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Home My WebLink AboutLick Creek Watershed Flood Insurance Re-Study (2)COLLEGE STATION P. 0 . Box 9960 • 1101 Texas Avenue • College Station, TX 77842 Tel: 409 764 3500 Lick Creek Watershed Flood Insurance Re-study City of College Station, Texas 480083 Brazos County, Texas 481195 Request of Letter of Map Revision Case Number 00-06- Volume I July 2000 Prepared by: City of College Station, Development Engineering P.O. Box 9960 1101 Texas Avenue College Station, Texas 77842 Phone: (979) 764-3570 Fax: (979) 764-3496 Home of Texas A&M University Lick Creek Watershed Flood Insurance Re-study City of College Station, Texas 480083 Brazos County, Texas 481195 Request of Letter of Map Revision Case Number 00-06---- Volume I July 2000 Prepared by: City of College Station, Development Engineering P.O. Box 9960 1101 Texas Avenue College Station, Texas 77842 Phone: (979) 764-3570 Fax: (979) 764-3496 Volume I Table of Contents 1.0 INTRODUCTION 4 I. I B ACKGROUND ................................................................................................................................. 4 I.2 B ASIS FOR RE-STUDY ...................................................................................................................... 4 I.3 SITE LOCATION ............................................................................................................................... 6 I .4 WATERSHED D ESCRIPTION .............................................................................................................. 6 I .5 LIMITS OF RE-STUDY ....................................................................................................................... 8 1.6 EXISTING STUDIES .............................................. ······· ...................................................................... 8 2.0 FEMA LOMR FORMS MT-2 3.0 HYDRO LOGIC ANALYSIS 10 28 3.1 RAINFALL DISTRIBUTION .............................................................................................................. 28 3.2 INFILTRATION Loss RATE ............................................................................................................. 28 3.3 WATERSHED SUB-AREAS ............................................................................................................... 29 3.4 WATERS HED CHARACTERISTICS .................................................................................................... 30 3.5 CHANNEL ROUTING ....................................................................................................................... 3 I 3.6 HEC-I RESULTS ............................................................................................................................ 32 4.0 FLOODPLAIN ANALYSIS 33 4. I HYDRAULIC ANALYSIS ············································· ..................................................................... 33 4.2 DUPLICATE EFFECTIVE MODEL ..................................................................................................... 33 4.3 CORRECTED EFFECTIVE MODEL .................................................................................................... 34 4.4 EXISTING OR PRE-PROJECT CONDITIONS MODEL .......................................................................... 34 4.5 REVISED OR POST-PROJECT CONDITIONS MODEL ......................................................................... 34 4.6 MODEL RESULTS AND COMPARISON ............................................................................................. 35 5.0 FLOODPLAIN MAPPING 6.0 NEED FOR ADDITIONAL STUDIES 7.0 CONCLUSIONS 8.0 BIBLIOGRAPHY Lick Creek Flood Insurance Re-Study July 2000 41 43 44 45 Page 2 List of Exhibits Exhibit 1.. .......................... Watershed Area Map and Land Use................................. 7 Exhibit 2 ............................ Proposed Annotated FIRM Map..................................... 42 Volume II List of Appendixes Appendix 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Soil Maps Appendix 2.................................................. ... Duplicate Effective Hydrology Model Appendix 3.................................................... Corrected Effective Hydrology Model Appendix 4 ..................................................... Need to Re-study Letters Appendix 5....................................... . . . . . . . . . . . . . . Effective Flood Insurance Rate Map Appendix 6..................................................... New Hydrology Drainage Area Map Appendix 7..................................................... Spring Creek Support Information Appendix 8..................................................... CN Calculations Appendix 9..................................................... Lag Time Calculations Appendix 10 ..................................................... Proposed Hydrology Model HEC-1 Appendix 11 ..................................................... FEMA Effective HEC-2 Model Appendix 12 ..................................................... Duplicate Effective HEC-2 Model Appendix 13 ..................................................... Hydraulic Analysis Summary Table Appendix 14 ..................................................... "Corrected" Converted HEC-RAS Model Appendix 15A-F........ .... .. .... ...... .... .. ....... .... ...... Bridge Construction Plans Appendix 16 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Pictures of Existing Bridge Structures Appendix 17 ..................................................... Proposed HEC-RAS Model Appendix 18 .................................................... Floodplain Work Maps Appendix 19 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Proposed Floodplain Profiles Lick Creek Flood Insurance Re-Study July 2000 Page 3 1.0 INTRODUCTION 1.1 Background The initial Flood Insurance Study for the incorporated areas of Brazos County (College Station and Bryan) was completed by Turner, Collie, & Braden in March 1979. At the time of this initial study, the Lick Creek watershed was located entirely outside of any corporate city limits. The City of College Station began annexing areas within the Lick Creek drainage basin and its tributaries in 1982 and continued annexations through 1996. Currently, almost fifteen of the twenty square miles of the Lick Creek watershed are located within the corporate limits of the City of College Station. This area currently comprises much of the southern one-third of the City and is experiencing rapid growth. Most of this growth is concentrated in the area upstream of State Highway 6 due to the availability of sanitary sewer service. The city will begin construction to extend a major sewer trunk line along Lick Creek within the next year. In September 1988, the Fort Worth District of the U.S. Army Corps of Engineers (COE) completed a countywide Flood Insurance Study of Brazos County for FEMA. The COE produced a detailed study of Lick Creek downstream of State Highway 6. 1.2 Basis for Re-study The 1987 Brazos County Limited Detail Flood Insurance Study of Lick, Wickson, and Carter's Creeks prepared by the Fort Worth District of the U.S . Army Corps of Engineers utilized the Nu-Dallas computer program to generate the hydrologic data for the study. A copy of the input data was obtained and reviewed by City of College Station staff. This review revealed that the soil condition parameter used throughout the study area was "ninety percent (90%) sand". In the Nu-Dallas program, this parameter determines infiltration and rainfall runoff. The higher the percentage of sand, the greater the infiltration and a ruduction in run-off. Based upon local knowledge of soil conditions, staff was concerned that the value of this parameter was grossly inaccurate and consequently consulted the USDA Soil Conservation Service Soil Survey for Brazos County. The Soil Survey indicates that the primary soils within this watershed are Type D soils having high runoff potential, unlike a "ninety percent sand" soil. A draft copy of the new Brazos County Soil Survey (to be published next year) was obtained from the local branch office of the Natural Resources Conservation Service. The draft publication indicated that the typical soils for this watershed are generally classified as "fine sandy loams" with shallow hard clay pans. The soil profiles indicate the top horizon, six to eight inches, contains approximately fifty-percent sand while the second soil horizon, twelve to eighteen inches thick, typically contains less than twenty-five-percent sand. Table 1.1 below is taken from the USDA NRCS Draft Brazos County Soil Survey. Excerpts from these maps are located in Appendix 1. Lick Creek Flood Insurance Re-Study July 2000 Page4 Table 1.1 Soil Information From Final Draft of NRCS Brazos County Soil Survey dated March 3, 1995 Soils by decreasing percentage of the Lick Creek Drainage Bas in Horizon USDA 'Yo Sand Map Soil Depth Texture (not passing Hydrologic Symbol Name (inches) By Horizon 200 sieve) o;., Clay Group 0-9 Fine Sandy Loam 40-60 5-20 SnB Singleton D 9-17 Clay 5-25 35-50 0-8 Fine Sandy Loam 40-60 5-15 BwC Burlewash D 8-24 Clay, Sandy Clay 10-50 40-55 0-5 Fine Sandy Loam 40-60 4-12 ZuB Zulch D 5-13 Clay Loam 5-25 35-50 0-15 Fine Sandy Loam 45-70 8-20 TuA Tabor D 15-28 Clay 10-60 40-50 0-17 Fine Sandy Loam 35-60 5-15 Bo A Boonville D 17-24 Clay, Clay Loam 10-30 35-55 0-15 Fine Sandy Loam 60-85 5-12 SkB Shiro c 15-24 Clay, Sandy Clay 5-49 35-45 0-6 Loam 20-55 15-25 Sa Sandow c 6-72 Fine Sandy Loam/Loam 10-60 15 -35 0-6 Loam 10-45 8-20 DeA Derly D 6-16 Clay Loam 5-30 27-40 The Fort Worth District of the COE has, as a replacement for the Nu-Dall as Program, created the SWF-HYD program using identical variables as input data. The Flood Insurance Study (FIS) model for Lick Creek was re-coded and run on the SWF-HYD computer program. The output of this Duplicate Effective Model matched the data published in the original FIS withi n one-tenth of a percent (0.1 %) and is included in Appendix 2. Subsequently, an assumption was made that the ninety-percent (90%) sand parameter should be modified to forty percent (40%) sand. This change was made and the Corrected Effective Model re-run. The output of this model is included in Appendix 3. This new run produced flows at the given locations within the model approximately forty-percent (40%) higher than the adopted FIS. Tabl e 1.2 compares the flows reported in the adopted FIS to the flows produced by the corrected effective model for Lick Creek for the 100-year storm. Table 1.2 Comparison of Flows Effective FIS to Corrected Effective Models Location Area FIS Discharge Corrected Discharge (sq-mi) (cfs) (cfs) At confluence with Navasota River 20.57 11,500 15,039 At Rock Prairie Road 18.28 12,300 15,798 At confluence of A lum Creek 14.45 11,500 14,878 Lick Creek Flood Insurance Re-Study Ju ly 2000 Page 5 Approx. 