68 911.59 5375.01 920.6 5375 961.79 5373.87 1093.77 5372.97 1132.39 5373.45 1159.58 5375.98 1213.66 5375.7 1266.15 5376 1305.38 5376.88 1382.4 5375.92 1480.72 5375.98 1507.86 5376.56 1526.61 5378.08 1545.39 5386.72 1580.02 5405.28 1617.52 5406.55 1691.39 5405.02 1703.22 5402.61 1735.34 5398.69 1772.35 5397.52 1783.18 5392 1813.09 5390.06 1862.72 5392 1882.1 5390.64 1895.47 5392.42 1942.29 5390.71 1963.52 5392.21 2022.62 5392.07 2032.55 5389.89 2039.95 5391.88 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 833.29 .03 911.59 .04 Bank Sta: Left Right Coeff Contr. Expan. 833.29 911.59 .1 .3 Ineffective Flow num= I Ste L Sta R Elev Permanent 0 651.96 5379.25 F Downstream Deck/Roadway Coordinates num= 6 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 824 5378.22 824 5382.72 5376.97 862 5382.58 5376.83 900 5380.78 5375.03 900 5376.28 903.75 5374.14 Downstream Bridge Cross Section Data Station Elevation Data num= 50 Ste Elev Sta Elev Sta Elev Ste Elev Sta Elev 0 5379.99 17.8 5379.61 113.32 5379.45 168.33 5379.02 263.03 5379.03 342.19 5378.67 423.12 5378.06 550.14 5377.83 659.15 5377.19 693.25 5376.3 694.03 5376.68 726.28 5377.69 777.49 5378.39 789.23 5376.86 817.28 5376.86 829.71 5377.45 847.02 5370.32 883.34 5370.13 890.42 5373.63 903.75 5374.14 .931.09 5374 1027.08 5373.14 1094.3 5372.74 1119.59 5373.02 1146.7 5373.86 1183.56 5375.66 1280.51 5375.93 1336.57 5377.24 1362.8 5376.83 1390.81 5376 1421.89 5375.67 1449.8 5375.92 1495.59 5377.07 1513.57 5378.59 1531.55 5386.72 1565.1 5405.78 1612.38 5407.08 1639.53 5406.63 1673.37 5405.02 1712.56 5399.48 1739.29 5397.11 1773.01 5395.49 1783.7 5391.21 1813.37 5390 1825.47 5390.46 1854.27 5390.65 1929.09 5390.4 1945.93 5389.96 2006.38 5390 2039.95 5389.66 Manning`s n Values num= 3 Sta n Val Sta n Val Ste n Val ***********x*****xxx+++*+*++x+x+*+++x++++*+*++** 0 .05 829.71 .03 903.75 .045 Bank Sta: Left Right Coeff Contr. Expan. 829.71 903.75 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 777 5378.39 F Upstream Embankment side slope - Downstream Embankment side slope = Maximum allowable submergence for weir flow = Elevation at which weir flow begins = 5372. Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Number of Bridge Coefficient Sets = 1 Low Flow Methods and Data Energy Selected Low Flow Methods = Highest Energy Answer High Flow Method Energy Only Additional Bridge Parameters Add Friction component to Momentum Do not add Weight component to Momentum 0 horiz. to 1.0 vertical 0 horiz. to 1.0 vertical 95 97 Crested 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: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 57203 INPUT Description: CROSS SECTION 57203 - D/S PEDESTRIAN BRIDGE Station Elevation Data num= 50 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5379.99 17.8 5379.61 113.32 5379.45 168.33 5379.02 263.03 5379.03 342.19 5378.67 423.12 5378.06 550.14 5377.83 659.15 5377.19 693.25 5376.3 694.03 5376.68 726.28 5377.69 777.49 5378.39 789.23 5376.86 817.28 5376.86 829.71 5377.45 847.02 5370.32 883.34 5370.13 890.42 5373.63 903.75 5374.14 931.09 5374 1027.08 5373.14 1094.3 5372.74 1119.59 5373.02 1146.7 5373.86 1183.56 5375.66 1280.51 5375.93 1336.57 5377.24 1362.8 5376.83 1390.81 5376 1421.89 5375.67 1449.8 5375.92 1495.59 5377.07 1513.57 5378.59 1531.55 5386.72 1565.1 5405.78 1612.38 5407.08 1639.53 5406.63 1673.37 5405.02 1712.56 5399.48 1739.29 5397.11 1773.01 5395.49 1783.7 5391.21 1813.37 5390 1825.47 5390.46 1854.27 5390.65 1929.09 5390.4 1945.93 5389.96 2006.38 5390 2039.95 5389.66 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 829.71 .03 9 03.75 .045 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 829.71 903.75 39 8.11 444.05 388.17 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 777 5378.39 F CROSS SECTION OUTPUT Profile #100- YEAR * E.G. Elev (£t) * 5378.84 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.21 * Wt. n-Val. * 0.050 * 0.030 * 0.045 * * W.S. Elev (ft) * 5377.63 * Reach Len. (ft) * 398.11 * 444.05 * 388.17 * * Crit W.S. (ft) * 5377.63 * Flow Area (sq ft) * 29.59 * 424.11 * 1586.32 * * E.G. Slope (ft/ft) *0.006514 * Area (sq ft) * 91.00 * 424.11 * 1586.32 * * Q Total (cfs) *13470.00 * Flow (cfs) * 52.58 * 5321.07 * 8096.35 * * Top Width (ft) * 858.16 * Top Width (ft) * 185.70 * 74.04 * 598-.42 * * Vel Total (ft/s) * 6.60 * Avg. Val. (ft/s) * 1.78 * 12.55 * 5.10 * Max Chl Dpth (ft) * 7.50 * Hydr. Depth (ft) * 0.64 * 5.73 * 2.65 * * Conv. Total (cfs) *166895.0 * Conv. (cfs) * 651.5 * 65928.7 *100314.8 * * Length Wtd. (ft) * 422.45 * Wetted Per. (ft) * 46.42 * 76.28 * 598.55 * * Min Ch E1 (ft) * 5370.13 * Shear (lb/sq ft) * 0.26 * 2.26 * 1.08 * * Alpha * 1.79 * Stream Power (lb/ft s) * 0.46 * 28.37 * 5.50 * * Frctn Loss (ft) * 2.37 * Cum Volume (acre-ft) * 4.07 * 19.19 * 25.25 * * C & E Loss (ft) * 0.06 * Cum SA (acres) * 3.43 * 3.30 * 11.61 * Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: Divided flow computed for this cross-section. Warning: The velocity head has changed by more than 0.5 £t (0.15 m). This may indicate the need for additional cross sections. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Warning: During the standard step iterations, when the assumed water surface was set equal to Critical depth, the calculated water surface came back below critical depth. This indicates that there is not a valid subcritical answer. The program defaulted to critical depth. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 56759 INPUT Description: CROSS SECTION 56759 Station Elevation Data num= 52 Sta Elev Sta Elev Ste Elev Sta Elev Sta Elev 0 5377.07 17.88 5378.59 75.32 5378.84 99.51 5378.16 195.15 5377.57 263.54 5378.59 309.14 5375.91 343.35 5376.56 351.42 5374.27 359.34 5377.32 388.14 5376 481.85 5376.18 526.06 5374.74 569.77 5374.4 640.36 5374.9 667.94 5373.63 712.41 5374.9 725.47 5373.51 757.72 5373.64 777.85 5374.51 829.26 5374.58 861.82 5375.36 890.06 5373.58 908.59 $366.29 924.4 5366.29 934.37 5368.84 965.17 5369.34 985.44 5370.87 995.53 5368.83 1004 5368.33 1021.57 5368.28 1027.51 5367.19 1064.24 5366.29 1072.31 5368.47 1089.33 5369.74 1092.03 5370.64 1151.37 5371.09 1157.6 5372.6 1223 5374.45 1307.82 5374.85 1339.81 5375.67 1362.38 5374.65 1389.85 5376.68 1455.7 5376.49 1485 5377.53 1550.07 5378 1590.62 5380 1610.16 5382 1626.4 5385.62 1641 5386 1658.75 5394.09 1668.07 5394.35 Manning's n Values num= 4 Ste n Val Sta n Val Sta n Val Sta n Val 0 .06 861.82 .045 908.59 .03 -1064.24 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 908.59 1064.24 307.87 417.5 388.09 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 860.6 5375.33 F 1516 1668.07 5380 F CROSS SECTION OUTPUT Profile #100-YEAR - * E.G. Elev (ft) * 5376.11 * Element * Left OB * Channel * Right OB * * Val Head (ft) * 1.78 * Wt. n-Val. * 0.045 * 0.030 * 0.045 * * W.S. Elev (ft) * 5374.33 * Reach Len. (ft) * 307.87 * 417.50 * 388.09 * * Crit W.S. (ft) * 5373.59 * Flow Area (sq ft) * 85.90 * 959.33 * 430.19 * * E.G. Slope (ft/ft) *0 .004883 * Area (sq ft) * 132.84 * 959.33 * 430.19 * * Q Total (cfs) *1 3470.00 * Flow (cfs) * 384.15 *1 1127.29 * 1958.56 * * Top Width (ft) * 436.61 * Top Width (ft) * 126.45 * 155.65 * 154.51 * * Val Total (ft/s) * 9.13 * Avg. Val. (ft/s) * 4.47 * 11.60 * 4.55 * * Max Chl Dpth (ft) * 8.04 * Hydr. Depth (ft) * 2.82 * 6.16 * 2.78 * * Conv. Total (cfs) *1 92772.5 * Conv. (cfs) * 5497.6 *1 59245.4 * 28029.4 * * Length wtd. (ft) * 404.25 * Wetted Per. (ft) * 31.84 * 156.36 * 155.20 * * Min Ch E1 (ft) * 5366.29 * Shear (lb/sq ft) * 0.82 * 1.87 * 0.84 * * Alpha * 1.38 * Stream Power (lb/ft s) * 3.68 * 21.69 * 3.85 * * Frctn Loss (ft) * 2.95 * Cum Volume (acre-ft) * 3.04 * 12.13 * 16.27 * * C s E Loss (ft) * 0.01 * Cum SA (acres) * 2.01 * 2.13 * 8.26 * Warning: Divided flow computed for this cross-section. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 56341 INPUT Description: CROSS SECTION 56341 Station Elevation Data num= 50 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ********************x***xx*xx*x*xxxx*xxxxxxxxxxx***x***xx****x*******x****xx*xx* 0 5374.22 14.5 5374.6 69.4 5374.83 96.01 5374.49 157.11 5375 197.38 5374.75 255.27 5375.07 303.02 5374.4 314.9 5372.36 320.97 5374.65 340.09 5374.79 408.52 5374.46 448.36 5375.03 544.62 5374.8 594.9 5373.27 618.9 5373.44 644.56 5372.87 667.81 5371.34 683.89 5371.6 715.66 5370.08 749.46 5370.2 767.25 5369.31 775.96 5363.5 804.28 5363.24 810.54 5366.52 827.67 5366 831.87 5364.36 844.3 5366 907.84 5366.7 1003.21 5367.03 1020.83 5369.1 1057.65 5370.06 1089.13 5370.04 1110.24 5371.14 1150.35 5370.84 1200.36 5371.95 1224.89 5372.11 1336.12 5372.11 1364.76 5372.87 1374.24 5371.6 1403.85 5370.58 1438.32 5371.09 1463.8 5375.97 1483.3 5384.68 1510.57 5384.11 1522.23 5383.05 1547.44 5383.16 1585.37 5385.44 1619.58 5380 1638.66 5379.97 Manning's n values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val *x****xx*******xx************xxxx*xxxxxxxxxxx xxxxxxx xx xx*xxxxxxxxxxx*xxxxxxxxxxx 0 .06 749.46 .03 804.28 .045 1224.89 .06 1463.8 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 749.46 810.54 446.27 424.35 386.13 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 1364.76 1638.66 5372.87 F CROSS SECTION OUTPUT Profile #100-YEAR **********+*************xxxxxxx xxxxxxxxxxxxxxxxxxx***************x*x*x*xxxxxxxxxxx**********x** * E.G. Elev (ft) * 5373.15 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.93 * Wt. n-Val. * 0.060 * 0.032 * 0.045 * * W.S. Elev (ft) * 5371.22 * Reach Len. (ft) * 446.27 * 424.35 * 386.13 * * Crit W.S. (ft) * 5371.07 * Flow Area (sq ft) * 49.87 * 329.77 * 1087.45 * * E.G. Slope (ft/ft) *0 .012070 * Area (sq ft) * 49.87 * 329.77 * 1106.51 * * Q Total (cfs) *1 3470.00 * Flow (cfs) * 123.28 * 5062.77 * 8283.95 * * Top Width (ft) * 528.99 * Top Width (ft) * 57.55 * 61.08 * 410.37 * * Val Total (ft/s) * 9.18 * Avg. Vel. (ft/s) * 2.47 * 15.35 * 7.62 * Max Chl Dpth (ft) * 7.98 * Hydr. Depth (ft) * 0.87 * 5.40 * 3.05 * * Conv. Total (cfs) *1 22608.3 * Conv. (cfs) * 1122.1 * 46083.0 * 75403.2 * Length Wtd. (ft) * 409.66 * Wetted Per. (ft) * 57.58 * . 63.67 * 357.36 * * Min Ch El (ft) * 5363.24 * Shear (lb/sq ft) * 0.65 * 3.90 * 2.29 * * Alpha * 1.47 * Stream Power (lb/ft s) * 1.61 * 59.92 * 17.47 * * Frctn Loss (ft) * 3.32 * Cum Volume (acre-ft) * 2.40 * 5.96 * 9.42 * * C 6 E Loss (ft) * 0.29 * Cum SA (acres) * 1.36 * 1.09 * 5.74 * ***************xx****x *x*xx xxxxxxxx xxxxxxxxxx xxxxxxxxxxxxxxxx*x xxxxxxxxxxxxxxxxxxxxxxx*x*xxxxx* Warning: Divided flow computed for this cross-section. Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Note: Manning`s n values were composited to a single value in the main channel. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 55917 INPUT Description: CROSS SECTION 55917 (D/S LIMIT OF REACH 3) Station Elevation Data num= 52 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5370.37 41.31 5371 90.3 5370 104.2 5370.14 152.65 5369.4 194.49 5370.44 228.05 5370.65 310.01 5372 409.13 5371.6 446.5 5370.93 465.32 5371.21 480.48 5368.3 500.64 5368.82 518.07 5368.42 524.71 5369.31 543.81 5367.32 587.7 5366.9 698.2 5365.25 719.49 5365.43 747.88 5364.74 771.77 5361.24 809.91 5360.95 833.45 5363.21 882.06 5364.74 912.2 5368.81 932.71 5369.62 952.97 5365.25 979.11 5364.47 1008.62 5365.1 1012.67 5365.44 1028.77 5368.81 1107.69 5368.04 1188.11 5367.82 1238.93 5368.28 1293.24 5367.39 1368.42 5366.94 1433.77 5367.04 1468.91 5367.4 1555.81 5367.41 1605.48 5367.96 1631.85 5367.53 1699.11 5367.61 1721.55 5367.98 1816.32 5368 1838.23 5370.51 1859.48 5371.96 1889.77 5372.03 1897.7 5371.77 1910.98 5369.11 1928.5 5369.11 1930.33 5370.2 1954.43 5370 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 524.71 .045 771.77 .03 809.91 .045 1555.81 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 719.49 882.06 21100.78 21817.521417.83 .1 .3 CROSS SECTION OUTPUT Profile #100-YEAR i. * E.G. Elev (ft) * 5369.54 * Element * Left OB * Channel * Right OB * * Vel Head (ft) - * 0.97 * Wt. n-Val. * 0.045 * 0.038 * 0.047 * * W.S. Elev (ft) * 5368.57 * Reach Len. (ft) * Crit W.S. (ft) * 5368.57 * Flow Area (sq ft) * 417.99 * 893.27 * 1019.70 * * E.G. Slope (ft/ft) *0.005812 * Area (sq ft) * 417.99 * 893.27 * 1019.70 * * 4 Total (cfs) *13470.00 * Flow (cfs) * 1779.70 * 8530.49 * 3159.81 * * Top Width (ft) * 1255.18 * Top Width (ft) * 207.10 * 162.57 * 885.51 * * Val Total (ft/s) * 5.78 * Avg. Vel. (ft/s) * 4.26 * 9.55 * 3.10 * * Max Chl Dpth (ft) * 7.62 * Hydr. Depth (ft) * 2.02 * 5.49 * 1.15 * * Conv. Total (cfs) *176684.5 * Conv. (cfs) * 23344.1 *111893.5 * 41446.9 * * Length Wtd. (ft) * * Wetted Per. (ft) * 207.22 * 162.97 * 886.55 * * Min Ch E1 (ft) * 5360.95 * Shear (lb/sq ft) * 0.73 * 1.99 * 0.42 * * Alpha * 1.87 * Stream Power (lb/ft s) * 3.12 * 18.99 * 1.29 * * Frctn Loss (£t) * * Cum Volume (acre-ft) * C 4 E Loss (ft) * * Cum SA (acres) Warning: Divided flow computed for this cross-section. SUMMARY OF MANNING'S N VALUES River:CLEAR CREEK * Reach * River Sta. * nl * n2 * n3 * n4 * n5 * n6 *ABOVE SHERIDAN * 60612 * .045* .01* .045* .03* . 045* *ABOVE SHERIDAN * 60222 * .06* .01* .045* .03* . 045* .06* *ABOVE SHERIDAN * 60217 *Bridge *ABOVE SHERIDAN * 60197 * .08* .01* .05* .03* .05* .06* *ABOVE SHERIDAN * 59964 * .04* .045* .03* . 045* .05* *ABOVE SHERIDAN * 59656 * .05* .045* .03* . 045* .06* *ABOVE SBERIDAN * 59276 * .06* .045* .03* . 045* .06* *ABOVE SHERIDAN * 58816 * .06* .045* .03* . 045* .06* *ABOVE SHERIDAN * 58431 * .06* .045* .03* . 045* *ABOVE SHERIDAN * 57973 * .06* .045* .03* . 045* *ABOVE SHERIDAN * 57592 * .06* .045* .03* . 045* *ABOVE SHERIDAN * 57243 * .05* .03* .04* *ABOVE SHERIDAN * 57229 * Bridge *ABOVE SHERIDAN * 57203 * .05* .03* .045* *ABOVE SHERIDAN * 56759 * .06* .045* .03* . 045* *ABOVE SHERIDAN * 56341 * .06* .03* .045* .06* .08* *ABOVE SHERIDAN * 55917 * .06* .045* .03* . 045* .06* SUMMARY OF REACH LENGTHS River: CLEAR CREEK ##x**xxxxxxxxxxxx***+x+xxxxxxxxx+****xxxxx*+*#*x #xxxxxx***#*xxxxx * Reach * River Sta. * Left * Channel * Right ++++*xxxxxxxxxxx*xx**#*x#xxxxxxxxx+#x#xxxxxx+++x**#xxxx**x**+*xxx *ABOVE SHERIDAN * 60612 * 391.75* 390. 05* 388.08* *ABOVE SHERIDAN * 60222 * 25.6* 25. 26* 25.04* *ABOVE SHERIDAN * 60217 *Bridge *ABOVE SHERIDAN * 60197 * 232.73* 232. 99' 227.5* *ABOVE SHERIDAN * 59964 * 280.91* 307. 74* 343.47* *ABOVE SHERIDAN * 59656 * 436.92* 380. 11* 310.32* *ABOVE SHERIDAN * 59276 * 426.61* 459. 69* 426.06* *ABOVE SHERIDAN * 58816 * 231.81* 384. 64' 379.81* *ABOVE SHERIDAN * 58431 * 499.45* 458. 79* 405.91* *ABOVE SHERIDAN * 57973 * 375.52* 380. 49* 375.63* *ABOVE SHERIDAN * 57592 * 338.4* 349 .1* 358.05* *ABOVE SHERIDAN * 57243 * 40.02* 40. 17* 40.19* *ABOVE SHERIDAN * 57229 *Bridge *ABOVE SHERIDAN * 57203 * 398.11* 444. 05* 388.17* *ABOVE SHERIDAN * 56759 * 307.87* 417 .5* 388.09* *ABOVE SHERIDAN * 56341 * 446.27* 424. 