500 feet US of Alum Creek 10.05 7,900 10,001 At confluence of Spring Creek 8.17 8,300 10,513 Approx. 500 feet US of Spring Creek 4.43 4,500 5,739 Approx. 1.29 miles DS of Highway 6 3.25 4,900 6,139 Approx. 1.19 miles DS of Highway 6 1.72 2,500 3,162 These findings were reported to Mr. Jack Quarles, P.E., Civil Engineer with FEMA Region VI (see letter in Appendix 4). Mr. Quarles advised City staff that a re-study would be appropriate. He also stated that only limited federal funding was available for such re-studies. As such, it may be several years before FEMA could complete such a study. Based on this conversation, City staff chose to complete this re-study before substantial development accrued adjacent to the subject floodplain. Due to the fact that local soil conditions contain a shallow clay pan horizon, which can not accurately be modeled in the Nu-Dallas or SWF-HYD programs, and the nature of the available data, City staff determined that the re-study should use the standard conventional US Army Corps of Engineer's HEC- 1 program. This aspect of the re-study is discussed further in Section 3 of this report. 1.3 Site Location The Lick Creek watershed is located in south central Brazos County, Texas. The re-study area is bounded approximately by Rock Prairie Road to the north, Wellborn Road to the west, Peach Creek Cut-off to the south, and the Navasota River to the east as shown in Exhibit 1. The watershed drains the southern one-third of the corporate limits of the City of College Station. Three major tributaries contribute to the Lick Creek watershed: Spring Creek, Alum Creek, and Peach Creek. The confluence of Peach Creek with Lick Creek is located at a point where backwater from the Navasota River controls the floodwater surface elevation. Based on this fact, the Peach Creek Drainage basin was not included in the current FIS or within this re-study. The re-study area is depicted on FEMA Flood Insurance Rate Map (FIRM) panels 48041C0182C, 48041C0201D, and 4841C0205D in Appendix 5. 1.4 Watershed Description Lick Creek generally flows from west to east to its confluence with the Navasota River. The ground elevation at the headwaters near the intersection of Rock Prairie Road and Wellborn Road is 333 feet msl and drops to an elevation of 185 feet msl within the Navasota River floodplain. The watersheds of the north and south forks of Lick Creek, upstream of State Highway 6, are experiencing rapid development. Nearly half of this area has been platted for single-family residences along with some mixed-use/commercial development. Another quarter of this area has been preliminary platted generally employing the same uses. Numerous detention ponds have been constructed within the area. In this re-study, this upper one-third of the watershed, bounded at the downstream end by State Highway 6, is assumed as fully developed. The middle one third of the watershed is primarily undeveloped, due to the unavailability of economical sanitary sewer service at this time. The City will be extending service to this area within the next year and this will undoubtedly attract growth. However, based upon FEMA guidelines, this area is assumed as primarily undeveloped; bounded by Greens Prairie Road on the downstream end. Lick Creek Flood Insurance Re-Study July 2000 Page 6 I FEDERAL EMERGEN CY MANAGEM ENT AGENCY O.M.B No. 3067-0148 REVISION REQUESTER AND COMMUNITY OFFICIAL Expires April 30, 2001 Public reporting burden for this form is estimated to average 2.13 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments reg arding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington DC 2047 2; and to the Office of Management and Budget, Paperwork Reduction Project (3067-0148), Washington, DC 20 503. You are not required to respond to this collection of information unless a valid OMB Control Number is displayed in the upper right corner of this form. 1. REQUESTED RESPONSE FROM FEMA This request is for a: D CLOMR A letter from FEMA commenting on whether a proposed project, if built as proposed, would justify a map revision, or proposed hydrology changes (See 44 CFR Ch. 1, Parts 60,6 5 & 72). LOMR A letter from FEMA officially revising the current NFIP map to show the changes to floodplains, floodway or flood elevations. LOMRs typically decrease f lood hazards. (See 44 CFR Ch. 1 Parts 60 & 65.) D Other Describe: 2. OVERVIEW 1. The basis for this re vision request is (are): (check all that apply) D Physical Change [8J Improved Methodology/Data D Floodway Revision D Other Describe: Note: A photograph is not required , but is very helpful during review. 2. Flooding Source: Lick Creek 3. Project Name/Identifier: Lick Creek Re-study and Extension 4. FEMA zone designations affected: x and AE (example: A, AH, AO, A 1-A30, A99, AE, V, V1 -V30, VE , B, C, D, X) 5. The NFIP map panel(s) affected for all impacted communities is (are): Community No. Community Name State Map No. Panel No. -. ·~~ ., -· -.. ---. ·--' ·vv v •v~ . .~~~ . -----·-·-·--·-·' ·-·-f7 rzcu -c; ·- 480083 College Station, City of TX 48041C 02010 02050 0182C 481195 Brazos County TX 48041C 02050 6. The area of revision encompasses the following types of flooding and structures. Check all that apply. Tv12~~ of Flooding ~lf!.!!<l!.!r~~ [8J Riverine D Channelization D Coastal D Levee/Flood wall D Alluvial fan [8J Bridge/Culvert D Shallow Flooding (e.g. Zones AO and AH) D Dam D Lakes D Fill D Other (describe) D Other (describe) PLEASE REFER TO THE INSTRUCTIONS FOR THE APPROPRIATE MAILING ADDRESS Effective Date ~~ VL(VV/VV ..... ......................... v..,, .... u ,...,, .... 02109100 02/09/00 07102192 02109100 FEMA Form 81 -89 Revision Requester and Community Official Form MT-2 Form 1 Page 1 of 2 I 4. ENCROACHMENT INFORMATION 1 . Does the State have jurisdiction over the floodway or its adoption by communities participating in the NFIP? 0 Yes [8J No .'Yes, attach a copy of a letter notifying the appropriate State agency of the floodway revision and documentation of the approval of the revised floodway by the appropriate State agency. 2. Does the development in the floodway cause the 1 % annual chance (base) elevation to increase at any location by more than 0.000 feet? 0 Yes 0 No [8J N/A 3 . Does the cumulative effect of all development that has occurred since the effective SFHA was originally identified cause the base flood elevation to increase at any location by more than one foot (or other increase limit if community or state has adopted more stringent criteria -even if a floodway has not been delineated by FEMA)? 0 Yes [8J No If the answer to either items is Yes, please attach documentation that all requirements of Section 65.12 of the NFIP regulations have been met, regarding evaluation of alternatives, notice to individual legal property owners, concurrence of CEO, and certification that no insurable structures are impacted. 5. MAINTENANCE RESPONSIBILITY The community is willing to assume responsibility for 0 performing [8J overseeing compliance with the maintenance and operation plans of the ____ _ (Name) flood control structure. If not performed promptly by an owner other than the community, the community will provide the necessary services without cost to the Federal government. Operation and maintenance plans are attached. 0 Yes 0 No [8J N/A 6. REVIEW FEE The review fee for the appropriate request category has been included. 0 Yes Fee amount: $ ____ _ OR This request is based on a federally sponsored flood-control project where 50 percent or more of the project's cost is federally sponsored, or the request is based on detailed hydrologic and hydraulic studies conducted by Federal, State, or local agencies to replace approximate studies conducted by FEMA and shown on the effective FIRM; thus the project is fee exempt. l:8J Yes Please see Instructions for Fee Amounts 7. SIGNATURE Note: I understand that my signature indicates that all information Note: Signature indicates that the community understands, from the submitted in support of this request is correct revision requester, the impacts of the revision on flooding conditions in the community. Signature of Revision Requester Signature of Community Official Jeffrel£ S. Tondre, P.E., Civil Engineer Ted Mal£O, P.E., Asst. Citl£ Engineer Printed Name and Title of Revision Requester Printed Name and Title of Community Official Citl£ of College Station, Develo12ment Services Citl£ of College Station Company Name Community Name Telephone No.: 979-764-3570 Date: Teleohone No.: 979-764-3570 Date: CERTIFICATION BY REGISTERED PROFESSIONAL ENGINEER Check which forms have been included with this request AND/OR LAND SURVEYOR This certification is in accordance with 44 CFR Ch. 1, Sect 65.2 Form Name and {Number! Required if ...... 181 Hydrologic (3) new or revised discharges 181 Hydraulic (4) new or revised water-surface elevations Signature 181 Mapping (5) floodplain/floodway changes D Channelization (6) channel is modified Jeffrel£ S. Tondre, P.E., Civil Engineer 181 Bridge/Culvert (7) addition/revision of bridge/culvert Printed Name and Title of Revision Requester D Levee/Floodwall (8) addition/revision of levee/floodwall D Coastal (9) new or revised coastal elevations .egistr No. 85609 Expires (Date) 06/30/01 State Texas D Coastal Structures ( 1 0) addition/revision of coastal structure I Type of License/Expertise: D Dam ( 11) addition/revision of dam Civil I Drainage and Land Develo12ment D Alluvial Fan ( 1 2) structures proposed on alluvial fan FEMA Form 81 -89 Revision Requester and Community Official Form MT-2 Form 1 Page 2 of 2 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B No. 3067-0148 HYDROLOGIC ANALYSIS Expires April 30, 2001 PUBLIC BURDEN DISCLOSURE NOTICE .,ublic reporting burden for this form is estimated to average 3.67 hours per response. The burden estimate .ncludes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington DC 20472; and to the Office of Management and Budget, Paperwork Reduction Project (3067-0148), Washington, DC 20503. You are not required to respond to this collection of information unless a valid OMB Control Number is displayed in the upper right corner of this form. Note: Fill out one form for each flooding source studied Community Name: City of College Station and Brazos County, Texas Flooding Source: Lick Creek Project Name/Identifier: Lick Creek Re-study and Extension 1. REASON FOR NEW HYDROLOGIC ANALYSIS 0 No existing analysis [8:1 Improved data [8:1 Changed physical condition of watershed 0 Alternative methodology 0 Proposed Conditions (CLOMR) 0 Other For the reason stated above, please attach a detailed