35* 386.13* *ABOVE SHERIDAN * 55917 * 21100.78* 21817 .5* 21417.83* x#xxxxxxxxxx+x+* **x* #*xxxxxxxxx****xxxxxxx***+ +xxxxx xx+x****#xxxx xx****+#**xx**xxxxxxxx*+#xx*x*xxxxx**+*x*xxxxx******#xxx*xxxxxxx***##*x**xx xx xx* SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: CLEAR CREEK +#xxxxxxxxxxxx****x#*#***xxxxx*+**xx xx xxxx*+*#xxxxxxxx* * Reach * River Sta. * Contr. * Expan. **#*xxxxxxxxxx*xxx****#+*xx*xxxx+x****xxxxx*+*+x**x*xxx 'ABOVE SHERIDAN * 60612 * .l* .3* *ABOVE SHERIDAN * 60222. * .3* .5* *ABOVE SHERIDAN * 60217 *Bridge *ABOVE SHERIDAN * 60197 * .3* .5* *ABOVE SHERIDAN * 59964 * .1* .3* 'ABOVE SHERIDAN * 59656 * .1* .3* *ABOVE SHERIDAN * 59276 * .1* .3* *ABOVE SHERIDAN * 58816 * - .1* .3* *ABOVE SHERIDAN * 58431 * .1* .3* *ABOVE SHERIDAN * 57973 * .1* .3* *ABOVE SHERIDAN * 57592 * .1* .3* *ABOVE SHERIDAN * 57243 * .1* .3* 'ABOVE SHERIDAN * 57229 *Bridge *ABOVE SHERIDAN * 57203 * .1' .3* *ABOVE SHERIDAN * 56759 * .1* .3* *ABOVE SHERIDAN * 56341 * .1* .3* *ABOVE SHERIDAN * 55917 * .1* .3* ****#xx*xxxxx*xx +***#xxx*xxx****xx xxxxxx* ***#**xxxx ~ o W o m d m m W m W r m in d m N N r m W m so W .fl r m m ai M m , ri of <d m O r rr.. ~ <d N Q~ ~c lti m v b m N N i . d m m r W N 0 r O W m d m ~ Q fQ ' O W N d m W f0 N W N W m O d M N h M m N lq b N M m W W .G N IV + - ~ N r M W IV cC W N r tl> m ~ m m O N N ~ ) W ~ ( p ~~1 1ss• M d O 1 m N N N O i O N Ln N [ ~l W m r N O m W O O i m ~ m m O O m W N r O d 0 r W r W a N N m O h N m m N W O N r V N d OmJ V m fm0 ~ WA m r N N N tN0 m -t R ~F n~ ~ ~ 1q tpp p O C C O O < O b ~ N W W W N N o r m W m e m o t ~l N m r m O N W W m m d N N r , , C , , ~ M r W N V O r N °d N m yy N m N r Wr N 0 O N M r r T!' m M u N O M f 0 N s ` 't`'- N ci O O o O O o o O O o N O S O O G G O O G G O O G G O O M i ^ d m o O m W N m m o d sm M W m W to m r O r m N M W m W W <<j C O O ~ - ~ O IV fV lD J ' N N {{pp C) N m m d N W ~ W N - N W W N m m M N r W r W , d + d N b O ~ O ~ - H O C ~ O C: m N an d N -c o m m d m M m N r .'n ;.:r N m N d m m ' M m N N m M (V 1 ~ p V V l z O h fV O O ~ ~ W W O 1~ C W m m C m J r V t 1 r r n m d b d d N b M M m N N b M M m N N N M N M N M m M N N N m Y1 1 ~ ~ m W ~ m d W m m m o m m r W o m m d ~ ~ m W d ~ m ~ d N 1 5 N ' ` V M O N d OO m Cl Oi Ol f0 t'> Oi ~ , ut o ~ m °a °v (ate' m m m M ~(f h cm+~ Y1 M m Yl cr> M m L[1 N h mm N y 5 1[I t m N 1 n 1n H N 2 M1 rvY } ~ F # 1 t p ~ x a y ~ ~ ITt YII IL 9YI 111 o ~ ltl f lf (if ~ ~ it! 31~ 11t iif . . T ' ~ ni 4f'1 W tii li t'llT ~i iil lit Z W . Q d C C O C 0 u 0 i D ' rt - Q m e m m r O n m m n r m m m r m o m N N m W m N n z, O : 0 0 0 0 0 0 0 0 0 0 0 0 0 ~ o o W o n e m m w m w r n m Q n c^ m m { b t~ ` . m t0 Oi r m m (V Oi t0 m O I~ Cl fG N Orn t4 fG ~ m m N h m i!1.;~ . Q m m r W N O 1~ m O W m Q N N . N m m m Q n O Q m N m m N m m ' . n m N O W m m m m m r O Q O W " O! W t 7 O lV Ih ~ O (O W O b h O u~, : N M 1 1~~ N N N N N N N N N N Q P N N W W m N m w N V m r N l0 N N (m~ I Ym] ~ lV o ! fV t h q lV t' Y P) th M aG (V r- ~ Oi t' " O r R N pp M m O O N m m ~ m r N 6 _ yp y py O O N O ff (A , O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O v O O 0 0 0 0 0 0 0 0 0 O O O O Omi r W m m N un i ID d oQ0 b ~ ' e N ' 0 Q m O 0 0 m Q o w w m m m m N m m 6 ~ m m M n n n W m m ,_yU'., Y: Q ; m Q m u~ Q m m m m m m m m m m m m m m m m m m m m m 111. _ € m m m m N V Q m m ; m m m m m m! N O n m W r m m . n O m . V N (V m fD f7 O n < a r I h') f4 n 0 Q 0 o Q Q m W w w m m m m m m m m m o r m t~ r m m m m m v . m m m m m m m m m m m m m m m m N m m m m m Q m m m m t m m ~ r m yN ) ~ ' m Q ( - o m N 7 N o o Q W m W m D') W w w m m O r W m N Q m eJ m r n Q r n m n m y r Q ~ m Q p m m m m m m m m m m m 1f1 m m m m m m m m m m m m m m W _ fl - - - - - - - - s. N r - - - m N O - - m N N m. - O , . N m m m m O ' W N Q m N W w Ul I U _ . m O O w m m m m m m m U t `m r .Q r N O n r O fG n c~ c m O ~ m m ~ 1~ h H N H m N N Im(f N~ h m m I [1 1 C 1 / x£0 000 00 O Ob O OO O'O O' OO 1 7jp:; f % O O C O 60, O O O O O OO C O O OO O 1 rt:r rmr rrr nr n nn ppnr nr ~ of i Met 5 r u ' E3 ~ t ~4 di ~ m ~'e mma mmm ~ ~ ~°mm mm : m r 0 e V HEC-RAS Version 9.0.0 March 2008 U.S. Army Corps of Engineers Hydrologic Engineering Center 609 Second Street ( Davis, California 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 XXX XXXX XXXX X XXX XXXX XXXXXX XXXX X X X X X X X X X i' X X X X X X X X X X j X X XXXXXX xxxx X X X X XXXXX «x~xxx:r+++:r+r:+r:~.++++a+++++>«~:+r:~.~rrw .ef:+x~~.<aexer.<+>a+++~•i:x~~.t>~~~~«s«xxx PROJECT DATA Project Title: PIPPIN FP PERMIT EXISTING Project File : EXISTING.prj Run Date and Time: 9/1/2010 5:12:28 PM Project in English units Project Description: CLEAR CREEK FLOOD HAZARD AREA DELINEATION (FHAD) PREPARED BY: HVS ENGINEERING INC., April 2010 PREPARED FOR: MIKE PIPPIN ~fx++++•x~~+~++~++>~.xx~:•x««♦~~wx•~r:r•,r~a~++>xx:xm<x♦+.w•.r: f:~+t+s♦+<x<++x♦x~x PLAN DATA Plan Title: EXISTING Plan File : C:\HVS\Pippin\FRAD\FLOODPLAIN PERMIT\EXISTING.p05 Geometry Title: EXISTING Geometry File : C:\HVS\Pippin\FHAD\FLOODPLAIN PERMIT\EXISTING.901 Flow Title CLEAR CREEK FHAD FINAL OPT MODIFIED Flow File C:\HVS\Pippin\FHAD\FLOODPLAIN PERMIT\EXISTING.f02 Plan Summary Information: I Number of: Cross Sections = 16 Multiple Openings = 0 Culverts = 0 Inline Structures = 0 Bridges = 2 Lateral Structures = 0 Computational Information Water surface calculation tolerance = 0.01 Critical depth calculation tolerance = 0.01 Maximum number of iterations = 20 i Maximum difference tolerance = 0.3 Flow tolerance factor 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: Subcritical Flow ~>xr++~+>+wx+~~+~+~~+:~x+:~xa:rx~»>zz+>x•xx+:+>.~~+rxx~~xx.x~+xxxx+~~xx•xx+~x.++xf~ FLOW DATA' Flow Title: CLEAR CREEK FHAD FINAL OPT MODIFIED Flow File : C:\HVS\Pippin\FHAD\FLOODPLAIN PERMIT\EXISTING.f02 Flow Data (cfs) * River Reach RS * 100-YEAR * * CLEAR CREEK ABOVE SHERIDAN 60612 * 13470 * *****************k********************k*************k**k**k** Boundary Conditions * River Reach Profile * Upstream Downstream x * CLEAR CREEK ABOVE SHERIDAN 100-YEAR * Known WS = 5263.38 Inline Structure Gate Openings River = CLEAR CREEK Reach = ABOVE SHERIDAN RS = 88145 Gate = Gate #1 # Open Open Ht 3 2 GEOMETRY DATA Geometry Title: EXISTING Geometry File : C:\HVS\Pippin\FHAD\FLOODPLAIN PERMIT\EXISTING.901 CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 60612 INPUT Description: CROSS SECTION 60612 Station Elevation Data num= 49 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5406.19 36.09 5406.02 64.57 5406.05 68.43 5406.73 84.22 5407.39 89.97 5407.39 99.66 5407.06 113.94 5406.22 117.56 5405.6 131.73 5406.78 159.34 5404.49 164.37 5403.6 838.43 5403.12 884.37 5402.63 918.76 5402.14 j 986.03 5401.78 1000.41 5401.88 1008.31 5401.07 1025.2 5400.96 1040.37 5400.25 1052.38 5398.9 1066.64 5396.03 1078.03 5396.27 1084.64 5395.54 1091.17 5391.72 1134.66 5391.98 1144.08 5400.79 1150.41 5401.42 1186.28 5401.63 1206.49 5401.41 1260.82 5401.56 1298.46 5401.28 1310.84 5401.69 1333.44 5401.65 1371.77 5401.36 1393.7 5401.4 1422.49 5402 1432.59 5402.4 1505.37 5403.98 1520.02 5404 1563.6 5404.73 1602.49 5403.55 1611.24 5403.56 1627.65 5408 1632.93 5410 1659.93 5427.73 1691.47 5445.89 1728.7 5448.14 1769.3 5447.8 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .045 164.37 .01 838.43 .045 1091.17 .03 1134.66 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. j 1091.17 1134.66 391.75 390.05 388.08 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 838.43 5406 F CROSS SECTION OUTPUT Profile #100-YEAR *************x********************************************************************************* * E.G. Elev (ft) * 5405.98 * Element * Left OB * Channel * Right OB * Vel Head (ft) * 1.45 * Wt. n-Val. * 0.045 * 0.030 * 0.045 * * W.S. Elev (ft) * 5404.53 * Reach Len. (ft) * 391.75 * 390.05 * 388.08 * * Crit W.S. (ft) * 5404.53 * Flow Area (sq ft) * 887.79 * 551.33 * 1080.61 * E.G. Slope (ft/ft) *0.002301 * Area (sq ft) * 1677.01 * 551.33 * 1080.61 * Q Total (cfs) *13470.00 * Flow (cfs) * 3236.29 * 7121.21 * 3112.50 * Top Width (ft) * 1437.15 * Top Width (ft) * 932.28 * 43.49 * 461.38 * Vel Total (ft/s) * 5.35 * Avg. Vel. (ft/s) * 3.65 * 12.92 * 2.88 * Max Chl Dpth (ft) * 12.81 * Hydr. Depth (ft) * 3.51 * 12.68 * 2.34 * Conv. Total (cfs) *280832.3 * Conv. (cfs) * 67472.5 *148468.0 * 64891.7 * Length Wtd. (ft) * 389.88 * Wetted Per. (ft) * 254.25 * 43.49 * 465.08 * Min Ch El (ft) * 5391.72 * Shear (lb/sq ft) * 0.50 * 1.82 * 0.33 * Alpha * 3.27 * Stream Power (lb/ft s) * 1.83 * 23.52 * 0.96 * * Frctn Loss (ft) * 0.54 * Cum volume (acre-ft) * 67.26 * 51.30 * 133.20 * * C 5 E Loss (ft) * 0.28 * Cum SA (acres) * 34.23 * 6.66 * 53.53 * Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: Divided flow computed for this cross-section. Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates that there is not a valid suberitical answer. The program defaulted to critical depth. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 60222 INPUT Description: CROSS SECTION 60222 - U/S PEDESTRIAN BRIDGE Station Elevation Data num 49 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5403.49 48.19 5403.49 74.39 5403.75 81.31 5403.25 110.2 5403.65 135.93 5404.29 151.12 5404.29 183.1 5404.71 191.13 5405.15 252.91 5405.2 287.01 5403.85 288.99 5402.14 296.21 5403.36 319.78 5403.6 1006.32 5403.6 1008.4 5403.97 1035.97 5403.61 1051.05 5400.31 1108.77 5399.08 1152.18 5398.54 1199.07 5398.47 1230.95 5398.87 1254.03 5399.58 1269.74 5391.96 1271.7 5390.25 1323.71 5390.52 1327.15 5399.33 1357.02 5399.08 1450.64 5397.62 1491.56 5399.36 1522.64 5399.48 1533.94 5400 1560.9 5400.24 1613.97 5401.18 1631.91 5401.13 1652.74 5400.66 1668.31 5400.94 1688.63 5400.37 1717.51 5400.55 1738.38 5400.41 1783.64 5401.19 1797.94 5400.79 1845.23 5401.67 1880.73 5401.98 1885.22 5404 1941.04 5440 1952.95 5448.07 1962.53 5449.38 1981.28 5450.46 Manning's n Values num= 6 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 319.78 .01 1006.32 .045 1271.7 .03 1323.71 .045 1880.73 .06. Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1271.7 1323.71 25.6 25.26 25.04 .3 .5 Ineffective Flow num= 1 Sta L Ste R Elev Permanent 0 1008.4 5403.97 F CROSS SECTION OUTPUT. Profile #100-YEAR * E.G. Elev (ft) * 5404.14 * Element * Left OB * Channel * Right OB * Vel Head (ft) * 0.52 * Wt. n-Val. * 0.045 * 0.030 * 0.045 * * W.S. Elev (ft) * 5403.62 * Reach Len. (ft) * 5.00 * 5.00 * 5.00 * * Crit W.S. (ft) * 5402.31 * Flow Area (sq ft) * 1106.99 * 688.28 * 1994.39 * E.G. Slope (ft/ft) *0.000917 * Area (sq ft) * 1143.40 * 688.28 * 1994.39 * q Total (cfs) *13470.00 * Flow (cfs) * 3073.31 * 5774.20 * 4622.49 * Top Width (ft) * 1661.10 * Top Width (ft) * 1048.43 * 52.01 * 560.66 * Vel Total (ft/s) * 3.55 * Avg. Vel. (ft/s) * 2.78 * 8.39 * 2.32 * Max Chl Dpth (ft) * 13.37 * Hydr. Depth (ft) * 4.68 * 13.23 * 3.56 * * Conv. Total (cfs) *444936.8 * Conv. (cfs) *101516.6 *190731.6 *152688.7 * * Length Wtd. (ft) * 5.00 * Wetted Per. (ft) * 239.18 * 52.01 * 567.14 * Min Ch E1 (ft) * 5390.25 * Shear (lb/sq ft) * 0.26 * 0.76 * 0.20 * Alpha * 2.67 * Stream Power (lb/ft s) * 0.74 * 6.35 * 0.47 * Frctn Loss (ft) * 0.01 * Cum volume (acre-ft) * 54.58 * 45.75 * 119.51 * C 6 E Loss (ft) * 0.13 * Cum SA (acres) * 25.32 * 6.24 * 48.98 * Warning: Divided flow computed for this cross-section. Warning: The cross-section end points had to be extended vertically for the computed water surface. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. BRIDGE RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 60217 INPUT Description: PEDESTRIAN BRIDGE 602+17 Distance from Upstream XS = 5 Deck/Roadway Width = 9 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 5 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1252 5400.35 1252 5404.85 5399.1 1295 5406.54 5400.79 1338 5404.9 5399.15 1338 5400.4 Upstream Bridge Cross Section Data Station Elevation Data num= 49 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5403.49 48.19 5403.49 74.39 5403.75 81.31 5403.25 110.2 5403.65 135.93 5404.29 151.12 5404.29 183.1 5404.71 191.13 5405.15 252.91 5405.2 287.01 5403.85 288.99 5402.14 296.21 5403.36 319.78 5403.6 1006.32 5403.6 1008.4 5403.97 1035.97 5403.61 1051.05 5400.31 1108.77 5399.08 1152.18 5398.54 1199.07 5398.47 1230.95 5398.87 1254.03 5399.58 1269.74 5391.96 1271.7 5390.25 1323.71 5390.52 1327.15 5399.33 1357.02 5399.08 1450.64 5397.62 1491.56 5399.36 1522.64 5399.48 1533.94 5400 1560.9 5400.24 1613.97 5401.18 1631.91 5401.13 1652.74 5400.66 1668.31 5400.94 1688.63 5400.37 1717.51 5400.55 1738.38 5400.41 1783.64 5401.19 1797.94 5400.79 1845.23 5401.67 1880.73 5401.98 1885.22 5404 1941.04 5440 1952.95 5448.07 1962.53 5449.38 1981.28 5450.46 Manning`s n Values num= 6 Sta n Val Sta n Val Ste n Val Ste n Val Sta n Val 0 .06 319.78 .01 1006.32 .045 1271.7 .03 1323.71 .045 1880.73 .06 Bank Sta: Left Right Coeff Contr. Expan. 1271.7 1323.71 .3 .5 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 1008.4 5403.97 F Downstream Deck/Roadway Coordinates - num= 7 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord xxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxx++++x+x xxxxxxxxxxxxxxxxxxxxxx 1237.2 5398.6 1251 5400.35 1251 5404.85 5399.1 1295 5406.54 5400.79 1337 5404.9 5399.15 1337 5400.4 1353.19 5398.98 Downstream Bridge Cross Section Data Station Elevation Data num= 46 Sta Elev Ste Elev Sta Elev Sta Elev Sta Elev +++++++++++++++++++++++++++++xxx+++++x+++xxxxxxxx++xx+++xx+xxxxxx+xxxxxxxxxxxxxx 0 5403.09 84.49 5403.03 120.43 5403.96 177.52 5403.66 182.62 5403.67 222.4 5403.75 254.39 5404.61 287.01 5403.61 1004.78 5403.59 1005.59 5404.09 1034.04 5403.85 1049.91 5400.55 1065.44 5400 1098.55 5399.3 1125.51 5398.56 1211.29 5398.52 1225.84 5397.87 1237.2 5398.6 1255.53 5396.71 1266.25 5392.61 1270.15 5390.01 1322.7 5390.27 1324.58 5399.33 1339.98 5398.76 1353.19 5398.98 1431.67 5397.62 1482.05 5399.99 1534.53 5400 1551.38 5400.44 1615.72 5401.09 1646.14 5400.57 1671.41 5401.03 1684.11 5400.08 1721.36 5400.23 1734.66 5400.05 1782.27 5400.79 1818.72 5400.79 1855.03 5401.38 1866.45 5402 1880.57 5402.08 1886.56 5404 1921.53 5426.91 1954.05 5448 1955.9 5448.83 1966.04 5450 1981.97 5450.9 Manning's n Values num= 6 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val +xx+xxxx++++++xxx++xxxxxx xx xxxxxxxxxxxxxxxxxxx x+++x+++xxx++++x+x++xxxxxx xx xxxxxx 0 .08 287.01 .01 1004.78 .05 1270.15 .03 1322.7 .05 1886.56 .06 Bank Sta: Left Right 1270.15 1322.7 Ineffective Flow num= Sta L Sta R Elev 0 1005.59 5404.09 Coeff Contr. Expan. .3 .5 1 Permanent F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = 5397.62 Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested 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: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 60197 INPUT Description: CROSS SECTION 60197 - D/S PEDESTRIAN BRIDGE Station Elevation Data num= 46 Ste Elev Sta Elev Sta Elev Sta Elev Sta Elev xxxxxxx xxx+++++x+xxxxxxxxxxxxxx+xx+xxx+xxx++xxxx+xxxxxxxxxxxxxxxxxx+x xxxx+xxxxxx 0 5403.09 84.49 5403.03 120.43 5403.96 177.52 5403.66 182.62 5403.87 222.4 5403.75 254.39 5404.61 287.01 5403.61 1004.78 5403.59 1005.59 5404.09 1034.04 5403.85 1049.91 5400.55 1065.44 5400 1098.55 5399.3 1125.51 5398.56 1211.29 5398.52 1225.84 5397.87 1237.2 5398.6 1255.53 5396.71 1266.25 5392.61 1270.15 5390.01 1322.7 5390.27 1324.58 5399.33 1339.98 5398.76 1353.19 5398.98 1431.67 5397.62 1482.05 5399.99 1534.53 5400 1551.38 5400.44 1615.72 5401.09 1646.14 5400.57 1671.41 5401.03 1684.11 5400.08 1721.36 5400.23 1734.66 5400.05 1782.27 5400.79 1818.72 5400.79 1855.03 5401.38 1866.45 5402 1880.57 5402.08 1886.56 5404 1921.53 5426.91 1954.05 5448 1955.9 5448.83 1966.04 5450 1981.97 5450.9 Manning's n Values num= 6 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .08 287.01 .01 1004.78 .05 1270.15 .03 1322.7 .05 1886.56 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expah. 1270.15 1322.7 232.73 232.99 227.5 .3 .5 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 1005.59 5404.09 F CROSS SECTION OUTPUT Profile #100-YEAR * E.G. Elev (ft) * 5403.64 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.36 * Wt. n-Val. * 0.050 * 0.030 * 0.050 * * W.S. Elev (ft) * 5402.28 * Reach Len. (ft) * 232.73 * 232.99 * 227.50 * *'Crit W.S. (ft) * 5402.28 * Flow Area (sq ft) * 850.69 * 637.85 * 1254.73 * * E.G. Slope (ft/ft) *0.002148 * Area (sq ft) * 850.69 * 637.85 * 1254.73 * * Q Total (cfs) *13470.00 * Flow (cfs) * 2798.71 * 7733.30 * 2937.98 * * Top Width (ft) * 839.59 * Top Width (ft) * 228.55 * 52.55 * 558.49 * * Vel Total (ft/s) * 4.91 * Avg. Vel. (ft/s) * 3.29 * 12.12 * 2.34 * * Max Chl Dpth (ft) * 12.27 * Hydr. Depth (ft) * 3.72 * 12.14 * 2.25 * * Conv. Total (cfs) *290638.7 * Conv. (cfs) * 60387.1 *166859.4 * 63392.1 * * Length Wtd. (ft) * 231.73 * Wetted Per. (ft) * 230.43 * 52.55 * 566.05 * * Min Ch E1 (ft) * 5390.01 * Shear (lb/sq ft) * 0.50 * 1.63 * 0.30 * * Alpha * 3.64 * Stream Power (lb/ft s) * 1,63 * 19.73 * 0.70 * * Frctn Loss (ft) * 0.60 * Cum Volume (acre-ft) * 53.94 * 45.42 * 118.45 * * C 5 E Loss (ft) * 0.02 * Cum SA (acres) * 24.82 * 6.23 * 48.66 * Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates that there is not a valid subcritical answer. The program defaulted to critical depth. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 59964 INPUT Description: CROSS SECTION 59964 Station Elevation Data num= 50 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5401.64 26.6 5402.08 56.22 5401.66 79.69 5402.77 130.5 5403.4 167.24 5403.27 243.38 5403.5 261.61 5403.18 299.11 5403.29 313.06 5403.87 398.06 5404.1 459.53 5403.85 511.6 5404.09 773.13 5404.04 899.8 5404.07 930.07 5404.73 985.78 5402.27 1016.7 5401.58 1035.89 5396.99 1059.46 5396.22 1111.24 5396.33 1142.86 5395.75 1163.95 5393.19 1208.29 5394.93 1217.73 5395.38 1226.39 5392.71 1247.42 5393.14 1255.91 5388.18 1292.77 5388.55 1297.66 5392.93 1316.16 5392.43 1328.84 5394.95 1353.84 5396.38 1375.05 5396.78 1489.25 5397.71 1498.4 5398.13 1531.62 5398 1570.66 5398.93 1605.25 5398.6 1709.02 5399.13 1758.74 5399.1 1801.68 5398.64 1814.89 5400.61 1855.91 5420.47 1901.79 5446.01 1906.96 5448 1921.16 5449.48 1926.35 5450.96 1975.46 5452.1 2005.06 5452.15 Manning's n Values nun= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .04 1035.89 .045 1255.91 .03 1292.77 .045 1353.84 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1255.91 1292.77 280.91 307.74 343.47 - .1 .3 CROSS SECTION OUTPUT Profile #100- YEAR * E.G. Elev (ft) * 5400.86 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.42 * Wt. n-Val. * 0.045 * 0.030 * 0.047 * * W.S. Elev (ft) * 5399.44 * Reach Len. (ft) * 280.91 * 307.74 * 343.47 * * Crit W.S. (ft) * 5399.44 * Flow Area (sq ft) * 992.93 * 408.24 * 869.89 * * E.G. Slope (ft/ft) *0.003162 * Area (sq ft) * 992.93 * 408.24 * 869.89 * * q Total (cfs) *13470.00 * Flow (cfs) * 4929.31 * 5649.08 * 2891.61 * * Top Width (ft) * 781.40 * Top Width (ft) * 230.26 * 36.86 * 514.28 * * Val Total (ft/s) * 5.93 * Avg. Vel. (ft/s) * 4.96 * 13.84 * 3.32 * * Max Chl Dpth (ft) * 11.26 * Hydr. Depth (ft) * 4.31 * 11.08 * 1.69 * * Conv. Total (cfs) *239555.4 * Conv. (cfs) * 87664.7 *1 00465.3 * 51425.4 * * Length Wtd. (ft) * 310.18 * Wetted Per. (ft) * 232.52 * 36.86 * 516.34 * * Min Ch E1 (ft) * 5388.18 * Shear (lb/sq ft) * 0.84 * 2.19 * 0.33 * * Alpha * 2.61 * Stream Power (lb/ft s) * 4.18 * 30.25 * 1.11 * * Frctn Loss (ft) * 1.09 * Cum Volume (acre-ft) * 49.01 * 42.62 * 112.90 * * C s E Loss (ft) * 0.05 * Cum SA (acres) - * 23.59 * 5.99 * 45.85 * Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates that there is not a valid subcritical answer. The program defaulted to critical depth. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 59656 INPUT Description: CROSS SECTION 59656 Station Elevation Data num= 57 Ste Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5399.65 21.86 5399.1 59.56 5399.51 197.93 5399.59 240.27 5399.86 250.35 5399.47 303.11 5399.46 351.27 5398.61 413.6 5398.61 514 5397.81 521.27 5398 607.67 5397.31 666.81 5397.3 786 5396.31 875.07 5395.81 973.49 5394.66 997.27 5392.87 1015.18 5390.24 1043.51 5391.98 1048.34 5392 1073.72. 5394.3 1083.6 5394.02 1093.04 5393.22 1106.05 5393.2 1124.71 5388.75 1127.14 5387.05 1147.54 5386.62 1161.68 5388 1169.1 5388.92 1178.54 5392.35 1178.75 5393.36 1202.82 5393.94 1214.5 5393.96 1252.78 5393.65 1272.29 5394.02 1287.48 5394.68 1310.1 5392.71 1336.03 5394.68 1384.56 5394.68 1447.11 5393.86 1513.56 5393.92 1536.58 5395.67 1559.64 5394 1584.1 5394.38 1619.78 5395.85 1656.41 5396.7 1665.61 5396.2 1694.39 5398.03 1734.63 5401.84 1773.88 5415.34 1783.82 5416.73 1800.59 5426 1823.74 5436 1843.48 5446.02 1850.83 5447.28 j 1916.51 5448.3 1941.73 5447.66 Manning's n Values num= 5 Sta n Val Ste n Val Sta n Val Sta n Val Sta n Val 0 .05 197.93 .045 1127.14 .03 1161.68 .045 1734.63 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1127.14 1161.68 436.92 380.11 310.32 .1 .3 CROSS SECTION OUTPUT Profile #100-YEAR xxxxxxxxxxxxxx x.rxr:*r:xxx*xx+**x*x*x*xx+r::exx*xxxx:rx *xxx*xxxxx: r:xxxxxx.r**:xxxxxx+*:r .r*xx*x****x*xxxxx * E.G. Elev (ft) * 5398.16 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.26 * Wt. n-Val. * 0.045 * 0.030 * 0.045 * * W.S. Elev (ft) * 5396.91 * Reach Len. (ft) * 436.92 * 380.11 * 310.32 * * Crit W.S. (ft) * 5396.91 * Flow Area (sq ft) * 953.46 * 337.66 * 1339.82 * * E.G. Slope (ft/ft) *0.003934 * Area (sq ft) * 953.46 * 337.66 * 1339.82 * * Q Total (cfs) *13470.00 * Flow (cfs) * 3442.09 * 4791.59 * 5236.32 * * Top Width (ft) * 962.38 * Top Width (ft) * 412.82 * 34.54 * 515.02 * * Vel Total (ft/s) * 5.12 * Avg. Vel. (ft/s) * 3.61 * 14.19 * 3.91 * Max Chl Dpth (ft) * 10.09 * Hydr. Depth (ft) * 2.31 * 9.78 * 2.60 * Conv. Total (cfs) *214747.7 * Conv. (cfs) * 54876.1 * 76390.6 * 83480.9 * Length Wtd. (ft) * 363.99 * Wetted Per. (ft) * 414.34 * 34.59 * 516.90 * Min Ch E1 (ft) * 5386.82 * Shear (lb/sq ft) * 0.57 * 2.40 * 0.64 * Alpha * 3.09 * Stream Power (lb/ft s) * 2.04 * 34.02 * 2.49 * Frctn Loss (ft) * 1.42 * Cum Volume (acre-ft) * 42.74 * 39.99 * 104.19 * * C s E Loss (ft) * 0.09 * Cum SA (acres) * 21.52 * 5.74 * - 41.80 * xxxx+:*.xxx****+xxxxxx xx*xxxx*xxxxx *****xxxx*xxxxxx xxxxxx*** **xxxx**xxx xx xxxxxx*** *x xx.*xx xx xxx Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates that there is not a valid subcritical answer. The program defaulted to critical depth. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 59276 INPUT Description: CROSS SECTION 59276 Station Elevation Data num= 50 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev xxxxxxxxxxxxxxxxxxxxx xx xxxxxxxxx xx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 0 5396.41 26.36 5395.95 95.23 5396.13 100.11 5395.02 121.16 5397.62 158.37 5399.3 177.2 5398.36 250.29 5398.15 309.25 5398.76 354.14 5399.16 414.57 5400.09 443.61 5395.67 474.42 5393.17 543.61 5392.75 653.45 5391.6 708.99 5392 781.68 5391.95 808.6 5391.21 866.1 5392.46 887.98 5390.83 920.93 5391.06 940.35 5390.33 959.92 5390.89 969.28 5385.81 1006.53 5385.42 1018.04 5386.48 1022.8 5387.91 1036.04 5388.82 1071.93 5389.14 1105.41 5391.88 1117.61 5389.42 1126.74 5391.9 1185.64 5390.8 1251.33 5390.93 1300.01 5391.47 1320.25 5392.92 1353.41 5390.22 1417.75 5391.81 1451.23 5392.34 1536.2 5390.73 1541.48 5391.72 1607.17 5391.47 1651.66 5392.47 1704.34 5394.16 1740.04 5398 1769.6 5410.03 1790.67 5420 1800.38 5426.06 1820.05 5434.97 1842.58 5436.23 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val xxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxx xx xxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 0 .06 443.61 .045 969.28 .03 1018.04 .045 1740.04 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 969.28 1018.04 345 343 345 .1 .3 CROSS SECTION OUTPUT Profile #100-YEAR x xx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx * E.G. Elev (ft) * 5394. 60 * Element * Left OR * Channel * Right OB * * Vel Head (ft) * 0. 95 * Wt. n-Val. * 0.045 * 0.030 * 0.045 * * W.S. Elev (ft) * 5393. 65 * Reach Len. (ft) * 345.00 * 343.00 * 345.00 * * Crit W.S. (ft) * 5393. 65 * Flow Area (sq ft) * 895.18 * 387.93 * 1619.56 * * E.G. Slope (ft/ft) *0 .003884 * Area (sq ft) * 895.18 * 367.93 * 1619.56 * * Q Total (cfs) *1 3470. 00 * Flow (cfs) * 2708.22 * 4768.82 * 5992.96 * * Top Width (ft) * 1219. 93 * Top Width (ft) * 500.78 * 48.76 * 670.39 * * Vel Total (ft/s) * 4. 64 * Avg. Vel. (ft/9) * 3.03 * 12.29 * 3.70 * * Max Chl Dpth (ft) * 8. 23 * Hydr. Depth (ft) * 1.79 * 7.96 * 2.42 * * Conv. Total (cfs) *216140.5 * Conv. (cfs) * 43456.3 * 76520.8 * 96163.4 * Length Wtd. (£t) * 344.20 * Wetted Per. (ft) * 502.20 * 48.81 * 671.66 * Min Ch El (ft) * 5385.42 * Shear (lb/sq ft) * 0.43 * 1.93 * 0.58 * Alpha * 2.85 * Stream Power (lb/ft s) * 1.31 * 23.69 * 2.16 * Frctn Loss (ft) * 1.28 * Cum Volume (acre-ft) * 33.47 * 36.82 * 93.65 * C 5 E Loss (ft) * 0.03 * Cum SA (acres) * 16.94 * 5.37 * 37.57 ***k*k**k**k*k*******kk**k**x**k***k**k************************k**k**k**k**k*k****kkfik**k**k*** Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. - Warning: During the standard step iterations, when the assumed water surface was set equal to critical there depth, the calculated water surface came back below critical depth. This indicates that is not a valid subcritical answer The program defaulted to critical depth. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 58933 INPUT Description: CROSS SECTION 58933 Station Elevation Data num= 29 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev *xx*xxxxxxx***x*xxxx***** *xxxxxx xx x #x*** *xxx*xxk* ****x*xxxxxxxxA'** xxxxkxxx*xxxxx 0 5392.61 9.36 5392 47.95 5391 58.08 5390.92 94 5390.73 129 5390.3 149.5 5390 169 5389 185 5389 201.5 5388 203.8 5386 213 5386 215 5388 397 5388 446 5386 450 5384 454 5382 465.5 5381 481 5382 499 5384 503.5 5386 507.5 5388 516.5 5390 528 5390 534 5388 538 5388 797 5390 865 5392 875 5394 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val *****k*xxxxxxx**kxxxxxxxx x******xxk xxxxx x**x*xxx 0 .045 450 .03 499 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 450 499 114 117 111 .1 .3 CROSS SECTION OUTPUT Profile #100-YEAR ***x*#kkxkkkxx******xkxxkkxx********kkkkxx*****kkkkxxkkx****kkkkkkxk****kkkkkkk****x*kkkkk**x** * E.G. Elev (ft) * 5392.83 * Element * Left OB * Channel * Right OB * Vel Bead (ft) * 1.30 * Wt. n-Val. * 0.045 * 0.030 * 0.045 * W.S. Elev (ft) * 5391.53 * Reach Len. (ft) * 114.00 * 117.00 * 111.00 * Crit W.S. (ft) * 5391.53 * Flow Area (sq ft) * 1190.18 * 458.34 * 811.31 * E.G. Slope (ft/ft) *0.003590 * Area (sq ft) * 1190.18 * 458.34 * 811.31 * Q Total (cfs) *13470.00 * Flow (cfs) * 4681.38 * 5984.81 * 2803.81 * Top Width (ft) * 821.33 * Top Width (ft) * 422.40 * 49.00 * 349.93 * Vel Total (ft/s) * 5.48 * Avg. Vel. (ft/s) * 3.93 * 13.06 * 3.46 * Max Chl Dpth (ft) * 10.53 * Hydr. Depth (ft) * 2.82 * 9.35 * 2.32 * Conv. Total (cfs) *224823.3 * Conv. (cfs) * 78135.4 * 99890.5 * 46797.4 * Length Wtd. (ft) * 114.67 * Wetted Per. (ft) * 424.56 * 49.66 * 351.40 * Min Ch El (ft) * 5381.00 * Shear (lb/sq ft) * 0.63 * 2.07 * 0.52 4 Alpha * 2.79 * Stream Power(lb/ft s) * 2.47 * 27.01 * 1.79 * Frctn Loss (ft) 0.42 * Cum Volume (acre-ft) * 25.21 * 33.49 * 84.02 * C 5 E Loss (ft) * 0.03 * Cum SA (acres) * 13.28 * 4.99 * 33.53 xx******k*kxxkkk****kk xkkkxxkkxkkk* **xkkxxkxkkx*****kxk*kk*k kk *x**kkkxk xk kx***kkkk kx xk*k**kkx kk Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.. Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates that there is not a valid subcritical answer. The program defaulted to critical depth. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 58816 INPUT Description: CROSS SECTION 58816 Station Elevation Data num= 62 Sta Elev Sta Elev Ste Elev Sta Elev Sta Elev 0 5393.45 55.17 5393.45 102.79 5392.19 146.83 5391.69 216.99 5392.04 337.08 5391.92 414.28 5391.06 519 5389.4 522 5390 540 5389.37 549 5390 556 5390.72 581 5390 642 5390.5 678 5390 715 5388.93 794 5389 808 5389.5 815 5389 819 5388 822 5387 828.62 5385.54 831.92 5387.93 885.7 5387.15 906.16 5384.61 909.39 5386.58 947.29 5387.5 984.64 5386.68 1011.68 5387.5 1042.27 5387.27 1049.6 5386.07 1078.21 5386.36 1096.52 5385.95 1104.49 5383.48 1110.75 5384.96 1117.89 5383.45 1138.71 5381.1 1177.6 5381.1 1183.8 5388.42 1196.57 5389.42 1201.75 5389.25 1230.2 5387.32 1236.4 5387.17 1283.3 5387.42 1320.32 5388.01 1333.41 5388.51 1362.18 5387.77 1426.65 5389.23 1506.27 5390.45 1511.65 5394.4 1530.3 5395.62 1543.72 5398 1579.88 5426 1593.58 5429.04 1676 5429.25 1733.87 5431.47 1776.67 5427.95 1783.32 5424.55 1795.33 5424.05 1812.5 5419.85 1814.4 5416.15 1821.62 5416.04 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 828'.62 .045 1138.71 .03 1177.6 .045 1579.88 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1138.71 1177.6 231.81 384.64 379.81 .1 .3 CROSS SECTION OUTPUT Profile #100-YEAR * E.G. Elev (ft) * 5391.57 * Element * Left OB * Channel * Right OB * Vel Head (ft) * 1.19 * Wt. n-Val. * 0.046 * 0.030 * 0.045 * W.S. Elev (ft) * 5390.38 * Reach Len. (ft) * 231.81 * 384.64 * 379.81 * Crit W.S. (ft) * 5390.38 * Flow Area (sq ft) * 1498.38 * 360.97 * 638.45 * E.G. Slope (ft/ft) *0.003804 * Area (sq ft) * 1498.38 * 360.97 * 638.45 * Q Total (cfs) *13470.00 * Flow (cfs) * 6571.82 * 4870.17 * 2028.02 * Top Width (ft) * 1006.79 * Top Width (ft) * 643.69 * 38.89 * 324.21 * Vel Total (ft/s) * 5.39 * Avg. Val. (ft/s) * 4.39 * 13.49 * 3.18 (ft) * Max Chl Dpth * 9.28 * Hydr. Depth (ft) * 2.33 * 9.28 * 1.97 , * Conv. Total (cfs) *218399.3 * Conv. (cfs) *106553.8 * 78963.7 * 32881.8 * Length Wtd. (ft) * 333.81 * Wetted Per. (ft) * 646.76 * 38.89 * 327.76 * Min Ch E1 (ft) * 5381.10 * Shear (lb/sq ft) * 0.55 * 2.20 * 0.46 * Alpha * 2.64 * Stream Power (lb/ft s) * 2.41 * 29.74 * 1.47 * Frctn Loss (ft) * 1.38 * Cum Volume (acre-ft) * 21.69 * 32.39 * 82.18 * C 5 E Loss (ft) * 0.01 * Cum SA (acres) * 11.89 * 4.87 * 32.68 Warning: The energy equa tion could not be balanced within the specified number of iterations. The program used cr itical depth for the water surface and continued on with the calculations. Warning: Divided flow computed for this cross-section. Warning: The energy loss was greater than 1.0 ft (0.3 m), between the c urrent and previous cross section. This may indicate the need for additional cross sections. Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates that there is not a valid subcritical answer. The program defaulted to critical depth . CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 58431 INPUT Description: CROSS SECTION 58431 Station Elevation Data num= 51 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev +xxxz xx xxxzzzz***xxxxxxxxxzxxzz*z+*+*x+++xxxxxxxzzzzzrtz++xxxxxxrtzzzx+xxxxxxxxxz* 0 5391.19 214.95.5391.16 359.19 5391.06 468.04 5390.72 477.05 5390.27 531.76 5389.75 580.32 5389.96 596.8 5389.33 699.62 5388.23 714.99 5388.51 725.04 5385.26 738.78 5387.73 760.63 5386.25 796.8 5385.56 818.75 5383.29 863.83 5384.77 900.42 5383.48 914.11 5378.87 928.24 5378.71 940.16 5378.85 957.76 5379.74 971.78 5383.48 1015.9 5383.21 1030.42 5380 1063.14 5382 1068.78 5385.1 1143.05 5386.53 1156.67 5384.62 1176.89 5385.05 1191.6 5382.95 1241.51 5384.01 1364.52 5385.4 1393.36 5386 1447.54 5386.27 1471.2 5386.06 1508.93 5387.83 1550.91 5388 1584.47 5420.79 1588.79 5419.12 1599.45 5419.12 1614.27 5425.65 1649.42 5424.79 1661.95 5427.14 1729.53 5429.26 1747.14 5428 1752.03 5426.68 1779.8 5426 1786.65 5422.27 1808.78 5421.04 1831.89 5413.45 1851.4 5413.18 Manning's n Values num= 4 Sta n Val Sta n Val Sta n Val Sta n Val *rt*********xxxx**x*****x****+xxx*xxxx*x*******xrt******++xx*z***z 0 .06 699.62 .045 914.11 .03 957.76 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 914.11 957.76 499.45 458.79 405.91 .1 .3 CROSS SECTION OUTPUT Profile #100-YEAR * E.G. Elev (ft) * 5388.59 * Element * Left OB * Channel * Right OB * Vel Head (ft) * 1.25 * Wt. n-Val. * 0.045 * 0.030 * 0.045 * W.S. Elev (ft) * 5387.33 * Reach Len. (ft) * 499.45 * 458.79 * 405.91 * Crit W.S. (ft) * 5387.33 * Flow Area (sq ft) * 492.77 * 364.00 * 1475.06 * E.G. Slope (ft/ft) *0 .004509 * Area (sq ft) * 492.77 * 364.00 * 1475.06 * Q Total (cfs) *1 3470.00 * Flow (cfs) * 2121.90 * 4976.87 * 6371.24 * Top Width (ft) * 771.51 * Top Width (ft) * 187.34 * 43.65 * 540.51 * Vel Total (ft/s) * 5.78 * Avg. Vel. (ft/s) * 4.31 * 13.67 * 4.32 * Max Chl Dpth (ft) * 8.62 * Hydr. Depth (ft) * 2.63 * 8.34 * 2.73 * Conv. Total (cfs) *2 00589.4 * Conv. (cfs) * 31598.4 * 74113.4 * 94877.7 * Length Wtd. (ft) * 435.47 * Wetted Per. (ft) * 188.82 * 43.67 * 542.57 * Min Ch El (ft) * 5378.71 * Shear (lb/sq ft) * 0.73 * 2.35 * 0.77 * Alpha * 2.42 * Stream Power (lb/ft s) * 3.16 * 32.08 * 3.31 * Frctn Loss (ft) * 1.99 * Cum Volume (acre-ft) * 16.39 * 29.19 * 72.96 * C & E Loss (ft) * 0.02 * Cum SA (acres) * 9.68 * 4.51 * 28.91 Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: Divided flow computed for this cross-section. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates that there is not a valid subcritical answer. The program defaulted to critical depth. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 57973 INPUT Description: CROSS SECTION 57973 Station Elevation Data num= Sta Elev Sta Elev ******zz**z****xxxx********zrtzzrt 0 5386.64 191.06 5386.63 314.98 5385.74 356.22 5386.6 498.82 5384.05 534.13 5385.9 706.6 5382.87 722.91 5381.99 796.85 5375.73 804.93 5379.97 56 Sta Elev 198.49 5385.98 366.83 5385.84 626.96 5385.54 745.9 5381.34 853.17 5380.04 Sta Elev ***z*rt***++*x*x 226.26 5385.63 409.52 5386 657.73 5383.29 762.73 5374.67 890 5378.62 Ste Elev *zrt*********x*x 274.29 5385.E 483.65 5385.E 675.31 5383.27 786.23 5374.42 899.46 5380.11 931.4 5378.2 937.99 5380.6 948.68 5381.19 979.56 5380.37 1016.41 5380.5 1032.69 5380.76 1041.87 5382.58 1089.56 5383.08 1098.75 5383.38 1164.95 5382.16 1271.67 5381.83 1342.53 5382.38 1396.16 5382.26 1416.98 5382.71 1460.11 5384.77 1480.4 5390 1508.44 5402.96 1534.12 5414.02 1534.38 5415.11 1553.26 5414.94 1602.78 5412.88 1642.97 5411.65 1672.65 5411.65 1688.37 5410.16 1719.85 5409.68 1784.17 5407.15 1832.57 5406.01 1862.91 5406.15 1891.01 5404.16 1934.12 5403.97 1938.57 5403.28 Manning's n Values num= 4 Sta n Val Sta n Val Sta n Val Sta n Val **x#xxx*x*#xx##xx#*x###x##x#####***#xrt##rt####r:#x*rt######x####x#x 0 .06 675.31 .045 762.73 .03 786.23 .045 Bank Sta: Left Right Lengths: Left Channel Right Coef£ Contr. Expan. 762.73 796.85 375.52 380.49 375.63 .1 .3 CROSS SECTION OUTPUT Profile #100-YEAR * E.G. Elev (ft) * 5385.46 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.17 * Wt. n-Val. * 0.046 * 0.033 * 0.045 * * W.S. Elev (ft) * 5384.28 * Reach Len. (ft) * 375.52 * 380.49 * 375.63 * * Crit W.S. (ft) * 5384.28 * Flow Area (sq ft) * 259.08 * 326.61 * 1798.64 * * E.G. Slope (ft/ft) *0 .004651 * Area (sq ft) * 259.08 * 326-.61 * 1798.64 * * Q Total (cfs) *1 3470.00 * Flow (cfs) * 1040.67 * 4486.80 * 7942.53 * * Top Width (ft) * 812.45 * Top Width (ft) * 125.28 * 34.12 * 653.05 * * Val Total (ft/s) * 5.65 * Avg. Vel. (ft/s) * 4.02 * 13.74 * 4.42 * * Max Chl Dpth (ft) * 9.86 * Hydr. Depth (ft) * 2.07 * 9.57 * 2.75 * * Conv. Total (cfs) *1 97518.9 * Conv. (cfs) * 15260.0 * 65792.7 *116466.2 * * Length Wtd. (ft) * 377.16 * Wetted Per. (ft) * 126.64 * 34.20 * 654.99 * * Min Ch E1 (ft) * 5374.42 * Shear (lb/sq ft) * 0.59 * 2.77 * 0.80 * * Alpha * 2.37 * Stream Power (lb/ft s) * 2.39 * 38.09 * 3.52 * Frctn Loss (ft) * 1.66 * Cum Volume (acre-ft) * 12.08 * 25.55 * 57.71 * * C & E Loss (ft) * 0.06 * Cum SA (acres) * 7.88 * 4.10 * 23.34 * Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: Divided flow computed for this cross-section. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. Th_- indicates that there is not a valid subcritical answer. The program defaulted to critical depth. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RE: 57592 INPUT Description: CROSS SECTION 57592 Station Elevation Data num= 53 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev *#*****************x******x*x*x#*xx#xxx*xxx x*x*x*x#xxxx*xx********************** 0 5383.17 71.38 5383.1 84.97 5382.69 225.02 5382.45 245.21 5382.19 366.15 5382.33 395.56 5382.97 407.34 5382.54 417.1 5382.46 463.2 5382.85 477.15 5382.76 529.31 5381.41 535.65 5380.17 542.6 5380 600.86 5379.31 740.65 5379.51 757.01 5377.49 796.11 5376.46 810.58 5376.94 829.35 5372.85 866.05 5372.65 874.47 5377.01 957.48 5377.48 1007.59 5378.24 1048.97 5377.65 1058.86 5378.31 1088.61 5378.36 1118.86 5377.7 1163.24 5380.13 1209.75 5379.84 1295 5378.81 1350.72 5379.13 1413.15 5378.68 1498.67 5379.33 1526.76 5379.83 1564.88 5381.48 1579.04 5381.65 1599.34 5389.2 1613.31 5393.55 1625.71 5400 1634.03 5402.31 1653.62 5403.38 1709.61 5403.2 1735.44 5397.13 1774.34 5395.65 1782.16 5397.4 1802.82 5397.89 1844.46 5398 1846.28 5396.37 1861.47 5395.83 1896.34 5395.98 1897.98 5395.31 1954.98 5395.27 Manning's n Values num= 4 Sta n Val Sta n Val Sta n Val Ste n Val 0 .06 600.86 .045 829.35 .03 866.05 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 829.35 866.05 338.4 349.1 358.05 .1 .3 CROSS SECTION OUTPUT Profile #100-YEAR * E.G. Elev (ft) * 5382.12 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.99 * Wt. n-Val. * 0.046 * 0.030 * 0.045 * * W.S. Elev (ft) * 5381.14 * Reach Len. (ft) * 338.40 * 349.10 * 358.05 * * Crit W.S. (ft) * 5381.14 * Flow Area (sq ft) * 724.77 * 307.81 * 1693.74 * E.G. Slope (ft/ft) *0 .004189 * Area (sq ft) * 724.77 * 307.81 * 1693.74 * * Q Total (cfs) *1 3470.00 * Flow (cfs) * 2823.53 * 4073.24 * 6573.23 * * Top Width (ft) * 1026.26 * Top Width (ft) * 298.64 * 36.70 * 690.91 * * Val Total (ft/s) * 4.94 * Avg. Vel. (ft/s) * 3.90 * 13.23 * 3.88 * * Max Chl Dpth (ft) * 8.49 * Hydr. Depth (ft) * 2.43 * 8.39 * 2.45 * Conv. Total (cfs) *2 08125.6 * Conv. (cfs) * 43626.5 * 62935.9 *101563.3 * * Length Wtd. (ft) * 353.10 * Wetted Per. (ft) * 299.33 * 36.70 * 692.12 * * Min Ch El (ft) * 5372.65 * Shear (lb/sq ft) * 0.63 * 2.19 * 0.64 * * Alpha * 2.60 * Stream Power (lb/ft s) * 2.47 * 29.02 * 2.46 * * Frctn Loss (ft) * 1.17 * Cum Volume (acre-ft) * 7.84 * 22.78 * 42.65 * * C 6 E Loss (ft) * 0.13 * Cum SA (acres) * 6.06 * 3.79 * 17.55 * k******* *************kk********** Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Warning: During the standard step iterations, when the assumed water surface was set equal to critical there depth, the calculated water surface came back below critical depth. This indicates that is not a valid subcritical answer. The program defaulted to critical depth. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 57243 INPUT Description: CROSS SECTION 57243 - U/S PEDESTRIAN BRIDGE Station Elevation Data num= 55 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ***********************************************k******************************** 0 5379.98 41.74 5378.84 72.83 5379.74 110.15 5379.94 161.27 5379.62 177.94 5380.55 271.31 5379.89 291.07 5380.62 374.18 5379.99 461.13 5380.01 500.05 5378.28 573.26 5377.71 621.25 5378.25 651.96 5379.25 664.75 5379.15 683.34 5378 720.04 5377.89 781.86 5378.1 791.42 5377.23 805.88 5377.23 823.21 5378 833.29 5378 848.68 5370.36 888.86 5370.36 897.09 5374.68 911.59 5375.01 920.6 5375 961.79 5373.87 1093..77 5372-.97 1132.39 5373.45 1159.58 5375.98 1213.66 5375.7 1266.15 5376 1305.38 5376.88 1382.4 5375.92 1480.72 5375.98 1507.86 5376.56 1526.61 5378.08 1545.39 5386.72 1580.02 5405.28 1617.52 5406.55 1691.39 5405.02 1703.22 5402.61 1735.34 5398.69 1772.35 5397.52 1783.18 5392 1813.09 5390.06 1862.72 5392 1882.1 5390.64 1895.47 5392.42 1942.29 5390.71 1963.52 5392.21 2022.62 5392.07 2032.55 5389.89 2039.95 5391.88 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val #******k******************#********************* 0 .05 833.29 .03 911.59 .04 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 833.29 911.59 40.02 40.17 40.19 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 651.96 5379.25 F CROSS SECTION OUTPUT Profile #100-YEAR ************************#********************k******k**********************************k***k*** * E.G. Elev (ft) * 5379.14 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.56 * Wt. n-Val. * 0.050 * 0.030 * 0.040 * * W.S. Elev (ft) * 5378.58 * Reach Len. (ft) * 14.00 * 14.00 * 14.00 * * Crit W.S. (ft) * 5377.70 * Flow Area (sq ft) * 112.80 * 501.93 * 2084.06 * * E.G. Slope (ft/ft) *0 .002667 * Area (sq ft) * 186.92 * 501.93 * 2084.06 * * Q Total (cfs) *1 3470.00 * Flow (cfs) * 137.49 * 4325.90 * 9006.61 * * Top Width (ft) * 991.72 * Top Width (ft) * 297.32 * 78.30 * 616.10 * * Vel Total (ft/s) * 4.99 * Avg. Vel. (ft/s) * 1.22 * 8.62 * 4.32 * * Max Chl Dpth (ft) * 8.22 * Hydr. Depth (ft) * 0.71 * 6.41 * 3.3B * * Conv. Total-(cfs) *2 60814.7 * Conv. (cfs) * 2662.1 * 83760.9 *174391.7 * * Length Wtd. (ft) * 14.00 * Wetted Per. (ft) * 159.38 * 81.16 * 616.44 * * Min Ch E1 (ft) * 5370.36 * Shear (lb/sq ft) * 0.12 * 1.03 * 0.56 * * Alpha - * 1.46 * Stream Power (lb/ft s) * 0.14 * 8.88 * 2.43 * Frctn Loss (ft) * 0.05 * Cum Volume (acre-ft) * 4.30 * 19.54 * 27.13 * * C 3 E Loss (ft) * 0.03 * Cum SA (acres) * 3.74 * 3.33 * 12.18 * Warning: Divided flow computed for this cross-section. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. BRIDGE RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 57229 INPUT Description: PEDESTRIAN BRIDGE 572+29 Distance from Upstream XS = 14 Deck/Roadway width 11 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 5 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 833 5378.22 833 5382.72 5376.97 870 5382.58 5376.83 910 5380.78 5375.03 910 5376.28 Upstream Bridge Cross Section Data Station Elevation Data num- 55 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5379.98 41.74 5378.84 72.83 5379.74 110.15 5379.94 161.27 5379.62 177.94 5380.55 271.31 5379.89 291.07 5380.62 374.18 5379.99 461.13 5380.01 500.05 5378.28 573.26 5377.71 621.25 5378.25 651.96 5379.25 664.75 5379.15 683.34 5378 720.04 5377.89 781.86 5378.1 791.42 5377.23 805.88 5377.23 823.21 5378 833.29 5378 848.68 5370.36 888.86 5370.36 897.09 5374.68 911.59 5375.01 920.6 5375 961.79 5373.87 1093.77 5372.97 1132.39 5373.45 1159.58 5375.98 1213.66 5375.7 1266.15 5376 1305.38 5376.88 1382.4 5375.92 1480.72 5375.98 1507.86 5376.56 1526.61 5378.08 1545.39 5386.72 1580.02 5405.28 1617.52 5406.55 1691.39 5405.02 1703.22 5402.61 1735.34 5398.69 1772.35 5397.52 1783.18 5392 1813.09 5390.06 1862.72 5392 1882.1 5390.64 1895.47 5392.42 1942.29 5390.71 1963.52 5392.21 2022.62 5392.07 2032.55 5389.89 2039.95 5391.88 Manning-s n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 833.29 .03 911.59 .04 Bank Sta: Left Right Coeff Contr: Expan. 833.29 911.59 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 651.96 5379.25 F Downstream Deck/Roadway Coordinates num= 6 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 824 5378.22 824 5382.72 5376.97 862 5382.58 5376.83 900 5380.78 5375.03 900 5376.28 903.75 5374.14 Downstream Bridge Cross Section Data Station Elevation Data num= 50 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev *x**xxxxxxx*******xxxxxxxxxx********x*xxxxxxxx****xxxxxxxxxx*****xxxxx***xxxx xxx 0 5379.99 17.8 5379.61 113.32 5379.45 168.33 5379.02 263.03 5379.03 342.19 5378.67 423.12 5378.06 550.14 5377.83 659.15 5377.19 693.25 5376.3 694.03 5376.68 726.28 5377.69 777.49 5378.39 789.23 5376.86 817.28 5376.86 829.71 5377.45 847.02 5370.32 883.34 5370.13 890.42 5373.63 903.75 5374.14 931.09 5374 1027.08 5373.14 1094.3 5372.74 1119.59 5373.02 1146.7 5373.86 1183.56 5375.66 1280.51 5375.93 1336.57 5377.24 1362.8 5376.83 1390.81 5376 1421.89 5375.67 1449.8 5375.92 1495.59 5377.07 1513.57 5378.59 1531.55 5386.72 1565.1 5405.78 1612.38 5407.08 1639.53 5406.63 1673.37 5405.02 1712.56 5399.48 1739.29 5397.11 1773.01 5395.49 1783.7 5391.21 1813.37 5390 1825.47 5390.46 1854.27 5390.65 1929.09 5390.4 1945.93 5389.96 2006.38 5390 2039.95 5389.66 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val xxxxx******x*xxxxxxx*xx*******xxxxxx xx xxxxx***** 0 .05 829.71 .03 903.75 .045 Bank Sta: Left Right Coeff Contr. Expan. 829.71 903.75 ,1 .3 ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 777 5378.39 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = 5372.97 Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Bridge Coefficient Sets = 1 Low Flow Methods and Data Energy Selected Low Flow Methods = Highest Energy Answer 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 computationsuse critical depth inside the bridge at the upstream end Criteria to check for pressure flow = Upstream energy grade line CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 57203 INPUT Description: CROSS SECTION 57203 -.D/S PEDESTRIAN BRIDGE Station Elevation Data num= 50 Sta. Elev Sta Elev Sta Elev Sta Elev Sta Elev ********x*x***x*x************************x*x**xxx******************************* ' 0 5379.99 17.8 5379.61 113.32 5379.45 168.33 5379.02 263.03 5379.03 342.19 5378.67 423.12 5378.06 550.14 5377.83 659.15 5377.19 693.25 5376.3 694.03 5376.68 726.28 5377.69 777.49 5378.39 789.23 5376.86 817.28 5376.86 829.71 5377.45 847.02 5370.32 883.34 5370.13 890.42 5373.63 903.75 5374.14 931.09 5374 1027.08 5373.14 1094.3 5372.74 1119.59 5373.02 1146.7 5373.86 1183.56 5375.66 1280.51 5375.93 1336.57 5377.24 1362.8 5376.83 1390.81 5376 1421.89 5375.67 1449.8 5375.92 1495.59 5377.07 1513.57 5378.59 1531.55 5386.72 1565.1 5405.78 1612.38 5407.08 1639.53 5406.63 1673.37 5405.02 1712.56 5399.48 1739.29 5397.11 1773.01 5395.49 1783.7 5391.21 1813.37 5390 1825.47 5390.46 1854.27 5390.65 1929.09 5390.4 1945.93 5389.96 2006.38 5390 2039.95 5389.66 Manning's n values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 829.71 .03 903.75 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 829.71 903.75 398.11 444.05 388.17 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 777 5378.39 F CROSS SECTION OUTPUT Profile #100-YEAR * E.G. Elev (ft) * 5378.84 * Element * Left OB * Channel * Right OB * * Val Head (ft) * 1.21 * Wt. n-Val. * 0. 050 * 0.030 * 0.045 * * W.S. Elev (ft) * 5377.63 * Reach Len. (ft) * 398 .11 * 444.05 * 388.17 * * Crit W.S. (ft) * 5377.63 * Flow Area (sq ft) * 29 .59 * 424.11 * 1586.32 * * E.G. Slope (ft/ft) *0 .006514 * Area (sq ft) * 91 .00 * 424.11 * 1586.32 * * Q Total (cfs) *1 3470.00 * Flow (cfs) * 52 .58 * 5321.07 * 8096.35 * * Top Width (ft) * 858.16 * Top Width (ft) * 185 .70 * 74.04 * 598.42 * * Vel Total (ft/s) * 6.60 * Avg. Val. (ft/s) * 1 .78. * 12.55 * 5.10 * * Max Chl Dpth (ft) * 7.50 * Hydr. Depth (ft) * 0 .64 * 5.73 * 2.65 * * Conv. Total (cfs) *1 66895.0 * Conv. (cfs) * 65 1.5 * 65928.7 *1 00314.8 * * Length Wtd. (ft) * 422.45 * Wetted Per. (ft) * 46 .42 * 76.28 * 598.55 * * Min Ch El (ft) * 5370.13 * Shear (lb/sq ft) * 0 .26 * 2.26 * 1.08 * * Alpha * 1.79 * Stream Power (lb/ft s) * 0 .46 * 28.37 * 5.50 * * Frctn Loss (ft) * 2.37 * Cum Volume (acre-ft) * 4 .07 * 19.19 * 25.25 * * C & E Loss (ft) * 0.06 * Cum SA (acres) * 3 .43 * 3.30 * 11.61 * Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: Divided flow computed for this cross-section. Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Warning: During the standard step iterations, when the assumed water surface was set equal to critical there depth, the calculated water surface came back below critical depth. This indicates that is not a valid subcritical answer. The program defaulted to critical depth. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 56759 INPUT Description: CROSS SECTION 56759 Station Elevation Data num= 52 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5377.07 17.88 5378.59 75.32 5378.84 99.51 5378.16 195.15 5377.57 263.54 5378.59 309.14 5375.91 343.35 5376.56 351.42 5374.27 359.34 5377.32 388.14 5376 481.85 5376.18 526.06 5374.74 569.77 5374.4 640.36 5374.9 667.94 5373.63 712.41 5374.9 725.47 5373.51 757.72 5373.64 777.85 5374.51 829.26 5374.58 861.82 5375.36 890.06 5373.58 908.59 5366.29 924.4 5366.29 934.37 5368.84 965.17 5369.34 985.44 5370.87 995.53 5368.83 1004 5368.33 1021.57 5368.28 1027.51 5367.19 1064.24 5366.29 1072.31 5368.47 1089.33 5369.74 1092.03 5370.64 1151.37 5371.09 1157.6 5372.6 1223 5374.45 1307.82 $374.85 1339.81 5375.67 1362.38 5374.65 1389.85 5376.68 1455.7 5376.49 1485 5377.53 1550.07 5378 1590.62 5380 1610.16 5382 1626.4 5385.62 1641 5386 1658.75 5394.09 1668.07 5394.35 Manning's n Values num= 4 Sta n Val Sta n Val Sta n Val Sta n Val xxxxxxxxxxxxxxxxxxxxxxxxx x+xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 0 .06 861.82 .045 908.59 .03 1064.24 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 908.59 1064.24 307.87 417.5 388.09 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 860.6 5375.33 F 1516 1668.07 5380 F CROSS SECTION OUTPUT Profile #100-YEAR xxxxx xx xxx xx xxxxxxxxxxxxxxxx+xx xxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xx xxxxxxxxxxxxxxxxxxxxx * E.G. Elev (ft) * 5376.11 * Element * Left OB * Channel * Right OB * * Val Head (ft) * 1.78 * Wt. n-Val. * 0.045 * 0.030 * 0.045 * * W.S. Elev (ft) * 5374.33 * Reach Len. (ft) * 307.87 * 417.50 * 388.09 * * Crit W.S. (ft) * 5373.59 * Flow Area (sq ft) * 85.90 * 959.33 * 430.19 * * E.G. Slope (ft/ft) *0 .004883 * Area (sq ft) * 132.84 * 959.33 * 430.19 * * 4 Total (cfs) *1 3470.00 * Flow (cfs) * 384.15 *1 1127.29 * 1958.56 * * Top Width (ft) * 436.61 * Top Width (ft) * 126.45 * 155.65 * 154.51 * * Vel Total (ft/s) * -9.13 * Avg. Val. (ft/s) * 4.47 * 11.60 * 4.55 * * Max Chl Dpth (ft) * 8.04 * Hydr. Depth (ft) * 2.82 * 6.16 * 2.78 * * Conv. Total (cfs) *1 92772.5 * Conv. (cfs) * 5497.6 *1 59245.4 * 28029.4 * * Length Wtd. (ft) * 404.25 * Wetted Per. (ft) * 31.84 * 156.36 * 155.20 * * Min Ch E1 (ft) * 5366.29 * Shear (lb/sq ft) * 0.82 * 1.87 * 0.84 * * Alpha * 1.38 * Stream Power (lb/ft s) * 3.68 * 21.69 * 3.85 * * Frctn Loss (ft) * 2.95 * Cum Volume (acre-ft) * 3.04 * 12.13 * 16.27 * * C & E Loss (ft) * 0.01 * Cum SA (acres) * 2.01 * 2.13 * 8.26 * xxxxxxxxxxxxxxxxxxxxxx xxxxx *xx***xx *xxxxxxxxxxxxxxxxxx xx xxxx xxx xxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxx Warning: Divided flow computed for this cross-section. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 56341 INPUT Description: CROSS SECTION 56341 Station Elevation Data num= 50 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 0 5374.22 14.5 5374.6 69.4 5374.83 96.01 5374.49 157.11 5375 197.38 5374.75 255.27 5375.07 303.02 5374.4 314.9 5372.36 320.97 5374.65 340.09 5374.79 408.52 5374.46 448.36 5375.03 544.62 5374.8 594.9 5373.27 618.9 5373.44 644.56 5372.87 667.81 5371.34 683.89 5371.6 715.66 5370.08 749.46 5370.2 767.25 5369.31 775.96 5363.5 804.28 5363.24 810.54 5366.52 827.67 5366 831.87 5364.36 844.3 5366 907.84 5366.7 1003.21 5367.03 1020.83 5369.1 1057.65 5370.06 1089.13 5370.04 1110.24 5371.14 1150.35 5370.84 1200.36 5371.95 1224.89 5372.11 1336.12 5372.11 1364.76 5372.87 1374.24 5371.6 1403.85 5370.58 1438.32 5371.09 1463.8 5375.97 1483.3 5384.68 1510.57 5384.11 1522.23 5383.05 1547.44 5383.16 1585.37 5385.44 1619.58 5380 1638.66 5379.97 Manning's n Values num= 5 Sta n Val Sta n Val Ste n Val Sta n Val Sta n Val xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xx 0 .06 749.46 .03 804.28 .045 1224.89 .06 1463.8 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 749.46 810.54 446.27 424.35 386.13 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 1364.76 1638.66 5372.87 F CROSS SECTION OUTPUT Profile #100-YEAR * E.G. Elev (ft) * 5373.15 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.93 * Wt. n-Val. * 0.060 * 0.032 * 0.045 * * W.S. Elev (ft) * 5371.22 * Reach Len. (ft) * 446.27 * 424.35 * 386.13 * * Crit W.S. (ft) * 5371.07 * Flow Area (sq ft) * 49.87 * 329.77 * 1087.45 * * E.G. Slope (ft/ft) *0.012070 * Area (sq ft) * 49.87 * 329.77 * 1106.51 * * Q Total (cfs) *13470.00 * Flow (cfs) * 123.28 * 5062.77 * 8283.95 * * Top Width (ft) * 528.99 * Top Width (ft) * 57.55 * 61.08 * 410.37 * * Vel Total (ft/s) * 9.18 * Avg. Vel. (ft/s) * 2.47 * 15.35 * 7.62 * * Max Chl Dpth (ft) * 7.98 * Hydr. Depth (ft) * 0.87 * 5.40 * 3.05 * * Conv. Total (cfs) *122608.3 * Conv. (cfs) * 1122.1 * 46083.0 * 75403.2 * * Length Wtd. (ft) * 409.66 * Wetted Per. (ft) * 57.58 * 63.67 * 357.36 * * Min Ch El (ft) * 5363.24 * Shear (lb/sq ft) * 0.65 * 3.90 * 2.29 * * Alpha * 1.47 * Stream Power (lb/ft s) * 1.61 * 59.92 * 17.47 * * Frctn Loss (ft) * 3.32 * Cum Volume (acre-£t) * 2.40 * 5.96 * 9.42 * * C & E Loss (ft) * 0.29 * Cum SA (acres) * 1.36 * 1.09 * 5.74 * Warning: Divided flow computed for this cross-section. Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Note: Manning's n values were composited to a single value in the main channel. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 55917 INPUT Description: CROSS SECTION 55917 (D/S LIMIT OF REACH 3) Station Elevation Data num-- 52 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5370.37 41.31 5371 90.3 5370 104.2 5370.14 152.65 5369.4 194.49 5370.44 228.05 5370.65 310.01 5372 409.13 5371.6 446.5 5370.93 465.32 5371.21 480.48 5368.3 500.64 5368.82 518.07 5368.42 524.71 5369.31 543.81 5367.32 587.7 5366.9 698.2 5365.25 719.49 5365.43 747.88 5364.74 771.77 5361.24 809.91 5360.95 833.45 5363.21 882.06 5364.74 912.2 5368.81 932.71 5369.82 952.97 5365.25 979.11 5364.47 1008.62 5365.1 1012.67 5365.44 1028.77 5368.81 1107.69 5368.04 1188.11 5367.82 1238.93 5368.28 1293.24 5367.39 1368.42 5366.94 1433.77 5367.04 1468.91 5367.4 1555.81 5367.41 1605.48 5367.96 1631.85 5367.53 1699.11 5367.61 1721.55 5367.98 1616.32 5368 1838.23 5370.51 1859.48 5371.96 1889.77 5372.03 1897.7 5371.77 1910.98 5369.11 1928.5 5369.11 1930.33 5370.2 1954.43 5370 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val ******k*k*****k***+*************k*****k******k*kk*kk******kk******************** 0 .06 524.71 .045 771.77 .03 809.91 .045 1555.81 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 719.49 882.06 21100.78 21817.521417.83 .1 .3 CROSS SECTION OUTPUT Profile #100-YEAR * E.G. Elev (ft) * 5369.54 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.97 * Wt. n-Val. * 0.045 * 0.038 * 0.047 * * W.S. Elev (ft) * 5368.57 * Reach Len. (ft) I * Crit W.S. (ft) * 5368.57 * Flow Area (sq ft) * 417.99 * 893.27 * 1019.70 * E.G. Slope (ft/ft) *0.005812 * Area (sq ft) * 417.99 * 893.27 * 1019.70 * * 4 Total (cfs) *13470.00 * Flow (cfs) * 1779.70 * 8530.49 * 3159.81 * Top Width (ft) * 1255.18 * Top Width (ft) * 207.10 * 162.57 * 885.51 * * Vel Total (ft/s) * 5.78 * Avg. Vel. (ft/s) * 4.26 * 9.55 * 3.10 * * Max Chi Dpth (ft) * 7.62 * Hydr. Depth (ft) * 2.02 * 5.49 * 1.15 * * Conv. Total (cfs) *176684.5 * Conv. (cfs) * 23344.1 *111893.5 * 41446.9 * * Length Wtd. (ft) * * Wetted Per. (ft) * 207.22 * 162.97 * 886.55 * * Min Ch E1 (ft) * 5360.95 * Shear (lb/sq ft) * 0.73 * 1.99 * 0.42 * * Alpha * 1.87 * Stream Power (lb/ft s) * 3.12 * 18.99 * 1.29 * * Frctn Loss (ft) * * Cum Volume (acre-ft) * C 5 E Loss (ft) * * Cum SA (acres) *k*k*#*********#*k**k*##*k********* ********#kkkk#k#**k**x*k#***#**k#*k* k**kk***k** **x#*******#* Warning: Divided flow computed for this cross-section. kkk*****k*k***kkk**k*kk**k*********k*k*kkk**kkk*kkkkk**k*k****k*kkkkk**kkkkkk*kk SUPM7ARY OF MANNING'S N VALUES River:CLEAR CREEK * Reach * River Sta. * nl * n2 * n3 * n4 * n5 * n6 *ABOVE SHERIDAN * 60612 * . 045* .01* .045* .03* .045* *ABOVE SHERIDAN * 60222 * .06* .01* .045* .03* .045* .06* *ABOVE SHERIDAN * 60217 *Bridge * *ABOVE SHERIDAN * 60197 * .08* .01* .05* .03* .05* .06* *ABOVE SHERIDAN * 59964 * .04* .045* .03* .045* .05* *ABOVE SHERIDAN * 59656 * .05* .045* .03* .045* .06* *ABOVE SHERIDAN * 59276 * .06* .045* .03* .045* .06* *ABOVE SHERIDAN * 58933 * . 045* .03* .045* *ABOVE SHERIDAN * 58816 * .06* .045* .03* .045* .06* *ABOVE SHERIDAN * 58431 * .06* .045* .03* .045* *ABOVE SHERIDAN * 57973 * .06* .045* .03* .045* *ABOVE SHERIDAN * 57592 * .06* .045* .03* .045* *ABOVE SHERIDAN * 57243 * .05* .03* .04* *ABOVE SHERIDAN * 57229 *Bridge *ABOVE SHERIDAN * 57203 * .05* .03* .045* *ABOVE SHERIDAN * 56759 * .06* .045* .03* .045* *ABOVE SHERIDAN * 56341 * .06* .03* .045* .06* .08* *ABOVE SHERIDAN * 55917 * .06* .045* .03* .045* .06* ****k***k********#*k# k*k*### k*k**#**** k*#******* SUMMARY OF REACH LENGTHS River: CLEAR CREEK * Reach * River Sta. * Left * Channel * Right *ABOVE SHERIDAN * 60612 * 391. 75* 390.05* 388. 08* *ABOVE SHERIDAN * 60222 * 25 .6* 25.26* 25. 04* *ABOVE SHERIDAN * 60217 *Bridge *ABOVE SHERIDAN * 60197 * 232. 73* 232.99* 227 .5* *ABOVE SHERIDAN * 59964 * 280. 91* 307.74* 343. 47* *ABOVE SHERIDAN * 59656 * 436. 92* 380.11* 310. 32* *ABOVE SHERIDAN * 59276 * 3 45* 343* 3 45* *ABOVE SHERIDAN * 58933 * - 1 14* 117* i ll* *ABOVE SHERIDAN * 58816 * 231. 81* 384.64* 379. 81* *ABOVE SHERIDAN * 58431 * 499. 45* 458.79* 405. 91* *ABOVE SHERIDAN * 57973 * 375. 52* 380.49* 375. 63* *ABOVE SHERIDAN * 57592 * 338 .4* 349.1* 358. 05* *ABOVE SHERIDAN * 57243 * 40. 02* 40.17* 40. 19* *ABOVE SHERIDAN * 57229 *Bridge *ABOVE SHERIDAN * 57203 * 398. 11* 444.05* 388. 17* *ABOVE SHERIDAN * 56759 * 307. 87* 417.5* 388. 09* *ABOVE SHERIDAN * 56341 * 446. 27* 424.35* 386. 13* *ABOVE SHERIDAN * 55917 * 21100. 78* 21817.5* 21417. 83* k***k*#********# k#k***********#***#*** ***k SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: CLEAR CREEK - *k*xx**x*x****xxxxxxxx*xxx*xx*****xkx**xxxxxxxxxxxxxxx* * Reach * River Sta. * Contr. * Expan. ****kxx*xxxxx*xxxxxxx**xxxxx***xxxxxxxxx*x**xx*xxx *xxk* 1 *ABOVE SHERIDAN * 60612 * .1* .3* *ABOVE SHERIDAN * 60222 * .3* .5* *ABOVE SHERIDAN * 60217 *Bridge *ABOVE SHERIDAN * 60197 * .3* .5* *ABOVE SHERIDAN * 59964 * .1* .3* *ABOVE SHERIDAN * 59656 * .1* .3* *ABOVE SHERIDAN * 59276 * .1* .3* *ABOVE SHERIDAN * 58933 * .1* .3* *ABOVE SHERIDAN * 58816 * .1* .3* *ABOVE SHERIDAN * 58431 * .1* .3* *ABOVE SHERIDAN * 57973 * .1* .3* *ABOVE SHERIDAN * 57592 * .1* .3* *ABOVE SHERIDAN * 57243 * .1* .3* *ABOVE SHERIDAN * 57229 *Bridge *ABOVE SHERIDAN * 57203 * .1* .3* *ABOVE SHERIDAN * 56759 * .1* .3* *ABOVE SHERIDAN * 56341 * .1* .3* - *ABOVE SHERIDAN * 55917 * .1* .3* -°<r','.t. "Yeti.. » a, ..i'raSa .~BroNa,.~= ` 696,k"'~ 1 . €iimal, 13470.00 :4h1in cfi4 5391.72 ;WAS;:.., 5404.63 :C6N1"v S.,:. 5404.53 '-der.'„ 540588 £"~i.~bYb»6, 0.002301 . -.~:i 1282 r6Yvtwme: 2519.72 i_T V✓Mm~. »4 143].15 '.fade#CN=! d 0.69 134]0.00 5390.25 54(0.62 5402.31 6404.14 O.M17 &39 3]&9.65 1861.10 0.41 W dg. 134]0.0 6 aol 540228 5402.28 6403.84 0.002148 1212 WI z 839.59 a61 134]0.00 5388.18 5399.14 5399.44 5400.86 0.003182 1364 2271.06 781.0 on 1347090 5388.82 . 5398.91 5386.81 5396.16 0903934 14.18 2630.84 962.36 aso 5^ 1tl Hih 13Q090 5965.2 5393.85 5393.85 5 ..W 0.003834 1229 2&1267 1219.93 an 5§3:19;,re X00-'YEAR'ai?. 134]0.00 5381.00 5391.53 5391.53 539283 0.W3590 13.06 2458.83 821.33 a]5 '18: i 4 13470.00 5381.10 5390.38 Maw 5391.57 0.003804 13A9 2497.80 1006.79 0.78 > $6H3}(+ , pp" Jqz K 13470 W 5378.]1 6387.33 536].33 5386.59 0.04508 13.87 2331.84 n1.61 0.83 ' {5fN°^a7.9]K ~'3u~ q ,`i,7 134]0.00 5374.42 5364.M 5384.29 5385.6 0004551 13.]4 2384.33 81245 0.78 13410-00 mmT 5381.14 5381.14 5382.12 0.004189 1323 2 'm 1026.76 0.81 , F.RIUAl4 '-P¢° i02. ~$vz' ffi0090 5370.% 63]8.58 537730 63]8.14 0.@ 8.62 3696.78 991.72 061 ~x ..3r a n - Bntlga 13d]O90 53]0.13 53]7.83 5377.63 5378.84 0.006514 1255 2040.03 658.16 092 e64SS 4' ibAxPAt6`?aa 1347090 6356.. 6374.33 53]3.59 53]6.11 0904883 11.80 1475A2 436.61 0.62 ae r 00: r 134]0.00 M24 53]1.22 5371.07 Wn.15 0.012070 15.35 1487.6 528.99 1.16 "fi NYFA 13470M 53W.95 53865 5368.5 SE9.64 ao05812 &65 2390.96 E5.18 an HECRAS Plan: E%IS i1NG River: CLEAR CREEK Reach: AB VE SHERIDAN Profile: 100-Y EAR . : -~T7eaGfis. ::Fat'erSta. ~plpftle ,t=G ;51e2 ,SN:S:E1eV • "a`'1j r ~tFGttra6,. "-~`&~Co%. F]2~tr' 3]CH6n41e1a~. 3. AtU hG,,. ~3uP~81'-:. 1&JV~:~F1~IDI~NS ~99i2, '{Lbr Y- 5406.98 5404.63 1.45 0.54 0.28 323629 ]121.21 311260 1437.15 A ~ IP~0. ~ ~ iL t3 N19.~~1' 6404.14 5403.82 0.52 0.07 0.13 30]3.31 57]420 482249 166tA0 _ 'q `8',+g~'rs;L Ste, _`,R",z H+. 640ae4 5402.28 4.36 0.60 0.02 2798.71 nW.30 2937.98 839.59 5400.86 5399.44 1.42 t08 0.05 4929.31 5649A8 2891.61 781.40 e N} r$,'J858 ' " S?><AR c:=;, 5398.16 5396.81 1.26 1.42 0.09 3442.09 4]91.59 5236.32 96238 A ¢ Ik3 5 5394.60 ' 5393.65 0.95 1.28 0.03 2708.22 4]88.82 5%2.96 1219.93 'EIL~7e1'1i , 59933` Oll" ~ 6392.63 5391.53 1.30 0.42 0.03 4681.38 5984.81 2803.81 821.33 r s,H916 y'" 1?✓d: 5381.5] 5390.38 1.18 1.38 0.01 65]1.82 4670.17 2028.02 1006.79 ~ ' 'fi`~a~ ^~T£?R~A 5368.69 5987.33 1.25 1.98 0.02 2121.90 497587 6371.24 771.61 5385.48 5384.28 1.17 1.66 0.06 1040.67 4486.80 7942.53 81145 }4 ffmo i~`HEl fi : 5$.6Cb= , iT i'w" 5382.12 5381.14 0.99 1.17 0.13 2823.53 4073.24 6573.23 1026.26 RJU Ij ' i"i'b3 0(~ ~$-,-p, 637914 5378.58 0.56 0.05 0.0 137.49 4325.90 9008.61 99112 E$4{I 51R'43i i=% 63]8.84 5377.63 1.21 237 0.06 52.58 5321.07 8096.35 858.16 5376.11 53]433 1.76 2.95 0.01 364.15 1112229 1958.56 436.61 53]3.15 53]122 1.93 3.32 0.29 -123.28 5062.77 8283.95 628.98 5389.54 5388.6] 097 1779.70 8530.49 3159.81 1265.18 HEC-RAS Version 4.0.0 March 2008 U.S. Army Corps of Engineers Hydrologic Engineering Center 609 Second Street Davis, California 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 i X X X X X X X X X X X X XXXXXX XXXX X X X X XXXXX xxx xx xxxxxxxxxxxxxxxxxxxxxxxxxxxexxxxxxx.t~xxxxxxxxxxx~+xxxxxxxxxxxxxxx+xxxxxxxxx PROJECT DATA Project Title: PIPPIN FP PERMIT PROPOSED Project File : PROPOSED.prj Run Date and Time: 4/1/2010 5:37:17 PM Project in English units Project Description: CLEAR CREEK FLOOD HAZARD AREA DELINEATION (FHAD) PREPARED BY: HVS ENGINEERING INC., April 2010 PREPARED FOR: MIKE PIPPIN xxxxxxxxxxxxxxxxxxx xx xxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx PLAN DATA Plan Title: PROPOSED Plan File : C:\HVS\Pippin\FRAD\FLOODPLAIN PERMIT\PROPOSED.p06 Geometry Title: PROPOSED Geometry File : C:\HVS\Pippin\FHAD\FLOODPLAIN PERMIT\PROPOSED.g02 Flow Title : CLEAR CREEK FNAD FINAL OPT MODIFIED Flow File : C:\HVS\Pippin\FHAD\FLOODPLAIN PERMIT\PROPOSED.f02 Plan Summary Information: Number of: Cross Sections = 16 Multiple Openings = 0 Culverts = 0 Inline Structures = 0 Bridges = 2 Lateral Structures = 0 Computational Information Water surface calculation tolerance = 0.01 Critical depth calculation tolerance = 0.01 Maximum number of iterations = 40 Maximum difference tolerance = 0.3 Flow tolerance factor = 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: Subcritical Flow xxxxxxxx+xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx FLOW DATA Flow Title: CLEAR CREEK FRAD FINAL OPT MODIFIED Flow File : C:\HVS\Pippin\FHAD\FLOODPLAIN PERMIT\PROPOSED.f02 Flow Data (cfs) * River Reach RS * 100-YEAR * * CLEAR CREEK ABOVE SHERIDAN 60612 * 13470 * Boundary Conditions k**#*******#**#*****k##*******k#************x*k**********xx***#*********#*kk*****k*****#*#******k### *k*# * River Reach Profile * Upstream Downstream k * CLEAR CREEK ABOVE SHERIDAN 100-YEAR * Known WS = 5263.38 **#**#***#*##*****k**k**********#********k**k##k*********kk**************xk***#*********#*#*#**k**k* *k*# Inline Structure Gate Openings River = CLEAR CREEK Reach = ABOVE SHERIDAN RS = 88145 Gate = Gate #1 # Open Open Ht k*##*********#** 3 2 GEOMETRY DATA Geometry Title: PROPOSED Geometry File : C:\HVS\Pippin\FHAD\FLOODPLAIN PERMIT\PROPOSED.g02 CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 60612 INPUT Description: CROSS SECTION 60612 i Station Elevation Data num= 49 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5406.19 36.09 5406.02 64.57 5406.05 68.43 5406.73 84.22 5407.39 89.97 5407.39 99.66 5407.06 113.94 5406.22 117.56 5405.6 131.73 5406.78 I. 159.34 5404.49 164.37 5403.6 838.43 5403.12 884.37 5402.63 918.76 5402.14 986.03 5401.78 1000.41 5401.88 1008.31 5401.07 1025.2 5400.96 1040.37 5400.25 1052.38 5398.9 1066.64 5396.03 1078.03 5396.27 1084.64 5395.54 1091.17 5391.72 1134.66 5391.98 1144.08 5400.79 1150.41 5401.42 1186.28 5401.63 1206.49 5401.41 i 1260.82 5401.56 1298.46 5401.28 1310.84 5401.69 1333.44 5401.65 1371.77 5401.36 1- 1393.7 5401.4 1422.49 5402 1432.59 5402.4 1505.37 5403.98 1520.02 5404 1563.6 5404.73 1602.49 5403.55 1611.24 5403.56 1627.65 5408 1632.93 5410 1659.93 5427.73 1691.47 5445.89 1728.7 5448.14 1769.3 5447.8 Manning's n Values num= 5 Sta n Val Ste n Val Sta. n Val Sta n Val Sta n Val 0 .045 164.37 .01 838.43 .045 1091.17 .03 1134.66 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1091.17 1134.66 391.75 390.05 388.08 .1 .3 Ineffective Flow num= 1 Sta. L Sta R Elev Permanent 0 838.43 5406 F CROSS SECTION OUTPUT Profile #100-YEAR *#****k***********##******k**#********************kx**#**********k***#**************#****k***** * E.G. Elev (ft) * 5405.98 * Element * Left OB * Channel * Right OB * Vel Head (ft) * 1.45 * Wt. n-Val. * 0.045 * 0.030 * 0.045 * W.S. Elev (ft) * 5404. 53 * Reach Len. (ft) * 391.75 * 390.05 * 388.08 * * Crit W.S. (ft) * 5404. 53 * Flow Area (sq ft) * 887.79 * 551.33 * 1080.61 * * E.G. Slope (ft/ft) *0 .0023 01 * Area (sq ft) * 1677.01 * 551.33 * 1080.61 * * 4 Total (cfs) *1 3470. 00 * Flow (cfs) * 3236.29 * 7121.21 * 3112.50 * i * Top Width (ft) * 1437. 15- * Top Width (ft) * 932.28 * 43.49 * 461.38 * * Vel Total (£t/s) * 5. 35 * Avg. Vel. (ft/s) * 3.65 * 12.92 * 2.88 * * Max Chl Dpth (ft) * 12. 81 * Hydr. Depth (ft) * 3.51 * 12.68 * 2.34 * * Conv. Total (cfs) -2 80832 .3 * Conv. (cfs) * 67472.5 *148468.0 * 64891.7 * * Length Wtd. (ft) * 389. 88 * Wetted Per. (ft) * 254.25 * 43.49 * 465.08 * - * Min Ch El (ft) * 5391. 72 * Shear (lb/sq ft) * 0.50 * 1.82 * 0.33 * * Alpha * 3. 27 * Stream Power (lb/ft s) * 1.83 * 23.52 * 0.96 * * Frctn Loss (ft) * - 0. 54 * Cum Volume (acre-ft) * 66.94 * 51.28 * 133.05 * * C 6 E Loss (ft) * 0. 28 * Cum SA (acres) * 34.12 * 6.66 * 53.51 * Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: Divided flow computed for this cross-section. Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates that there is not a valid subcritical answer. The program defaulted to critical depth. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 60222 INPUT Description: CROSS SECTION 60222 - U/S PEDESTRIAN BRIDGE Station Elevation Data num= 49 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5403.49 48.19 5403.49 74.39 5403.75 81.31 5403.25 110.2 5403.65 135.93 5404.29 151.12 5404.29 183.1 5404.71 191.13 5405.15 252.91 5405.2 287.01 5403.85 288.99 5402.14 296.21 5403.36 319.78 5403.6 1006.32 5403.6 1008.4 5403.97 1035.97 5403.61 1051.05.5400.31 1108.77 5399.08 1152.18 5398.54 1199.07 5398.47 1230.95 5398.87 1254.03 5399.58 1269.74 5391.96 1271.7 5390.25 1323.71 5390.52 1327.15 5399.33 1357.02 5399.08 1450.64 5397.62 1491.56 5399.36 1522.64 5399.48 1533.94 5400 1560.9 5400.24 1613.97 5401.18 1631.91 5401.13 1652.74 5400.66 1668.31 5400.94 1688.63 5400.37 1717.51 5400.55 1738.38 5400.41 1783.64 5401.19 1797.94 5400.79 1845.23 5401.67 1880.73 5401.98 1885.22 5404 1941.04 5440 1952.95 5448.07 1962.53 5449.38 1981.28 5450.46 Manning's n Values num= 6 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 319.78 .01 1006.32 .045 1271.7 .03 1323.71 .045 1880.73 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1271.7 1323.71 25.6 25.26 25.04 .3 .5 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 1008.4 5403.97 F- CROSS SECTION OUTPUT Profile #100-YEAR +*+******.r**,r**:+:*:+x*****+****r:-:t+,.t.t***,r*:*x*x***x*x+x***:t.r++****+******************i:x******* * E_G. Elev (ft) * 5404.14 * Element * Left OB * Channel * Right OB * Vel Head (ft) * 0.52 * wt. n-Val. * 0.045 * 0.030 * 0.045 * W.S. Elev (ft) * 5403.62 * Reach Len. (ft) * 5.00 * 5.00 * 5.00 * Crit W.S. (ft) * 5402.31 * Flow Area (sq ft) * 1106.99 * 688.28 * 1994.39 * E.G. Slope (ft/ft) *0.000917 * Area (sq ft) * 1143.40 * 688.28 * 1994.39 * Q Total (cfs) *13470.00 * Flow (cfs) * 3073.31 * 5774.20 * 4622'.49 * Top Width (ft) * 1661.10 * Top Width (ft) * 1048.43 * 52.01 * 560.66 * * vel Total (ft/s) * 3.55 * Avg. Vel. (ft/s) * 2.78 * 8.39 * 2.32 * * Max Chl Dpth (ft) * 13.37 * Hydr. Depth (ft) * 4.68 * 13.23 * 3.56 * * Conv. Total (cfs) *444936.8 * Conv. (cfs) *101516.6 *190731.6 *1 52688.7 * - * Length Wtd. (ft) * 5.QO * Wetted Per. (ft) * 239.18 * 52.01 * 567.14 * Min Ch El (ft) * 5390.25 * Shear (lb/sq ft) * 0.26 * 0.76 * 0.20 * Alpha * 2.67 * Stream Power (lb/ft s) * 0.74 * 6.35 * 0.47 * Fretn Loss (ft) * 0.01 * Cum Volume (acre-ft) * 54.26 * 45.73 * 119.35 * C 5 E Loss (ft) * 0.13 * Cum SA (acres) * 25.22 * 6.24 * 48.96 Warning: Divided flow computed for this cross-section. Warning: The cross-section end points had to be extended vertically for the computed water surface. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. BRIDGE RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 60217 INPUT Description: PEDESTRIAN BRIDGE 602+17 Distance from Upstream XS = 5 Deck/Roadway Width = 9 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 5 Sta Hi Cord Lo Cord Ste Hi Cord Lo Cord Ste Hi Cord Lo Cord 1252 5400.35 1252 5404.85 5399.1 1295 5406.54 5400.79 1338 5404.9 5399.15 1338 5400.4 Upstream Bridge Cross Section Data Station Elevation Data num= 49 Ste Elev Sta Elev Ste Elev Sta Elev Sta Elev 0 5403.49 48.19 5403.49 74.39 5403.75 81.31 5403.25 110.2 5403.65 135.93 5404.29 151.12 5404.29 183.1 5404.71 191.13 5405.15 252.91 5405.2 287.01 5403.85 288.99 5402.14 296.21 5403.36 319.78 5403.6 1006.32 5403.6 1008.4 5403.97 1035.97 5403.61 1051.05 5400.31 1108.77 5399.08 1152.18 5398.54 1199.07 5398.47 1230.95 5398.87 1254.03 5399.58 1269.74 5391.96 1271.7 5390.25 1323.71 5390.52 1327.15 5399.33 1357.02 5399.08 1450.64 5397.62 1491.56 5399.36 1522.64 5399.48 1533.94 5400 1560.9 5400.24 1613.97 5401.18 1631.91 5401.13 1652.74 5400.66 1668.31 5400.94 1688.63 5400.37 1717.51 5400.55 1738.38 5400.41 1783.64 5401.19 1797.94 5400.79 1845.23 5401.67 1880.73 5401.98 1885.22 5404 1941.04 5440 1952.95 5448.07 1962.53 5449.38 1981.28 5450.46 Manning-s n Values num= 6 Sta n Val Sta n Val Sta n Val Ste n Val Sta n Val 0 .06 319.78 .01 1006.32 .045 1271.7 .03 1323.71 .045 1880.73 .06 Bank Sta: Left Right Coeff Contr. Expan. 