explanation. If a computer program/model was used in revising the hydrologic analysis, please provide a diskette with the input files for the same flood recurrence intervals contained in the FIS for that stream; and at least for the 1 % annual chance (base) flood where no detailed study exists. Explanation provided: [8:1 Yes 0 No Diskettes provided: [8:1 Yes 0 No Indicate Method 0 Statistical Analysis of Gage Records 0 Regional Regression Equations [8:1 Precipitation/Runoff Model 0 Other 2. METHODOLOGY FOR NEW ANALYSIS Required Data Form 3 -Attachment A Form 3 -Attachment C Form 3 -Attachment D Back-up computations and supporting data 3. APPROVAL OF ANALYSIS Data Included 0 Yes [8:1 No 0 Yes [8:1 No [8:1 Yes 0 No 0 Yes [8:1 No The hydrologic analysis has already been approved by a local, state, or Federal Agency. 0 Yes 0 No [8:1 Not Required If Yes, attach evidence of approval. 0 Approval attached. If No, attach explanation. 0 Explanation attached. 4. COMPARISON OF BASE FLOOD DISCHARGES Location: Drainage Area (SqMi) FIS(cfs) Revised (cfs) See table 3 .3 in section 3.6 of report Note: When revised discharges are not significantly different than the FIS discharges, FEMA may require a confidence limits analysis (see attachment BJ at a later date to complete the review. If only a portion of a detailed study area was revised please attach an explanation describing the transition from the proposed discharges to the effective discharges. 0 Explanation Included [8:1 Explanation Not Required 5. HISTORICAL FLOODING INFORMATION ,f historical data are available for the flooding source please provide: Location, peak discharges/water-surface elevations and dates, and source of information. 0 Data Attached [8:1 Data Not Available PLEASE REFER TO THE INSTRUCTIONS FOR THE APPROPRIATE MAILING ADDRESS FEMA Form 81 -898 Hydrologic Analysis Form MT-2 Form 3 Page 1 of 5 2. 3. 4. 5. 6. 7. 8. 9. 10. ' 1 ' 12. 13. 14. ATTACHMENT D: PRECIPITATION/RUNOFF MODEL Method or model used: Version: Date: Source of rainfall depth: Source of rainfall distribution: Rainfall duration: Areal adjustment to precipitation (%): Maximum overland flow length Hydrograph development method: Loss rate method: Source of soils information: Source of land use information: Channel routing method: Reservoir routing: Baseflow considerations: If Yes, explain below how baseflow was determined: Snowmelt considerations: Model calibration: If Yes, explain below how calibration was performed Future land use condition: If Yes, explain .why below FIS: Nu Dallas unknown unknown unknown unknown unknown 0 Yes 0 Yes 0 Yes 0 Yes 0 Yes [gj No [gj No [gj No [gj No [gj No Revised: June 1998 SCS Type Ill NRCS/SCS Soil Surveys City of College Station Muskingum-Cunge 0 Yes D Yes D Yes D Yes [gl Yes [gj No [gj No [gj No [gj No [gj No Upper portion of drainage basin is master planned and currently being platted. It was considered to be built out. 15. Attach precipitation/runoff model, hydrologic model schematic, curve number calculations, time of concentration calculations, and supporting maps, delineating the watershed boundary and drainage area divides. Information and Maps provided? [gj Yes [gj No NOTE: FEMA policy is to base flooding on existing conditions. FEMA Form 81 -898 Hydrologic Analysis Form MT-2 Form 3 Page 5 of 5 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B No. 3067-0148 RIVERINE HYDRAULIC ANALYSIS Expires April 30, 2001 PUBLIC BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 2.25 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and wiewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington DC 20472; and to the Office of Management and Budget, Paperwork Reduction Project (3067-0148), Washington, DC 20503. You are not required to respond to this collection of information unless a valid OMB Control Number is displayed in the upper right corner of this form. Note: Fill out one form for each flooding source studied Community Name: City of College Station and Brazos County, Texas Flooding Source: Lick Creek Project Name/Identifier: Lick Creek Re-study and Extension 1 . REACH TO BE REVISED Describe the limits of the revision OR submit a copy of the FIRM with the revision area clearly highlighted. Copy of FIRM(s) attached depicting area of the revision (highlighted, or circled)? 1:8] Yes Downstream Limit : Backwater of Navasota River Upstream Limit: beyond current FIS 2. MODELS SUBMITTED Requirements: for areas which have detailed flooding: Full input and output listings along with files on diskette for each of the models listed below (items 1-4) and a summary of the source of input parameters used in the models must be provided. The summary must include a description of any changes made from model to model (e.g., Duplicate Effective model to Corrected Effective model). At a minimum, the Duplicate Effective (item 1) and the Revised or Post-Project Conditions (item 4) models must be submitted. See ·,structions for directions on when other models may be required . for areas which do not have detailed flooding: Only the 1 00-year (Base) flood profile is required. A hydraulic model is not required for areas which do not have detailed flooding; however, BFEs may not be added to the revised FIRM. If a hydraulic model is developed for the area, items 3 and 4 described below must be submitted. If hydraulic models are not developed, hydraulic analyses (including all calculations) for existing or pre-project conditions and revised or oost-proiect conditions must be submitted. 1. Duplicate Effective Model 1:8] Natural File Name LCdupEFF .ih2 0 Floodway File Name ____ _ Copies of the hydraulic analysis used in the effective FIS, referred to as the effective models (10-, 50-, 100-, and 500-year multi-profile runs and the floodway run) must be obtained and then reproduced on the requester's equipment to produce the Duplicate Effective model. This is required to assure that the effective models input data has been transferred correctly to the requester's equipment and to assure that the revised data will be integrated into the effective data to provide a continuous FIS model upstream and downstream of the revised reach. 2. Corrected Effective Model 1:8] Natural File Name LCconvert.prj 0 Floodway File Name ____ _ The Corrected Effective model is the model that corrects any errors that occur in the Duplicate Effective model, adds any additional cross sections to the Duplicate Effective model, or incorporates more detailed topographic information than that used in the currently effective model. The Correctly Effective model must not reflect any man-made physical changes since the date of the effective model. An error could be a technical error in the modeling procedures, or any construction in the floodplain that occurred prior to the date of the effective model but was not incorporated into the effective model. 3. Existing or Pre-Project Conditions Model 0 Natural File Name _ _ _ _ _ 0 Floodway File Name ____ _ The Duplicate Effective model or Corrective Effective model is modified to produce the Existing or Pre-Project Conditions model to reflect any modifications that have occurred within the floodplain since the date of the Effective model but prior to the construction of the project for which the revision is being requested. If no modification has occurred since the date of the effective model, then this model would be identical to the Corrected Effective model or Duplicate Effective model. 4. Revised or Post-Project Conditions Model 1:8] Natural File Name LC2000f.prj 0 Floodway File Name ____ _ The Existing or Pre-Project Conditions model (or Duplicate Effective model or Corrected Effective model, as appropriate) is revised to reflect revised or post-project conditions. This model must incorporate any physical changes to the floodplain since the effective model was produced as well as the effects of the project. When the request is for the proposed project this model -nust reflect proposed conditions. 5. Other -Please attach a sheet describing all other models submitted along with the file names. 0 Natural 0 Floodway PLEASE REFER TO THE INSTRUCTIONS FOR THE APPROPRIATE MAILING ADDRESS FEMA Form 81 -89C Riverine Hydraulic Analysis Form MT-2 Form 4 Page 1 of 2 3. STARTING WATER-SURFACE ELEVATIONS Explain how they were determined. Explanation Attached? ~Yes D No NOTE: If the effective study is an approximate study, the slope/area method is recommended. For detailed anal sis studies, usin a known water-surface elevation is recommended. 4. RES UL TS (from the model used to revise the 100-year water surface elevations) If the results indicate any of the following, attach an explanation -to this form, or to the hydraulic model printout-as to the reasonableness of the situation. D Supercritical depth D Critical Depth D Drawdowns D Negative Floodway Surcharges D Floodway Surcharges Greater Than Maximum Allowed by Community/State D Water surface elevations higher than the end points of cross sections. D Floodway discharge is different than the Natural 100-year (base) flood discharge. ~ Project causes 100-year floodplain or floodway elevations to increase (state if increases are located off the requester's property) Explanation attached with Form D Explanation provided on attached printout ~ If Hydraulic model used is HEC-2, has it been checked with FEMA'S CHECK-2 computer program? D Yes (see instructions for information on how to obtain CHECK-2) 5. REVISED FIRM/FBFM AND FLOOD PROFILES 1. Profile Transition ~No a. 100-Year Water-Surface Elevations -indicate the difference in water surface elevations where the project 100-year elevations tie into the existing 100-year water surface elevations at each end of the project. Downstream End .!lli!..._ within Cross-Section # (feet) Upstream End .!lli!..._ within _ _ _ _ _ (feet) Cross-Section # b. Floodway Elevations -indicate the difference in water surface elevations where the project floodway elevations tie into the existing floodway water surface elevations at each end of the project. Downstream End .!lli!..._ within Cross-Section # (feet) Upstream End .!lli!..._ within _ _ _ _ _ (feet) Cross-Section # c. Floodway widths - indicate the difference in floodway widths where the project floodway widths tie into the existing floodway width at each end of the project. Downstream End !lli!...._ within Cross-Section # (feet) Upstream End .!lli!..._ within _ _ _ _ _ (feet) Cross-Section # 2. Profile Checklist (check box if information has been provided on profile) The following information (unless in parentheses) must be included at the same scale as the existing profiles for this project: ~ Stream Name ~ Community Name ~ Corporate Limits labeled D Study limits labeled ~ Confluences labeled ~ Channel Stationing ~ Streambed profiled ~ Cross Sections labeled ~ HorizontalNertical Scales indicated ~ 1 00-year elevs profiled* ~ Road Crossings ~ Labeled ~ Low Chord Elevations ~ Top of Road Elevations *All recurrence intervals in the effective study must also be profiled. Floodway Data Table Attach a Floodway Data Table for each cross section listed in the published Floodway Data table in the FIS report. Floodway Data Table Attached D Yes ~ Not Required FEMA Form 81 -89C Riverine Hydraulic Analysis Form MT-2 Form 4 Page 2 of 2 I FEDERAL EMERGENCY MANAGEMENT AGENCY I O.M.B. Burden No. 3067-0148 BRIDGE/CULVERT Expires April 30, 2001 PUBLIC BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 2 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington, DC 20472; and to the Office of Manage- ment and Budget, Paperwork Reduction Project (3067-0148), Washington, DC 20503. You are not required to respond to this collection of information unless a valid OMB Control Number is displayed in the upper right corner of this form. Community Name: City of College Station and Brazos County, Texas Flooding Source: Lick Creek Project Name/Identifier: Lick Creek Re-study and Extension 1 . IDENTIFIER 1. Name of structure (roadway, railroad, etc.): State Highway 6 North Fork Bridge #1 2. Location of bridge/culvert along flooding source (in terms of stream distance or cross-section identifier): cross-section 641 + 58 on North Fork Main 3. This revision reflects (check one of the following): [8J New bridge/culvert not modeled in the FIS 0 Modified bridge/culvert previously modeled in the FIS 0 New analysis of bridge/culvert previously modeled in the FIS 4. Hydraulic model used to analyze the structure (e.g., HEC-2 with special bridge routine, WSPRO, HYBJ HEC-RAS If different than hydraulic analysis for the flooding source, justify why the hydraulic analysis used for the flooding source could not analyze the structure(s). (Attach justification) Justification attached 0 Yes 0 No [8J N/A PLEASE REFER TO THE INSTRUCTIONS FOR THE APPROPRIATE MAILING ADDRESS FEMA Form 81 -89F Bridge/Culvert Form MT-2 Form 7 Page 1 of 2 I 2. DRAWING CHECKLIST Attach plans of the structure(sl certified by a registered professional engineer. The plan detail and information should include the following (check the boxes if the information has been provided): [8J Dimensions (height, width, span, radius, length) [8J Shape (culverts only) [8J Material 0 Beveling or Rounding 0 Wing Wall Angle [8J Low Chord Elevations -Upstream and Downstream [8J Top of Road Elevations -Upstream and Downstream [8J Structure Invert Elevations -Upstream and Downstream [8J Stream Invert Elevations -Upstream and Downstream [8J Skew Angle [8J Cross-Section Locations [8J Distances Between Cross Sections 0 Erosion Protection 3. SEDIMENT TRANSPORT CONSIDERATIONS If there is any indication from historical records that sediment transport (including scour and deposition) can affect the 1 00- year (base flood) water-surface elevations; and/or based on the stream geomorphology, vegetative cover, development of the watershed and bank conditions, there is a potential for debris and sediment transport (including sewer and deposition) to affect the base flood elevations, then provide the following information (Check the box if provided): 0 Estimated sediment load 0 Method used to estimate sediment transport 0 Method used to estimate scour and/or deposition 0 Method used to revise hydraulic or hydrologic analysis (model) to account for sediment transport FEMA Form 81 -89F Bridge/Culvert Form MT-2 Form 7 Page 2 of 2 I FEDERAL EMERGENCY MANAGEMENT AGENCY I 0 .M .B. Burden No. 3067-0148 BRIDGE/CULVERT Expires April 30, 2001 PUBLIC BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 2 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form . Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington, DC 20472; and to the Office of Manage- ment and Budget, Paperwork Reduction Project (3067-0148), Washington, DC 20503. You are not required to respond to this collection of information unless a valid OMB Control Number is displayed in the upper right corner of this form. Community Name: City of College Station and Brazos County, Texas Flooding Source: Lick Creek Project Name/Identifier: Lick Creek Re-study and Extension 1. IDENTIFIER 1. Name of structure {roadway, railroad, etc.): Graham Road Culvert of North Fork Bridge #2 2. Location of bridge/culvert along flooding source (in terms of stream distance or cross-section identifier): cross-section 660 + 37 on North Fork Main 3. This revision reflects {check one of the following): [8J New bridge/culvert not modeled in the FIS 0 Modified bridge/culvert previously modeled in the FIS 0 New analysis of bridge/culvert previously modeled in the FIS 4. Hydraulic model used to analyze the structure (e.g., HEC-2 with special bridge routine, WSPRO, HYBJ HEC-RAS If different than hydraulic analysis for the flooding source, justify why the hydraulic analysis used for the flooding source could not analyze the structure{s). (Attach justification) Justification attached 0 Yes 0 No [8J N/A PLEASE REFER TO THE INSTRUCTIONS FOR THE APPROPRIATE MAILING ADDRESS FEMA Form 81 -89F Bridge/Culvert Form MT-2 Form 7 Page 1 of 2 I 2. DRAWING CHECKLIST Attach plans of the structure(s) certified by a registered professional engineer. The plan detail and information should include the following (check the