1271.7 1323.71 .3 .5 Ineffective Flow num= 1 Sta L Ste R Elev Permanent 0 1008.4 5403.97 F Downstream Deck/Roadway Coordinates nam= 7 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1237.2 5398.6 1251 5400.35 1251 5404.85 5399.1 1295 5406.54 5400.79 1337 5404.9 5399.15 1337 5400.4 1353.19 5398.98 Downstream Bridge Cross Section Data Station Elevation Data num= 46 i. Sta Elev Sta Elev Sta Elev Ste Elev Sta Elev 0 5403.09 84.49 5403.03 120.43 5403.96 177.52 5403.66 182.62 5403.87 222.4 5403.75 254.39 5404.61 287.01 5403.61 1004.78 5403.59 1005.59 5404.09 1034.04 5403.85 1049.91 5400.55 1065.44 5400 1098.55 5399.3 1125.51 5398.56 1211.29 5398.52 1225.84 5397.87 1237.2 5398.6 1255.53 5396.71 1266.25 5392.61 1270.15 5390.01 1322.7 5390.27 1324.58 5399.33 1339.98 5398.76 1353.19 5398.98 1431.67 5397.62 1482.05 5399.99 1534.53 5400 1551.38 5400.44 1615.72 5401.09 1646.14 5400.57 1671.41 5401.03 1684-11 5400.08 1721.36 5400.23 1734.66 5400.05 1782.27 5400.79 1818.72 5400.79 1855.03 5401.38 1866.45 5402 1880.57 5402.08 1886.56 5404 1921.53 5426.91 1954.05 5448 1955.9 5448.83 1966.04 5450 1981.97 5450.9 Manning's n Values num= 6 Sta n Val Sta n Val Ste n Val Sta n Val Sta n Val xx*##**xxx**#**#***x*******x****#*x**x****xx*************xx#x#x xxxx#x*x****#**** 0 .08 287.01 .01 1004.78 .05 1270.15 .03 1322.7 .05 1886.56 .06 .I Bank Sta: Left Right Coeff Contr. Expan. 1270.15 1322.7 .3 .5 Ineffective Flow num= 1 Ste L Ste R Elev Permanent 0 1005.59 5404.09 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = 5397.62 Energy head used in spillway design Spillway height used in design = Weir crest shape = Broad Crested 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: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 60197 INPUT Description: CROSS SECTION 60197 - D/S PEDESTRIAN BRIDGE Station Elevation Data num= 46 Sta Elev Ste Elev Sta Elev Ste Elev Sta Elev 0 5403.09 84.49 5403.03 120.43 5403.96 177.52 5403.66 182.62 5403.87 222.4 5403.75 254.39 5404.61 287.01 5403.61 1004.78 5403.59 1005.59 5404.09 1034.04 5403.85 1049.91 5400.55 1065.44 5400 1098.55 5399.3 1125.51 5398.56 1211.29 5398.52 1225.84 5397.87 1237.2 5398.6 1255.53 5396.71 1266.25 5392.61 1270.15 5390.01 1322.7 5390.27 1324.58 5399.33 1339.98 5396.76 1353.19 5398.98 1431.67 5397.62 1482.05 5399.99 1534.53 5400 1551.38 5400.44 1615.72 5401.09 1646.14 5400.57 1671.41 5401.03 1684.11 5400.08 1721.36 5400.23 1734.66 5400.05 1782.27 5400.79 1818.72 5400.79 1855.03 5401.38 1866.45 5402 1880.57 5402.08 1886.56 5404 1921.53 5426.91 1954.05 5448 1955.9 5448.83 1966.04 5450 1981.97 5450.9 Manning's n Values num= 6 Sta n Val Sta n Val Sta n Val Sta. n Val Sta n Val xxxxxxxxxxxx xxxx++xxxxxxxxx*+xx*xxxxxx***.x xxxxxx*xxxxxxxxxxxx**xx*+xxxxxxx *xxxxx 0 .08 287.01 .01 1004.78 .05"1270.15 .03 1322.7 .05 1886.56 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1270.15 1322.7 232.73 232.99 227.5 .3 .5 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 1005.59 5404.09 F CROSS SECTION OUTPUT Profile #100-YEAR **x+xxxxxxxxxxxxxxx++xxxxxxxx*x**+x+xxxxx**xx xx xxxxxxxxxxx+x+xxxxxx*xxxxxxxxx xx*xx**xx++xxxxx*x * E.G. Elev (ft) * 5403.64 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.36 * Wt. n-Val. * 0.050 * 0.030 * 0.050 * * W.S. Elev (ft) * 5402.28 * Reach Len. (ft) * 232.73 * 232.99 * 227.50 * Crit W.S. (ft) * 5402.28 * Flow Area (sq ft) * 850.69 * 637.85 * 1254.73 * E.G. Slope (ft/ft) *0.002148 * Area (sq ft) * 850.69 * 637.85 * 1254.73 * 4 Total (cfs) *13470.00 * Flow (cfs) * 2798.71 * 7733.30 * 2937.98 * Top Width (ft) * 839.59 * Top Width (£t) * 228.55 * 52.55 * 558.49 * Vel Total (ft/s) * 4.91 * Avg. Vel. (ft/s) * 3.29 * 12.12 * 2.34 * Max Chl Dpth (ft) * 12.27 * Hydr. Depth (ft) * 3.72 * 12.14 * 2.25 * * Conv. Total (cfs) - *290638.7 * Conv. (cfs) * 60387.1 *166859.4 * 63392.1. * * Length Wtd. (ft) * 231.73 * Wetted Per. (ft) * 230.43 * 52.55 * 566.05 * * Min Ch El (ft) * 5390.01 * Shear (lb/sq ft) * 0.50 * 1.63 * 0.30 * * Alpha * 3.64 * Stream Power (lb/ft s) * 1.63 * 19.73 * 0.70 * Preto Loss (ft) * 0.60 * Cum Volume (acre-ft) * 53.61 * 45.40 * 118.30 * C 5 E Loss (ft) * 0.02 * Cum SA (acres) * 24.71 * 6.23 * 48.64 xx*xxxxxxxx+xxxxxxx*x* x*+++xxxxxxxx xx+xxxxxxx*xxx+*xxxxx*xxx x+ +xxxxxxxx xxxxxx*++xx+x xxxxxxx*x xx Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates that there is not a valid subcritical answer. The program defaulted to critical depth. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 59964 INPUT Description: CROSS SECTION 59964 Station Elevation Data num= 50 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5401.64 - 26.6 5402.08 56.22 5401.66 79.69 5402.77 130.5 5403.4 167.24 5403.27 243.38 5403.5 261.61 5403.18 299.11 5403.29 313.06 5403.87 398.06 5404.1 459.53 5403.85 511.6 5404.09 773.13 5404.04 899.8 5404.07 930.07 5404.73 985.78 5402.27 1016.7 5401.58 1035.89 5396.99 1059.46 5396.22 1111.24 5396.33 1142.86 5395.75 1163.95 5393.19 1208.29 5394.93 1217.73 5395.38 1226.39 5392.71 1247.42 5393.14 1255.91 5388.18 1292.77 5388.55 1297.66 5392.93 1316.16 5392.43 1328.84 5394.95 1353.84 5396.38 1375.05 5396.78 1489.25 5397.71 1498.4 5398.13 1531.62 5398 1570.66 5398.93 1605.25 5398.6 1709.02 5399.13 I 1758.74 5399.1 1801.68 5398.64 1814.89 5400.61 1855.91 5420.47 1901.79 5446.01 1906.96 5448 1921.16 5449.48 1926.35 5450.96 1975.46 5452.1 2005.06 5452.15 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .04 1035.89 .045 1255.91 .03 1292.77 .045 1353.84 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1255.91 1292.77 280.91 307.74 343.47 .1 .3 CROSS SECTION OUTPUT Profile #100- YEAR * E.G. Elev (ft) * 5400.86 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.42 * Wt. n-Val. * 0.045 * 0.030 * 0.047 * * W.S. Elev (ft) * 5399.44 * Reach Len. (ft) * 280.91 * 307.74 * 343.47 * * Crit W.S. (ft) * 5399.44 * Flow Area (sq ft) * 992.93 * 408.24 * 869.89 * * E.G. Slope (ft/ft) *0.003162 * Area (sq ft) * 992.93 * 408.24 * 869.89 * * q Total (cfs) *13470.00 * Flow (cfs) * 4929.31 * 5649.08 * 2891.61 * * Top Width (ft) * 781.40 * Top Width (ft) * 230.26 * 36.86 * 514.28 * * Vel Total (ft/s) * 5.93 * Avg. Vol. (ft/s) * 4.96 * 13.84 * 3.32 * * Max Chl Dpth (ft) * 11.26 * Hydr. Depth (ft) * 4.31 * 11.08 * 1.69 * j * Conv. Total (cfs) *239555.4 * Conv. (cfs) * 87664.7 *100465.3 * 51425.4 * * Length Wtd. (ft) * 310.18 * Wetted Per. (ft) * 232.52 * 36.86 * 516.34 * * Min Ch El (ft) * 5388.18 * Shear (lb/sq ft) * 0.84 * 2.19 * 0.33 * * Alpha * 2.61 * Stream Power (lb/ft s) * 4.18 * 30.25 * 1.11 * * Frctn Loss (ft) * 1.09 * Cum Volume (acre-ft) * 48.69 * 42.60 * 112.75 * * C & E Loss (ft) * 0.05 * Cum SA (acres) * 23.49 * 5.99 * 45.84 * **********x***************x***************************************xxx**x******x*****x********** Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Warning: During the standard step iterations, when the assumed water surface was set equal to critical there depth, the calculated water surface came back below critical depth. This indicates that is not a valid suberitical answer The program defaulted to critical depth. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 59656 INPUT Description: CROSS SECTION 59656 Station Elevation Data num= 57 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5399.65 21.86 5399.1 59.56 5399.51 197.93 5399.59 240.27 5399.86 250.35 5399.47 303.11 5399.46 351.27 5398.61 413.6 5398.61 514 5397.81 521.27 5398 607.67 5397.31 666.81 5397.3 786 5396.31 875.07 5395.81 973.49 5394.66 997.27 5392.87 1015.18 5390.24 1043.51 5391.98 1048.34 5392 1073.72 5394.3 1083.6 5394.02 1093.04 5393.22 1106.05 5393.2 1124.71 5388.75 1127.14 5387.05 1147.54 5386.82 1161.68 5388 1169.1 5388.92 1178.54 5392.35 1178.75 5393.36 1202.82 5393.94 1214.5 5393.96 1252.78 5393.65 1272.29 5394.02 1287.48 5394.68 1310.1 5392.71 1336.03 5394.68 1384.56 5394.68 1447.11 5393.86 1513.56 5393.92 1536.58 5395.67 1559.64 5394 1584.1 5394.38 1619.78 5395.85 1656.41 5396.7 1665.61 5396.2 1694.39 5398.03 1734.63 5401.84 1773.88 5415.34 1783.82 5416.73 1800.59 5426 1823.74 5436 1843.48 5446.02 1850.83 5447.28 1916.51 5448.3 1941.73 5447.66 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val ****x*********************************************x***************************** 0 .05 197.93 .045 1127.14 .03 1161.68 .045 1734.63 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1127.14 1161.68 436.92 380.11 310.32 .1 .3 CROSS SECTION OUTPUT Profile #100-YEAR . * E.G. Elev (ft) * 5398.16 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.26 * Wt. n-Val. * 0.045 * 0.030 * 0.045 * * W.S. Elev (ft) * 5396.91 * Reach Len. (ft) * 436.92 * 380.11 * 310.32 * * Crit W.S. (ft) * 5396.91 * Flow Area (sq ft) * 953.46 * 337.66 * 1339.82 * * E.G. Slope (ft/ft) *0.003934 * Area (sq ft) * 953.46 * 337.66 * 1339.82 * * Q Total (cfs) *13470.00 * Flow (cfs) * 3442.09 * 4791.59 * 5236.32 * * Top Width (ft) * 962.38 * Top Width (ft) * 412.82 * 34.54 * 515.02 * * Vel Total (ft/s) * 5.12 * Avg. Vel. (£t/s) * 3.61 * 14.19 * 3.91 * * Max Chl Dpth (ft) * 10.09 * Hydr. Depth (ft) * 2.31 * 9.78 * 2.60 * * Conv. Total (cfs) *214747.7 * Conv. (cfs) * 54876.1 * 76390.6 * 83480.9 * * Length Wtd. (ft) * 363.99 * Wetted Per. (ft) * 414.34 * 34.59 * 516.90 * Min Ch E1 (ft) * 5386.82 * Shear (lb/sq ft) * 0.57 * 2.40 * 0.64 * * Alpha * 3.09 * Stream Power (lb/ft s) * 2.04 * 34.02 * 2.49 * * Frctn Loss (ft) * 1.42 * Cum Volume (acre-ft) * 42.41 * 39.97 * 104.04 * * C s E Loss (ft) * 0.09 * Cum SA (acres) * 21.41 * 5.74 * 41.78 * Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates that there is not a valid subcritical answer. The program defaulted to critical depth. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 59276 INPUT Description: CROSS SECTION 59276 Station Elevation Data num= 50 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5396.41 26.36 5395.95 95.23 5396.13 100.11 5395.02 121.16 5397.62 158.37 5399.3 177.2 5398.36 250.29 5398.15 309.25 5398.76 354.14 5399.16 414.57 5400.09 443.61 5395.67 474.42 5393.17 543.61 5392.75 653.45 5391.6 708.99 5392 781.68 5391.95 808.6 5391.21 866.1 5392.46 887.98 5390.83 920.93 5391.06 940.35 5390.33 959.92 5390.89 969.28 5385.81 1006.53 5385.42 1018.04 5386.48 1022.8 5387.91 1036.04 5388.82 1071.93 5389.14 1105.41 5391.88 1117.61 5389.42 1126.74 5391.9 1185.64 5390.8 1251.33 5390.93 1300.01 5391.47 1320.25 5392.92 1353.41 5390.22 1417.75 5391.81 1451.23 5392.34 1536.2 5390.73 1541.48 5391.72 1607.17 5391.47 1651.66 5392.47 1704.34 5394.16 1740.04 5398 1769.6 5410.03 1790.67 5420 1800.38 5426.06 1820.05 5434.97 1842.58 5436.23 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 443.61 .045 969.28 .03 1018.04 .045 1740.04 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 969.28 1018.04 345 343 345 .1 .3 CROSS SECTION OUTPUT Profile #100-YEAR * E.G. Elev (ft) * 5394.60 * Element * Left OB * Channel * Right OB * * Vel Head (ft). * 0.95 * Wt. n-Val. * 0.045 * 0.030 * 0.045 * * W.S. Elev (ft) * 5393.65 * Reach Len. (ft) * 345.00 * 343.00 * 345.00 * * Crit W.S. (ft) * 5393.65 * Flow Area (sq ft) * 895.18 * 387.93 * 1619.56 * * E.G. Slope (ft/ft) *0.003884 * Area (sq f t) * 895.18 * 387.93 * 1619.56 * * Q Total (cfs) *13470.00 * Flow (cfs) * 2708.22 * 4768.82 * 5992.96 * * Top Width (ft) * 1219.93 * Top Width (ft) * 500.78 * 48.76 * 670.39 * * Vel Total (ft/s) * 4.64 * Avg. Vel. (ft/s) * 3.03 * 12.29 * 3.70 * * Max Chl Dpth (ft) * 8.23 * Hydr. Dept h (ft) * 1.79 * 7.96 * 2.42 * * Conv. Total (cfs) *216140 .5 * Conv. (cfs) * 43456.3 * 76520.8 * 96163.4 * * Length Wtd . (ft) * 344. 20 * Wetted Per. (ft) * 502.20 * 48.81 * 671.66 * * Min Ch El (ft) * 5385. 42 * Shear (lb/sq ft) * 0.43 * 1.93 * 0.58 * * Alpha * 2. 85 * Stream Power (lb/ft s) * 1.31 * 23.69 * 2.16 * j. * Frctn Loss (ft) * 1. 30 * Cum Volume (acre-ft) * 33.14 * 36.80 * 93.49 * C & E Loss (ft) * 0. 04 * Cum SA (acres) * 16.83 * 5.37 * 37.56 * kk**#k*##*** #####*#**k kk*kkk*kkk k** kkkkk*kkkkkk kk kkkkkkk*kkk kk##k#*###* ##k#kkkk#** k*#k#*k*### *k 'r Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Warning: During the standard step iterations, when the assumed water surface was set equal to critical 'k depth, the calculated water surface came back below critical depth. This indicates that there is not a valid subcritical answer. The program defaulted to critical depth. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RE: 58933 INPUT Description: CROSS SECTION 58933 Station Elevation Data num= 31 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5392.61 9.36 5392 47.95 5391 58.08 5390.92 94 5390.73 j 101 5392 125.66 5391 129 5390.3 149.5 5390 169 5389 185 5389 201.5 5388 203.8 5386 213 5386 215 5388 397 5388 446 5386 450 5384 454 5382 465.5 5381 481 5382 499 5384 503.5 5386 507.5 5388 516.5 5390 528 5390 534 5388 538 5388 797 5390 865 5392 875 5394 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val t******xxx***x**xx*x*x*x**k***x***x*xxxxxxxxxxxx 0 .045 450 .03 499 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 450 499 114 117 111 .1 .3 CROSS SECTION OUTPUT Profile #100-YEAR ++++++++++++++++++++++++++++x+x++*++x##*+#x#x+x#+#x:t#kk+x+x++kkkk##+**#*++#++++++++++*++++++#++ * E.G. Elev (ft) * 5392.76 * Element * Left OB * Channel * Right OB * * Val Head (ft) * 1.32 * Wt. n-Val. * 0.045 * 0.030 * 0.045 * * W.S. Elev (ft) * 5391.44 * Reach Len. (ft) * 114.00 * 117.00 * 111.00 * * Crit W.S. (ft) * 5391.44 * Flow Area (sq ft) * 1128.24 * 454.15 * 781.53 * * E.G. Slope (ft/ft) *0.003661 * Area (sq ft) * 1128.24 * 454.15 * 781.53 * * 4 Total (cfs) *13470.00 * Flow (cfs) * 4842.14 * 5952.52 * 2675.34 * * Top Width (ft) * 798.29 * Top Width (ft) * 402.26 * 49.00 * 347.02 * * Val Total (ft/s) * 5.70 * Avg. Vol. (ft/s) * 4.29 * 13.11 * 3.42 * * Max Chi Dpth (ft) * 10.44 * Hydr. Depth (ft) * 2.80 * 9.27 * 2.25 * * Conv. Total (cfs) *222611.9 * Conv. (cfs) * 80023.6 * 98374.2 * 44214.1 * * Length Wtd. (ft) * 114.68 * Wetted Per. (ft) * 404.56 * 49.66 * 348.49 * * Min Ch El (ft) * 5381.00 * Shear (lb/sq ft) * 0.64 * 2.09 * 0.51 * * Alpha * 2.61 * Stream Power (lb/ft s) * 2.74 * 27.40 * 1.75 * * Frctn Loss (ft) * 0.43 * Cum Volume (acre-ft) * 25.13 * 33.49 * 83.99 * * C & E Loss (ft) * 0.04 * Cum SA (acres) * 13.26 * 4.99 * 33.53 xk##*#*******************k*******k *k*k***x**x*k**x**kk**** **k*****k#xkk#xxk#xkk#k# kkx#***x#k*kx Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical dep th for the water surface and continued on with the calculati ons. Warning: Divided flow computed for this cross-section. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indica te the need for addition al cross secti ons. Warning: During the standard step iterations, when the ass umed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates that there is not a valid subcritical answer. The program defaulted to critical depth. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 58816 INPUT Description: CROSS SECTION 58816 Station Elevation Data num= 62 Ste Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5393.45 55.17 5393.45 102.79 5392.19 146.83 5391.69 216.99 5392.04 337.08 5391.92 414.28 5391.06 519 5389.4 522 5390 540 5389.37 549 5390 556 5390.72 581 5390 642 5390.5 678 5390 715 5388.93 794 5389 808 5389.5 815 5389 819 5388 822 5387 828.62 5385.54 831.92 5387.93 885.7 5387.15 906.16 5384.61 909.39 5386.58 947.29 5387.5 984.64 5386.88 1011.68 5387.5 1042.27 5387.27 1049.6 5386.07 1078.21 5386.36 1096.52 5385.95 1104.49 5383.48 1110.75 5384.96 1117.89 5383.45 1138.71 5381.1 1177.6 5381.1 1183.8 5388.42 1196.57 5389.42 1201.75 5389.25 1230.2 5387.32 1236.4 5387.17 1283.3 5387.42 1320.32 5388.01 1333.41 5388.51 1362.18 5387.77 1426.65 5389.23 1506.27 5390.45 1511.65 5394.4 1530.3 5395.62 1543.72 5398 1579.88 5426 1593.58 5429.04 1676 5429.25 1733.87 5431.47 1776.67 5427.95 1783.32 5424.55 1795.33 5424.05 1812.5 5419.85 1814.4 5416.15 1821.62 5416.04 Manning's n Values num= 5 - Sta n Val Sta n Val Sta n Val Ste n Val Sta n Val 0 .06 828.62 .045 1138.71 .03 1177.6 .045 1579.88 .06 Bank Sta: Left Right Lengths: Left channel Right Coeff Contr. Expan. 1138.71 1177.6 231.81 384.64 379.81 .1 .3 CROSS SECTION OUTPUT Profile 0100-YEAR * E.G. Elev (ft) * 5391.57 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.19 * Wt. n-Val. * 0.046 * 0.030 * 0.045 * * W.S. Elev (ft) * 5390.38 * Reach Len. (ft) * 231.81 * 384.64 * 379.81 * * Crit W.S. (ft) * 5390.38 * Flow Area (sq ft) * 1498.38 * 360.97 * 638.45 * * E.G. Slope (ft/ft) *0.003804 * Area. (sq ft) * 1498.38 * 360.97 * 638.45 * * 4 Total (cfs) *13470.00 * Flow (cfs) * 6571.82 * 4870.17 * 2028.02 * * Top Width (ft) * 1006.79 * Top Width (ft) * 643.69 * 38.89 * 324.21 * * Vel Total (ft/s) * 5.39 * Avg. Vel. (ft/s) * 4.39 * 13.49 * 3.18 * * Max Chl Dpth (ft) * 9.28 * Hydr. Depth (ft) * 2.33 * 9.28 * 1.97 * Conv. Total (cfs) *218399.3 * Conv. (cfs) *106553.8 * 78963.7 * 32881.8 * * Length Wtd. (ft) * 333.81 * wetted Per. (ft) * 646.76 * 38.89 * 327.76. * * Min Ch El (ft) * 5381.10 * Shear (lb/sq ft) * 0.55 * 2.20 * 0.46 * * Alpha * 2.64 * Stream Power (lb/ft s) * 2.41 * 29.74 * 1.47 * * Frctn Loss (ft) * 1.38 * Cum volume (acre-ft) * 21.69 * 32.39 * 82.18 * * C 6 E Loss (ft) * 0.01 * Cum SA (acres) * 11.89 * 4.87 * 32.68 * ********************£££££***£****£**********+********£*£*£**k********************************** Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: Divided flow computed for this cross-section. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates that there is not a valid subcritical answer. The program defaulted to critical depth. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 58431 INPUT Description: CROSS SECTION 58431 Station Elevation Data num= 51 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5391.19 214.95 5391.16 359.19 5391.06 468.04 5390.72 477.05 5390.27 531.76 5389.75 580.32 5389.96 596.8 5389.33 699.62 5388.23 714.99 5388.51 725.04 5385.26 738.78 5387.73 760.63 5386.25 796.8 5385.56 818.75 5383.29 863.83 5384.77 900.42 5383.48 914.11 5378.87 928.24 5378.71 940.16 5378.85 957.76 5379.74 971.78 5383.48 1015.9 5383.21 1030.42 5380 1063.14 5382 1068.78 5385.1 1143.05 5386.53 1156.67 5384.62 1176.89 5385.05 1191.6 5382.95 1241.51 5384.01 1364.52 5385.4 1393.36 5386 1447.54 5386.27 1471.2 5386.06 1508.93 5387.83 1550.91 5388 1584.47 5420.79 1588.79 5419.12 1599.45 5419.12 1614.27 5425.65 1649.42 5424.79 1661.95 5427.14 1729.53.5429.26 1747.14 5428 1752.03 5426.68 1779.8 5426 1786.65 5422.27 1808.78 5421.04 1831.89 5413.45 1851.4 5413.18 Manning's n Values num= 4 Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 699.62 .045 914.11 .03. 957.76 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 914.11 957.76 499.45 458.79 405.91 .1 .3 CROSS SECTION OUTPUT Profile #100-YEAR *E.G. Elev (ft) * 5388.59 * Element * Left OB * Channel * Right OB * Vel Head (ft) * 1.25 * Wt. n-Val. * 0.045 * 0.030 * 0.045 * * W.S. Elev (ft) * 5387.33 * Reach Len. (ft) * 499.45 * 458.79 * 405.91 * * Crit W.S. (ft) * 5387.33 * Flow Area (sq ft) * 492.77 * 364.00 * 1475.06 * * E.G. Slope -(ft/ft) *0.004509 * Area (sq ft) * 492.77 * 364.00 * 1475.06 * * Q Total (cfs) *13470.00 * Flow (cfs) - * 2121.90 * 4976.87 * 6371.24 * * Top Width (ft) * 771.51 * Top Width (ft) * 187.34 * 43.65 * 540.51 * * Vel Total. (ft/s) * 5.78 * Avg. Vol. (ft/s) * 4.31 * 13.67 * 4.32 * * Max Chl Dpth (ft) * 8.62 * Hydr. Depth (ft) * 2.63 * 8.34 * 2.73 * Conv. Total (cfs) *200589.4 * Conv. (cfs) * 31598.4 * 74113.4 * 94877.7 * * Length Wtd. (ft) * 435.47 * Wetted Per. (ft) * 188.82 * 43.67 * 542.57 * * Min Ch E1 (ft) * 5378.71 * Shear (lb/sq ft) * 0.73 * 2.35 * 0.77 * * Alpha * 2.42 * Stream Power (lb/ft s) * 3.16 * 32.08 * 3.31 * * Frctn Loss (£t) * 1.99 * Cum Volume (acre-ft) * 16.39 * 29.19 * 72.96 * C & E Loss (ft) * 0.02 * Cum SA (acres) * 9.68 * 4.51 * 28.91 * Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: Divided flow computed for this cross-section. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Warning: During the standard step iterations, when the assumed water surface was set equal to critical there depth, the calculated water surface came back below critical depth. This indicates that is not a valid subcritical answer The program defaulted to critical depth. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 57973 INPUT Description: CROSS SECTION 57973 Station ElevationData num= 56 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5386.64 191.06 5386.63 198.49 5385.98 226.26 5385.63 274.29 5385.6 314.98 5385.74 356.22 5386.6 366.83 5385.84 409.52 5386 483.65 $385.6 498.82 5384.05 534.13 5385.9 626.96 5385.54 657.73 5383.29 675.31 5383.27 706.6 5382.87 722.91 5381.99 745.9 5381.34 762.73 5374.67 786.23 5374.42 796.85 5375.73 804.93 5379.97 853.17 5380.04 890 5378.62 899.46 5380.11 931.4 5378.2 937.99 5380.6 948.68 5381.19 979.56 5380.37 1016.41 5380.5 1032.69 5380.76 1041.87 5382.58 1089.56 5383.08 1098.75 5383.38 1164.95 5382.16 1271.67 5381.83 1342.53 5382.38 1396.16 5382.26 1416.98 5382.71 1460.11 5384.77 1480.4 5390 1508.44 5402.96 1534.12 5414.02 1534.38 5415.11 1553.26 5414.94 1602.78 5412.88 1642.97 5411.65 1672.65 5411.65 1688.37 5410.16 1719.85 5409.68 1784.17 5407.15 1832.57 5406.01 1862.91 5406.15 1891.01 5404.16 1934.12 5403.97 1938.57 5403.28 Manning's n Values Sta n Val Sta 0 .06 675.31 Bank Sta: Left Right 762.73 796.85 num= 4 n Val Sta n Val Sta n Val .045 762.73 .03 786.23 .045 Lengths: Left Channel Right Coeff Contr. Expan 375.52 380.49 375.63 .1 -.3 CROSS SECTION OUTPUT Profile 4100-YEAR * E.G. Elev (ft) * 5385.46 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.17 * Wt. n-Val. * 0.046 * 0.033 * 0.045 * * W.S. Elev (ft) * 5384.28 * Reach Len. (ft) * 375.52 * 380.49 * 375.63 * * Crit W.S. (ft) * 5384.28 * Flow Area (sq ft) * 259.08 * 326.61 * 1798.64 * E.G. Slope (ft/ft) *0 .004651 * Area (sq ft) * 259.08 * 326.61 * 1798.64 * q Total (cfs) -*1 3470.00 * Flow (cfs) * 1040.67 * 4486.80 * 7942.53 * Top Width (ft) * 812.45 * Top Width (ft) * 125.28 * 34.12 * 653.05 * Val Total (ft/s) * 5.65 * Avg. Val. (ft/s) * 4.02 * 13.74 * 4.42 * Max Chl Dpth (ft) * 9.86 * Hydr. Depth (ft) * 2.07 * 9.57 * 2.75 * Conv. Total (cfs) *1 97518.9 * Conv. (cfs) * 15260.0 * 65792.7 *116466.2 * Length Wtd. (ft) * 377.16 * Wetted Per. (ft) * 126.64 * 34.20 * 654.99 * Min Ch El (ft) * 5374.42 * Shear (lb/sq ft) * 0.59 * 2.77 * 0.80 * Alpha * 2.37 * Stream Power (lb/ft s) * 2.39 * 38.09 * 3.52 * Frctn Loss (ft) * 1.66 * Cum Volume (acre-ft) * 12.08 * 25.55 * 57.71 * * C 6 E Loss (ft) * 0.06 * Cum SA (acres) * 7.88 * 4.10 * 23.34 * *******rt*k**********rtrt ******k********rthrt**************h*************************** Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: Divided flow computed for this cross-section. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates that there is not a valid subcritical answer. The program defaulted to critical depth. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 57592 INPUT Description: CROSS SECTION 57592 Station Elevation Data num= 53 Sta Elev Sta Elev Sta - Elev Sta Elev Sta Elev 0 5383.17 71.38 5383.1 84.97 5382.69 225.02 5382.45 245.21 5382.19 366.15 5382.33 395.56 5382.97 407.34 5382.54. 417.1 5382.46 463.2 5382.85 477.15 5382.76 529.31 5381.41 535.65 5380.17 542.6 5380 600.86 5379.31 740.65 5379.51 757.01 5377.49 796.11 5376.46 810.58 5376.94 829.35 5372.85 866.05 $372.65 874.47 5377.01 957.48 5377.48 1007.59 5378.24 1048.97 5377.65 1058.86 5378.31 1088.61 5378.36 1118.86 5377.7 1163.24 5380.13 1209.75 5379.84 1295 5378.81 1350.72 5379.13 1413.15 5378.68 1498.67 5379.33 1526.76 5379.83 1564.88 5381.48 1579.04 5381.65 1599.34 5389.2 1613.31 5393.55 1625.71 5400 1634.03 5402.31 1653.62 5403.38 1709.61 5403.2 1735.44 5397.13 1774.34 5395.65 1782.16 5397.4 1802.82 5397.89 1844.46 5398 1846.28 5396.37 1861.47 5395.83 1896.34 5395.98 1897.98 5395.31 1954.98 5395.27 Manning's n Values num= 4 Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 600.86 .045 829.35 .03 866.05 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 829.35 866.05 338.4 349.1 358.05 .1 .3 CROSS SECTION OUTPUT Profile #100-YEAR * E.G. Elev (ft) * 5382.12 * Element * Left OB * Channel * Right OB * * Val Head (ft) * 0.99 * Wt. n-Val. * 0.046 * 0.030 * 0.045 * * W.S. Elev (ft) * 5381.14 * Reach Len. (ft) * 338.40 * 349.10 * 358.05 * * Crit W.S. (ft) * 5381.14 * Flow Area (sq ft) * 724.77 * 307.81 * 1693.74 * * E.G. Slope (ft/ft) *0.004189 * Area (sq ft) * 724.77 * 307.81 * 1693.74 * * 4 Total (cfs) *13470.00 * Flow (cfs) * 2823.53 * 4073.24 * 6573.23 * * Top Width (ft) * 1026.26 * Top Width (ft) * 298.64 * 36.70 * 690.91 * * Val Total (ft/s) * 4.94 * Avg. Vel. (ft/s) * 3.90 * 13.23 * 3.88 * * Max Chl Dpth (ft) * 8.49 * Hydr. Depth (ft) * 2.43 * 8.39 * 2.45 * * Conv. Total (cfs) *208125.6 * Conv. (cfs) * 43626.5 * 62935.9 *101563.3 * * Length Wtd. (ft) * 353.10 * Wetted Per. (ft) * 299.33 * 36.70 * 692.12 * * Min Ch E1 (ft) * 5372.65 * Shear (lb/sq ft) * 0.63 * 2.19 * 0.64 * * Alpha * 2.60 * Stream Power (lb/ft s) * 2.47 * 29.02 * 2.48 * Frctn Loss (ft) * 1.17 * Cum Volume (acre-ft) * 7.84 * 22.78 * 42.65 * * C 5 E Loss (ft) * 0.13 * Cum SA (acres) * 6.06 * 3.79 * 17.55 Warning: Theenergy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Warning: During the standard step iterations, when the assumed water surface was set equal to critical there depth, the calculated water surface came back below critical depth. This indicates that is not a valid subcritical answer CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 57243 The program defaulted to critical depth. INPUT Description: CROSS SECTION 57243 - U/S PEDESTRIAN BRIDGE Station Elevation Data num= 55 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5379.98 41.74 5378.84 72.83 5379.74 110.15 5379.94 161.27 5379.62 177.94 5380.55 271.31 5379.89 291.07 5380.62 374.18 5379.99 461.13 5380.01 500.05 5378.28 573.26 5377.71 621.25 5378.25 651.96 5379.25 664.75 5379.15 683.34 5378 720.04 5377.89 781.86 5378.1 791.42 5377.23 805.88 5377.23 823.21 5378 833.29 5378 848.68 5370.36 888.86 5370.36 897.09 5374.68 911.59 5375.01 920.6 5375 961.79 5373.87 1093.77 5372.97 1132.39 5373.45 1159.58 5375.98 1213.66 5375.7 1266.15 5376 1305.38 5376.68 1382.4 5375.92 1480.72 5375.98 1507.86 5376.56 1526.61 5378.08 1545.39 5386.72 1580.02 5405.28 1617.52 5406.55 1691.39 5405.02 1703.22 5402.61 1735.34 5398.69 1772.35 5397.52 1783.18 5392 1813.09 5390.06 1862.72 5392 1882.1 5390.64 1895.47 5392.42 1942.29 5390.71 1963.52 5392.21 2022.62 5392.07 2032.55 5389.89 2039.95 5391.88 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 833.29 .03 911.59 .04 Bank Sta: Left Right Lengths: Left Channel Right 833.29 911.59 40.02 40.17 40.19 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 651.96 5379.25 F Coeff Contr. Expan. .1 .3 CROSS SECTION OUTPUT Profile #100-YEAR *x*x***x***x*xxx*xx*******+****+****x*x*x****x***xxx****+********+*****x***xx*x*x*x**x*++***++* * E.G. Elev (ft) * 5379.14 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.56 * Wt. n-Val. * 0.050 * 0.030 * 0.040 * * W.S. Elev (ft) * 5378.58 *-Reach Len. (ft) * 14.00 * 14.00 * 14.00 * * Crit W.S. (ft) * 5377.70 * Flow Area (sq ft) * 112.80 * 501.93 * 2084.06 * * E.G. Slope (ft/ft) *0 .002667 * Area (sq ft) * 186.92 * 501.93 * 2084.06 * * Q Total (cfs) *1 3470.00 * Flow (cfs) * 137.49 * 4325.90 * 9006.61 * * Top Width (ft) * 991.72 * Top Width (ft) * 297.32 * 78.30 * 616.10 * * Vel Total (ft/s) * 4.99 * Avg. Val. (ft/s) * 1.22 * 8.62 * 4.32 * Max Chl Dpth (ft) * 8.22 * Hydr. Depth (ft) * 0.71 * 6.41 * 3.38 * Conv. Total (cfs) *2 60814.7 * Conv. (cfs) * 2662.1 * 83760.9 *174391.7 * Length Wtd. (ft) * 14.00 * Wetted Per. (ft) * 159.38 * 81.16 * 616.44 * Min Ch E1 (ft) * 5370.36 * Shear (lb/sq ft) * 0.12 * 1.03 * 0.56 * Alpha * 1.46 * Stream Power (lb/ft s) * 0.14 * 8.88 * 2.43 * Frctn Loss (ft) * 0.05 * Cum Volume (acre-ft) * 4.30 * 19.54 * 27.13 * C 6 E Loss (ft) * 0.03 * Cum SA (acres) * 3.74 * 3.33 * 12.16 Warning: Divided flow computed for this cross-section. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. BRIDGE RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 57229 INPUT Description: PEDESTRIAN BRIDGE 572+29 Distance from Upstream XS = 14 Deck/Roadway Width = 11 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 5 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 833 5378.22 833 5382.72 5376.97 870 5382.58 5376.83 910 5380.78 5375.03 910 5376.28 Upstream Bridge Cross Section Data Station Elevation Data num= 55 Sta Elev Sta Elev Sta Elev Sta Elev Sta. Elev *****xx*xxxx***xx*********xx**+***x++*+**+x***+********************************* 0 5379.98 41.74 5378.84 72.83 5379.74 110.15 5379.94 161.27 5379.62 177.94 5380.55 271.31 5379.89 291.07 5380.62 374.18 5379.99 461.13 5380.01 500.05 5378.28 573.26 5377.71 621.25 5378.25 651.96 5379.25 664.75 5379.15 683.34 5378 720.04 5377.89 781.86 5378.1 791.42 5377.23 805.88 5377.23 823.21 5378 833.29 5378 848.68 5370.36 888.86 5370.36 897.09 5374.68 911.59 5375.01 920.6 5375 961.79 5373.87 1093.77 5372.97 1132.39 5373.45 1159.58 5375.98 1213.66 5375.7 1266.15 5376 1305.38 5376.88 1382.4 5375.92 1480.72 5375.98 1507.86 5376.56 1526.61 5378.08 1545.39 5386.72 1580.02 5405.28 1617.52 5406.55 1691.39 5405.02 1703.22 5402.61 1735.34 5398.69 1772.35 5397.52 1783.18 5392 1813.09 5390.06 1862.72 5392 1882.1 5390.64 1895.47 5392.42 1942.29 5390.71 1963.52 5392.21 2022.62 5392.07 2032.55 5389.89 2039.95 5391.88 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 833.29 .03 911.59 .04 Bank Sta: Left Right Coeff Contr. Expan. 833.29 911.59 _1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 651.96 5379.25 F Downstream Deck/Roadway Coordinates num= 6 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 824 5378.22 824 5382.72 5376.97 862 5382.58 5376.83 900 5380.78 5375.03 900 5376.28 903.75 5374.14 Downstream Bridge Cross Section Data Station Elevation Data num= 50 Sta Elev Sta Elev Sta Elev Sta Elev Sta. Elev xxxxxxxxxxx xx xxxx**xxxxxxxxxxxxxxxxx**xxxxx*xxx*x xxxxxxkkxxxxxxxxxxxxx*xxx*xxxxx 0 5379.99 17.8 5379.61 113.32 5379.45 168.33 5379.02 263.03 5379.03 342.19 5378.67 423.12 5378.06 550.14 5377.83 659.15 5377.19 693.25 5376.3 694.03 5376.68 726.28 5377.69 777.49 5378.39 789.23 5376.86 817.28 5376.86 829.71 5377.45 847.02 5370.32 883.34 5370.13 890.42 5373.63 903.75 5374.14 931.09 5374 1027.06 5373.14 1094.3 5372.74 1119.59 5373.02 1146.7 5373.86 1183.56 5375.66 1280.51 5375.93 1336.57 5377.24 1362.8 5376.83 1390.81 5376 1421.89 5375.67 1449.8 5375.92 1495.59 5377.07 1513.57 5378.59 1531.55 5386.72 1565.1 5405.78 1612.38 5407.08 1639.53 5406.63 1673.37 5405.02 1712.56 5399.48 1739.29 5397.11 1773.01 5395.49 1783.7 5391.21 1813.37 5390 1825.47 5390.46 1854.27 5390.65 1929.09 5390.4 1945.93 5389.96 2006.38 5390 2039.95 5389.66 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 829.71 .03 903.75 .045 Bank Sta: Left Right Coeff Contr. Expan. 829.71 903.75 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 777 5378.39 F Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = 5372.97 Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Bridge Coefficient Sets = 1 Low Flow Methods and Data Energy Selected Low Flow Methods = Highest Energy Answer 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: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 57203 INPUT Description: CROSS SECTION 57203 Station Elevation Data num= Sta Elev Ste Elev 0 5379.99 17.8 5379.61 342.19 5378.67 423.12 5378.06 694.03 5376.68 726.28 5377.69 829.71 5377.45 847.02 5370.32 931.09 5374 1027.08 5373.14 - D/S PEDESTRIAN BRIDGE 50 Sta Elev Ste Elev ***k***x*****************kk***k 113.32 5379.45 168.33 5379.02 550.14 5377.83 659.15 5377.19 777.49 5378.39 789.23 5376.86 883.34 5370.13 890.42 5373.63 1094.3 5372.74 1119.59 5373.02 Ste Elev kkk*******x***x 263.03 5379.03 693.25 5376.3 817.28 5376.86 903.75 5374.14 1146.7 5373.86 1183.56 5375.66 1280.51 5375.93 1336.57 5377.24 1362.8 5376.83 1390.81 5376 1421.89 5375.67 1449.8 5375.92 1495.59 5377.07 1513.57 5378.59 1531.55 5386.72 1565.1 5405.78 1612.38 5407.08 1639.53 5406.63 1673.37 5405.02 1712.56 5399.48 1739.29 5397.11 1773.01 5395.49 1783.7 5391.21 1813.37 5390 1825.47 5390.46 1854.27 5390.65 1929.09 5390.4 1945.93 5389.96 2006.38 5390 2039.95 5389.66 i Manning's n Values num=. 3 Sta n Val Sta n Val Sta n Val i xxxx xxxxxxxxx++++xxxxxxxxx+xxx+++++xxxxxxx++++*+ 0 .05 829.71 .03 903.75 .045 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 829.71 903.75 398.11 444.05 388.17 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 777 5378.39 F CROSS SECTION OUTPUT Profile #100-YEAR x++xxxxxxxxx++++++x+x+xxxxxxxxxx+++++x+xxx+xxxxx++++++«+ x+++++xx xxxxx«x+ ++++xxxxxxx xx+x+x++x+x+ ' * E.G. Elev (ft) * 5378.84 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.21 * Wt, n-Val. * 0.050 * 0.030 * 0.045 * * W.S. Elev (ft) * 5377.63 * Reach Len. (ft) * 398.11 * 444.05 * 388.17 * * Crit W.S. (ft) * 5377.63 * Flow Area (sq ft) * 29.59 * 424.11 * 1586.32 * E.G. Slope (ft/ft) *0.006514 * Area (sq ft) * 91.00 * 424.11 * 1586.32 * *-Q Total (cfs) *13470.00 * Flow (cfs) * 52.58 * 5321.07 * 8096.35 * * Top Width (ft) * 858.16 * Top Width (ft) * 185.70 * 74.04 * 598.42 * Vel Total (ft/s) * 6.60 * Avg. Vel. (ft/s) * 1.78 * 12.55 * 5.10 * j * Max Chl Dpth (ft) * 7.50 * Hydr. Depth (ft) * 0.64 * 5.73 * 2.65 * * Conv. Total (cfs) *166895.0 * Conv. (cfs) * 651.5 * 65928.7 *100314.8 * * Length Wtd. (ft) * 422.45 * Wetted Per. (ft) * 46.42 * 76.28 * 598.55 * * Min Ch El (ft) * 5370.13 * Shear (lb/sq ft) * 0.26 * 2.26 * 1.08 * * Alpha * 1.79 * Stream Power (lb/f t s) * 0.46 * 28.37 * 5.50 * * Frctn Loss (ft) * 2.37 * Cum Volume (acre-f t) * 4.07 * 19.19 * 25.25 * * C 6 E Loss (ft) * 0.06 * Cum SA (acres) * 3.43 * 3.30 * 11.61 * ++++xxxxxxxx+xxxxxxxx++x+++++++++xxxxxxxxx+++xx+++++++++ ++x++x~x xxxxxx+x +x++*+++x+++xx+xxxxxx+x Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: Divided flow computed for this cross-section. Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates that there is not a valid subcritical answer. The program defaulted to critical depth. Note: Multiple critical' depths were found at this location. The critical depth with the lowest, valid, energy was used. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 56759 INPUT Description: CROSS SECTION 56759 Station Elevation Data num= 52 - Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev +xx+xxx+xxxx+x+xxxx+xxxxxxxxxx+xx++x+++x++++++++x++*++++++x+x*+xxx+xxxxxxxxxxxxx 0 5377.07 17.88 5378.59 75.32 5378.84 99.51 5378.16 195.15 5377.57 263.54 5378.59 309.14 5375.91 343.35 5376.56 351.42 5374.27 359.34 5377.32 388.14 5376 481.85 5376.18 526.06 5374.74 569.77 5374.4 640.36 5374.9 667.94 5373.63 712.41 5374.9 725.47 5373.51 757.72 5373.64 777.85 5374.51 829.26 5374.58 861.82 5375.36 890.06 5373.58 908.59 5366.29 924.4 5366.29 934.37 5368.84 965.17 5369.34 985.44 5370.87 995.53 5368.83 1004 5368.33 1021.57 5368.28 1027.51 5367.19 1064.24 5366.29 1072.31 5368.47 1089.33 5369.74 1092.03 5370.64 1151.37 5371.09 1157.6 5372.6 1223 5374.45 1307.82 5374.85 1339.81 5375.67 1362.38 5374.65 1389.85 5376.68 1455.7 5376.49 1485 5377.53 1550.07 5378 1590.62 5380 1610.16 5382 1626.4 5385.62 1641 5386 1658.75 5394.09 1668.07 5394.35 Manning's n Values num= 4 Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 861.82 .045 908.59 .03 1064.24 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 908.59 1064.24 307.87 417.5 388.09 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 860.6 5375.33 F 1516 1668.07 5380 F CROSS SECTION OUTPUT Profile #100-YEAR **k*kkkkkkkkkkkkkfi******kkkkkkkkkkkk*******k**kk*kkkk*k*kk*fi****kkkkkk*kkkkk *fififi***kkkkkkkk**** * E.G. Elev (ft) * 5376.11 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.78 * Wt. n-Val. - * 0.045 * 0.030 * 0.045 * * W.S. Elev (ft) * 5374.33 * Reach Len. (ft) * 307.87 * 417.50 * 388.09 * * Crit W.S. (ft) * 5373.59 * Flow Area (sq ft) * 85.90 * 959.33 * 430.19 * * E.G. Slope (ft/ft) *0 .004883 * Area (sq ft) * 132.84 * 959.33 * 430.19 * * Q Total (cfs) *1 3470.00 * Flow (cfs) * 384.15 *1 1127.29 * 1958.56 * Top Width (ft) * 436.61 * Top Width (ft) * 126.45 * 155.65 * 154.51 * Vel Total (ft/s) * 9.13 * Avg. Vel. (ft/s) * 4.47 * 11.60 * 4.55 * Max Chl Dpth (ft) * 8.04 * Hydr. Depth (ft) * 2.82 * 6.16 * 2.78 * Conv. Total (cfs) *1 92772.5 * Conv. (cfs) * 5497.6 *1 59245.4 * 28029.4 * Length Wtd. (ft) * 404.25 * Wetted Per. (ft) * 31.84 * 156.36 * 155.20 * Min Ch E1 (ft) * 5366.29 * Shear (lb/sq ft) * 0.82 * 1.87 * 0.84 * Alpha * 1.38 * Stream Power (lb/ft s) * 3.68 * 21.69 * 3.85 * * Frctn Loss (ft) * 2.95 * Cum Volume (acre-ft) * 3.04 * 12.13 * 16.27 * * C & E Loss (ft) * 0.01 * Cum SA (acres) * 2.01 * 2.13 * 8.26 Warning: Divided flow computed for this cross-section. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 56341 INPUT Description: CROSS SECTION 56341 Station Elevation Data num= 50 Sta Elev Sta Elev Sta Elev Sta - Elev Sta Elev 0 5374.22 14.5 5374.6 69.4 5374.83 96.01 5374.49 157.11 5375 197.38 5374.75 255.27 5375.07 303.02 5374.4 314.9 5372.36 320.97 5374.65 340.09 5374.79 408.52 5374.46 448.36 5375.03 544.62 5374.8 594.9 5373.27 618.9 5373.44 644.56 5372.87 667.81 5371.34 683.89 5371.6 715.66 5370.08 749.46 5370.2 767.25 5369.31 775.96 5363.5 804.28 5363.24 810.54 5366.52 827.67 5366 831.87 5364.36 844.3 5366 907.84 5366.7 1003.21 5367.03 1020.83 5369.1 1057.65 5370.06 1089.13 5370.04 1110.24 5371.14 1150.35 5370.84 1200.36 5371.95 1224.89 5372.11 1336.12 5372.11 1364.76 5372.87 1374.24 5371.6 1403.85 5370.58 1438.32 5371.09 1463.8 5375.97 1483.3 5384.68 1510.57 5384.11 1522.23 5383.05 1547.44 5383.16 1585.37 5385.44 1619.58 5380 1638.66 5379.97 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 749.46 .03 804.28 .045 1224.89 .06 1463.8 .08 Bank Sta: Left Right Lengths: Left Channel Right Coef£ Contr. Expau. 749.46 810.54 446.27 424.35 386.13 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 1364.76 1638.66 5372.87 F CROSS SECTION OUTPUT Profile #100-YEAR *********xx**xxx**xx*xx*x**xx*x*xxxxx*xxxx**xx********xx*x*xx*x***xxx**x******x*x******x**xxxxx i- * E.G. Elev (ft) * 5373.15 * Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.93 * Wt. n-Val. * 0.060 * 0.032 * 0.045 * * W.S. Elev (ft) * 5371.22 * Reach Len. (ft) * 446.27 * 424.35 * 386.13 * * Crit W.S. (ft) * 5371.07 * Flow Area (sq ft) * 49.87 * 329.77 * 1087.45 * * E.G. Slope (ft/ft) *0.012070 * Area (sq ft) * 49.87 * 329.77 * 1106.51 * * Q Total (cfs) *13470.00 * Flow (cfs) * 123.28 * 5062.77 * 8283.95 * j * Top Width (ft) * 528.99 * Top Width (ft) * 57.55 * 61.08 * 410.37 * * Vel Total (ft/s) * 9.18 * Avg. Vel. (ft/s) * 2.47 * 15.35 * 7,62 * * Max Chl Dpth (ft) * 7.98 * Hydr. Depth (ft) * 0.87 * 5.40 * 3.05 * * Conv. Total (cfs) *122608.3 * Conv. (cfs) * 1122.1 * 46083.0 * 75403.2 * * Length Wtd. (ft) * 409.66 * Wetted Per. (ft) * 57.58 * 63.67 * 357.36 * * Min Ch El (ft) * 5363.24 * Shear (lb/sq ft) * 0.65 * 3.90 * 2.29 * * Alpha * 1.47 * Stream Power (lb/ft s) * 1.61 * 59.92 * 17.47 * * Frctn Loss (£t) * 3.32 * Cum Volume (acre-ft) * 2.40 * 5.96 * 9.42 * * C & E Loss (ft) * 0.29 * Cum SA (acres) * 1.36 * 1.09 * 5.74 * Warning: Divided flow computed for this cross-section. Warning: The velocity head has changed by more than 0.5 ft (0. 15 m). This may indicate the n eed for additional cross sections. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for addition al cross sections. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the curr ent and previous cr oss section. This may indicate the need for additional c ross sections. Note: Manning's n val ues were composited to a single value in the main channel. Note: Multiple critical depths were found at this location. The critic al depth w ith the l owest, valid, water surface was used. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 55917 INPUT Description: CROSS SECTION 55917 (D/S LIMIT OF REACH 3) Station Elevation Data num= 52 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5370.37 41.31 5371 90.3 5370 104.2 5370.14 152.65 5369.4 194.49 5370.44 228.05 5370.65 310.01 5372 409.13 5371.6 446.5 5370.93 465.32 5371.21 480.48 5368.3 500.64 5368.82 518.07 5368.42 524.71 5369.31 543.81 5367.32 587.7 5366.9 698.2 5365.25 719.49 5365.43 747.88 5364.74 771.77 5361.24 809.91 5360.95 833.45 5363.21 882.06 5364.74 912.2 5368.81 932.71 5369.82 952.97 5365.25 979.11 5364.47 1008.62 5365.1 1012.67 5365.44 1028.77 5368.81 1107.69 5368.04 1188.11 5367.82 1238.93 5368.28 1293.24 5367.39 1368.42 5366.94 1433.77 5367.04 1468.91 5367.4 1555.81 5367.41 1605.48 5367.96 1631.85 5367.53 1699.11 5367.61 1721.55 5367,98 1816.32 5368 1838.23 5370.51 1859.48 5371.96 1889.77 5372.03 1897.7 5371.77 1910.98 5369.11 1928.5 5369.11 1930.33 5370.2 1954.43 5370 Manning's n Values num= 5 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val 0 .06 524.71 .045 771.77 .03 809.91 .045 1555.81 .06 Bank Ste: Left Right- Lengths: Left Channel Right Coeff Contr. Expan. 719.49 882.06 21100.78 21817.521417.83 .1 .3 CROSS SECTION OUTPUT Profile #100-YEAR *x*xxxxxx*xxxxxxxxxxxxx***xxxx*xx*xxxx**xx*xx**x*x*xxxx*x*xx*x**x*x***x******************x***** * E.G. Elev (ft) * 5369.54 * Element * Left OB * Channel * Right OB I * Vel Head (ft) * 0.97 * Wt. n-Val. * 0.045 * 0.038 * 0.047 * W.S. Elev (ft) * 5368.57 * Reach Len. (ft) * Crit W.S. (ft) * 5368.57 * Flow Area (sq ft) * 417.99 * 893.27 * 1019.70 * * E.G. Slope (ft/ft) *0.005812 * Area (sq ft) * 417.99 * 893.27 * 1019.70 * * Q Total (cfs) *13470.00 * Flow (cfs) * 1779.70 * 8530.49 * 3159.81. * * Top Width (ft) * 1255.18 * Top Width (ft) * 207.10 * 162.57 * 885.51 * Vel Total (ft/s) * 5.78 * Avg. Vel. (ft/s) * 4.26 * 9.55 * 3.10 * Max Chl Dpth (ft) * 7.62 * Hydr. Depth (ft) * 2.02 * 5.49 * 1.15 * Conv. Total (cfs) *176684.5 * Conv. (cfs) * 23344.1 *111893.5 * 41446.9 * Length Wtd. (ft) * * Wetted Per. (ft) * 207.22 * 162.97 * 886.55 * Min Ch E1 (ft) * 5360.95 * Shear (lb/sq ft) * 0.73 * 1.99 * 0.42 * Alpha * 1.87 * Stream Power (lb/ft s) * 3.12 * 18.99 * 1.29 * Frctn Loss (ft) * * Cum Volume (acre-ft) * C a E Loss (ft) * * Cum SA (acres) * ********k*k**z**k****+##*##*k****k *z*z***+*k**x****kkkkzz***#**##++*** k***zzz***# #*********k z* Warning: Divided flow computed for this cross-section. SUMMARY OF NANNING'S N VALUES River:CLEAR CREEK * Reach * River Sta. * nl * n2 * n3 * n4 * n5 * n6 *ABOVE SHERIDAN * 60612 * . 045* .01* .045* .03* .045* *ABOVE SHERIDAN * 60222 * .06* .01* .045* .03* .045* .06* *ABOVE SHERIDAN * 60217 *Bridge * * *ABOVE SHERIDAN * 60197 * .08* .01* .05* .03* .05* .06* *ABOVE SHERIDAN * 59964 * .04* .045* .03* .045* .05* *ABOVE SHERIDAN * 59656 * .05* .045* .03* .045* .06* *ABOVE SHERIDAN * 59276 * .06* .045' .03* .045* .06* *ABOVE SHERIDAN * 58933 * . 045* .03* .045* *ABOVE SHERIDAN * 58816 * .06* .045* .03* .045* .06* *ABOVE SHERIDAN * 58431 * .06* .045* .03* .045* *ABOVE SHERIDAN * 57973 * .06* .045* .03* .045* *ABOVE SHERIDAN * 57592 * .06* .045* .03* .045* z z *ABOVE SHERIDAN * 57243 * .05* .03* .04* *ABOVE SHERIDAN * 57229 *Bridge *ABOVE SHERIDAN * 57203 * .05* .03* .045* *ABOVE SHERIDAN * 56759 * .06* .045* .03* .045* *ABOVE SHERIDAN * 56341 * .06* .03* .045* .06* .08* *ABOVE SHERIDAN * 55917 * .06* .045* .03* .045* .06* #*z*zzzz*z#z*zzz +zzz **+*k*k**k****kzz*zzz zzzzz#* zz#zzz**zz *zzzkz**** kz*zkz*zz*zzz#z*##+ *zzz*zzz z*zz#**z***z**zz***********k*kzz**zzzzzzz+zz*zzzzz*zz*z*z**zzkkk*z*****zzzzzzz*z SUMMARY OF REACH LENGTHS River: CLEAR CREEK **z**z*z*zk**z**z+zzzz*zzz*zzz**z*x*******z****kkk**z**z*zz*zzz*z * Reach * River Sta. * Left * Channel * Right z*z***z*z****z**z***k********z****zzzz#zzzzzzzzzz+z******z******k 'ABOVE SHERIDAN *ABOVE SHERIDAN *ABOVE SHERIDAN *ABOVE SHERIDAN *ABOVE SHERIDAN *ABOVE SHERIDAN *ABOVE SHERIDAN *ABOVE SHERIDAN *ABOVE SHERIDAN *ABOVE SHERIDAN *ABOVE SHERIDAN *ABOVE SHERIDAN 'ABOVE SHERIDAN *ABOVE SHERIDAN *ABOVE SHERIDAN *ABOVE SHERIDAN *ABOVE SHERIDAN * 60612 * 391. 75* 390.05* 388. 08* * 60222 * 25 .6* 25.26* 25. 04* * 60217 *Bridge * 60197 * 232. 73* 232.99* 227 .5* * 59964 * 280. 91* 307.74* 343. 47* * 59656 * 436. 92* 380.11* 310. 32* * 59276 * 3 45* 343* 3 45* * 58933 * 1 14* 117* 1 11' * 58816 * 231. 81* 384.64' 379. 81* * 58431 * 499. 45* 458.79* 405. 91* * 57973 * 375. 52* 380.49* 375. 63* * 57592 * 338 .4' 349.1* 358. 05* * 57243 * 40. 02' 40.17* 40. 19* * 57229 *Bridge * 57203 * 398. 11* 444.05* 388. 17* * 56759 * 307. 87* 417.5* 388. 09* * 56341 * 446. 27* 424.35* 386. 13* *ABOVE SHERIDAN * 55917 * 21100.78* 21817.5* 21417.83* #*k*****kkzkkkzzkkzkkkkkz*zkkkzz*zz**z****k**Y:k*kkkk*kkkkkkkkzzzz ***********k**kz*kkkk*kkkkkkkkkzkkkkkkzkkkzz*z******h*#****k*kkkzkzzkzkz*k****** SUbMRY OF CONTRACTION AND EXPANSION COEFFICIENTS River: CLEAR CREEK *********#************kk*kkkkkkkkk kkkkkkkh*k*#k**k*h*** * Reach * River Sta. * Contr. * Expan. **k*kkk*k*kk*kkkkkkhkkkkkkkk*kkkkk*kk****##*k#****#k**k *ABOVE SHERIDAN * 60612 * .1* .3* *ABOVE SHERIDAN * 60222 * .3* .5* *ABOVE SHERIDAN * 60217 *Bridge *ABOVE SHERIDAN * 60197 * .3* .5* *ABOVE SHERIDAN * 59964 * .1* .3* *ABOVE SHERIDAN * 59656 * .1* .3* *ABOVE SHERIDAN * 59276 * .1* .3* *ABOVE SHERIDAN * 58933 * .1* .3* *ABOVE SHERIDAN * 58816 * .1* .3* *ABOVE SHERIDAN * 58431 * .1* .3* *ABOVE SHERIDAN * 57973 * .1* .3* *ABOVE SHERIDAN * 57592 * .1* .3* *ABOVE SHERIDAN * 57243 * .1* .3* *ABOVE SHERIDAN * 57229 *Bridge *ABOVE SHERIDAN * 57203 * .1* .3* *ABOVE SHERIDAN * 56759 * .1* .3* *ABOVE SHERIDAN * 56341 * .1* .3* *ABOVE SHERIDAN * 55917 * .1* .3* zzkzzzzzzzzzzzzz zzzz zzhzzz*zzzzzz*zzzz **kkkkk kk*kkkkzkk HC-GRPS Pl4 . PRCP0.9ED Rive. CLFAR CRE EK R.a : flBO VE 6HERICPN Pm W 100- Y ,,.=Rta;s~r-_ ~"t§i'e~S4 Y+lo5is?, O~9ml,'- `A1inGh53°< 3N7:5'~la+.'° :'..>u"1t4~s.°- EC1`)'le4 °E7i v^lop9i Ni: "~hrii r -.:fmw creak `;r«t~s~h~ 'FroL"as~~' y ~ ~ . ~ J h$gl'~ F~N.•i ~{2 ~"`3. `3`£PA. 134]O.OD 5391.]2 5400.53 5404.53 5405.98 0.002301 1292 2519.]2 143].15 O.B4 A80 134]0.0 539025 540382 5402.31 5404.14 0.000917 &39 3]69.68 1661.10 O.d1 13470.0 5390.01 540228 540228 54C6.64 0.002148 12.12 2]43.26 839.59 0.61 1380.00 5388.18 5399.44 5399.44 5400.86 0.003182 13,U 2271.08 "/81.40 an 134]000 5386.82 539681 5396.91 5389.16 0.03930 1419 2830.94 962.38 0.80 Ej? 5946 ...10W 1347&00 5385.42 5383.6 5393.6 5394.60 - 0.003884 1229 210267 1219.93 0.17 _ : 134]0.0 5381.0 5391.44 5381.44 5392]6 0.00361 13.11 2363.92 ]98.29 0.78 : =u 5$~{fif 13470.00 5381.10 5390.38 5390.38 5N1.5] 0.00380E 13.49 249].80 1008.79 0.18 _ I()]{3;. ;.z 13470.0 53]8.]1 5387.33 538].33 5388.59 0.004509 138] 2331.64 171.61 0.83 fp]{3 { .l ' 131]0.00 537442 5384.28 5384.28 5385.46 0.004651 1374 2364.33 81245 0.78 13OO.W 53726 5381.14 5381.14 5382.12 0.04189 1323 2 v 1022828 0.81 13170.0 53]06 537&58 5317.70 53]9.14 0.02667 &62 2896.]6 831.]2 0.6 3 " 4> .s y1U 13470.00 5370.13 53Tw 5317.63 537&84 0.00614 1255 2040.03 858.16 0.82 5959f ""n q 1'EFf('. . 134]0.00 536.28 53]4.33 5373.59 5376.11 0.04883 11.6 1415.42 438.81 O.B2 M 134]0.00 5363.24 53]1.22 53]1.0] 53]3.15 00127]0 1535 148].08 528.99 1.16 . 3 . ' 13470.00 53685 5360.57 5388.5] 5389.54 0005612 9.6 2310.6 1273.18 0.]2 lbG b VIM Y1tUF th nrver'utrvt nov .'3 {1+~~$... .=P/Pfi 9. c» ..S,Gry~c~LEV "G A.vdt3 ..i M 1'y"~',- 0{Uj~-.AR 5406.88 ...~TJS `~E~': 6404.53 6' 1.45 ..~~Lf11 0.54 SSi6~_v(EVtBs 0.28 L'~L2R`?! 3236.29 QC6e9 7121.21 h.d Ri9(It 3172.50 T Wdtlt,F. 1437.15 - 5404.14 5403.62 0.52 0.01 0.13 30]3.31 5714.20 4622.49 1661.10 14Yt~1$ 5403.64 5402.28 1.36 0.60 0.02 2]98.71 TB3.30 2937.98 839.59 5400.86 5399.44 1.42 1.09 0.05 492931 5649.08 2891.61 781.40 5398.16 4 5396.91 1.26 1.42 0.09 3442.09 4791.59 5236.32 962.38 76x;, 4,Q~i; 5394.60 5393.65 0.85 120 0.04 2708.22 4768.82 5992.98 1219.93 5392.76 5391.44 1.32 0.43 0.04 4842.14 5952.62 2675.34 798.29 ff6_O ( + gk, 5391.57 5390.38 1.19 1.38 0.01 6571.62 4870.17 2028.02 1006.79 011 '"AOOA&s:? 538859 5387.33 1.25 1.99 0A2 2121.90 49]68] 6371.24 ]71.51 . . 638428 1.17 1.66 0.06 - 1040.67 4486.80 7942.53 812.45 538212 5381.14 0.99 1.17 093 2823.53 473.24 6573.23 1026.26 53]9.14 5378.58 0.56 0.05 0.03 137.49 4325.90 9006.61 991.72 E h Pa. e 5378,84 5377.63 1.21 2.37 0.06 5258 5321.07 8086.35 858.16 p4$~. u2^ 5376.11 5374.33 1.76 2.95 0.01 38915 11127.29 1956.56 436.61 4i 5373.15 5371.22 1.93 3.32 0.29 123.28 W62.T/ 8283.95 528.99 lbY1Y:t;:~,_ ,~'4b`yEAR z: 5369.54 ,SGR um _ 5W8.57 1 0.9 1]]9.70 8530.49 3169.81 - 125548 ~ G O a 100 200 N J3 O o PROSPECT PARK I RTH F o m P OSPECT LAKE o 0 o x A TABOR LA E TII - SPLIT FLO L 0 all - ' w 1 Y O ❑ x Q ~ c DATUM: 1988 NAVD HVS ENGINEERING INC CLEAR CREEK DATE MODIFIED FROM DRAWING PREPARED BY ICON CITY O F WHEAT RIDGE . . 9201 WEST Mop" AVENUE FLOOD HAZARD AREA STUDY 4-9-10 SHEET ENGINEERING INC ( PLAN , . NONE ) 9W--M7 FAX: (M) SU-Seca 13 No. DAIS REVISIONS APPR. 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GRADING PLAN 9201 WEST TENNESSEE AVENUE LAKEWOOD, COLORADO 80226 PIPPIN PROPERTY PHONE: (303) 940-5807 FAX: (303) 940-5803 4240 PIERSON STREET I t~ DESIGNED BY: HH c~ t WHEAT RIDGE, CO. 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GRADING PLAN 9201 WEST TENNESSEE AVENUE LAKEWOOD, COLORADO 80226 PIPPIN PROPERTY PHONE: (303) 940-5807 FAX: (303) 940-5803 :t 4240 PIERSON STREET DESIGNED BY: HN WHEAT RIDGE, CO. DRAWN BY: HH J,. U REVISI DATE: 04/09/ 10 REVISION: oruwiHC no. SHEET GRADING,DWG NO. !11 A REV REVISION DESCRIPTION DATE CHANG BY cry or LAND USE APPLICATION FORM Wheat j-~dge COMMUNITY DEVELOPMENT Case No. Case Description Date Received 4/19/2010Related Cases r- Case Planner AppAe"/flAv0 imn Name Mike Pippin Name Judy Pippin Phone [303)4256847 Address 350Starfire Way city Golden State CD Zip 80401-_ Oirr~er /~Inr®aJiaa a Phone Address 350 Starhre Way' City Golden State CO Zip FR~~ Name Mike Pippin. Name F- Phone Address l--.-- City F State F- Zip Pmjec//nMnaahroir Address 4240 Street Pierson Street City Wheat Ridge Stale CO Zip F89-03-3----3- Location DescriptionProject Name Parcel No. 38-2130&002 Qtr Section: SW21 Distrct No: IV Diapo Sim Case Disposition Conditions of Appr Resit F- CITY OF WHEAT RIDGE 04/19/10 11:49 AM edba JUDY PIPPIN RECEIPT HO:CDA084162 AMOUNT FMSD ZONING APPLICATION F 380.08 ZONE PAYMENT RECEIVED AMOUNT CK 12982 308.08 TOTAL 380.80 Notes I Status Open J