boxes if the information has been provided): [8J Dimensions (height, width, span, radius, length) [8J Shape (culverts only) [8J Material D Beveling or Rounding D Wing Wall Angle [8J Low Chord Elevations -Upstream and Downstream [8J Top of Road Elevations -Upstream and Downstream [8J Structure Invert Elevations -Upstream and Downstream [8J Stream Invert Elevations -Upstream and Downstream [8J Skew Angle [8J Cross-Section Locations [8J Distances Between Cross Sections D Erosion Protection 3. SEDIMENT TRANSPORT CONSIDERATIONS If there is any indication from historical records that sediment transport (including scour and deposition) can affect the 1 00- year (base flood) water-surface elevations; and/or based on the stream geomorphology, vegetative cover, development of the watershed and bank conditions, there is a potential for debris and sediment transport (including sewer and deposition) to affect the base flood elevations, then provide the following information (Check the box if provided): D Estimated sediment load D Method used to estimate sediment transport D Method used to estimate scour and/or deposition D Method used to revise hydraulic or hydrologic analysis (model) to account for sediment transport FEMA Form 81-89F Bridge/Culvert Form MT-2 Form 7 Page 2 of 2 I FEDERAL EMERGENCY MANAGEMENT AGENCY I O.M.B. Burden No. 3067-0148 BRIDGE/CULVERT Expires April 30, 2001 PUBLIC BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 2 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington, DC 20472; and to the Office of Manage- ment and Budget, Paperwork Reduction Project (3067-0148), Washington, DC 20503. You are not required to respond to this collection of information unless a valid OMB Control Number is displayed in the upper right corner of this form. Community Name: City of College Station and Brazos County, Texas Flooding Source: Lick Creek Project Name/Identifier: Lick Creek Re-study and Extension 1. IDENTIFIER 1. Name of structure (roadway, railroad, etc.): Utility Service Center Driveway Culvert of North Fork Bridge #3 2 . Location of bridge/culvert along flooding source (in terms of stream distance or cross-section identifier): cross-section 670 + 49 on North Fork Main 3 . This revision reflects (check one of the following): ~ New bridge/culvert not modeled in the FIS 0 Modified bridge/culvert previously modeled in the FIS 0 New analysis of bridge/culvert previously modeled in the FIS 4 . Hydraulic model used to analyze the structure (e.g., HEC-2 with special bridge routine, WSPRO, HYBJ HEC-RAS If different than hydraulic analysis for the flooding source, justify why the hydraulic analysis used for the flooding source could not analyze the structure(s). (Attach justification} Justification attached 0 Yes 0 No ~ N/A PLEASE REFER TO THE INSTRUCTIONS FOR THE APPROPRIATE MAILING ADDRESS FEMA Form 81 -89F Bridge/Culvert Form MT-2 Form 7 Page 1 of 2 I 2. DRAWING CHECKLIST Attach plans of the structure(s) certified by a registered professional engineer. The plan detail and information should include the following (check the boxes if the information has been provided): ~ Dimensions (height, width, span, radius, length) ~ Shape (culverts only) ~ Material 0 Beveling or Rounding 0 Wing Wall Angle ~ Low Chord Elevations -Upstream and Downstream ~ Top of Road Elevations -Upstream and Downstream ~ Structure Invert Elevations -Upstream and Downstream ~ Stream Invert Elevations -Upstream and Downstream ~ Skew Angle ~ Cross-Section Locations ~ Distances Between Cross Sections 0 Erosion Protection 3. SEDIMENT TRANSPORT CONSIDERATIONS If there is any indication from historical records that sediment transport (including scour and deposition) can affect the 1 00- year (base flood) water-surface elevations; and/or based on the stream geomorphology, vegetative cover, development of the watershed and bank conditions, there is a potential for debris and sediment transport (including sewer and deposition) to affect the base flood elevations, then provide the following information (Check the box if provided): 0 Estimated sediment load 0 Method used to estimate sediment transport 0 Method used to estimate scour and/or deposition 0 Method used to revise hydraulic or hydrologic analysis (model) to account for sediment transport FEMA Form 81-89F Bridge/Culvert Form MT-2 Form 7 Page 2 of 2 I FEDERAL EMERGENCY MANAGEMENT AGENCY I O.M.B. Burden No. 3067-0148 BRIDGE/CULVERT Expires April 30, 2001 PUBLIC BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 2 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington, DC 20472; and to the Office of Manage- ment and Budqet, Paperwork Reduction Project (3067-0148), Washinqton, DC 20503. You are not required to respond to this collection of information unless a valid OMB Control Number is displayed in the upper right corner of this form. Community Name: City of College Station and Brazos County, Texas Flooding Source: Lick Creek Project Name/Identifier: Lick Creek Re-study and Extension 1 . IDENTIFIER 1. Name of structure (roadway, railroad, etc.): State Highway 6 South Fork Bridge #4 2. Location of bridge/culvert along flooding source (in terms of stream distance or cross-section identifier): cross-section 23 + 75 on South Fork Main 3. This revision reflects (check one of the following): [8J New bridge/culvert not modeled in the FIS D Modified bridge/culvert previously modeled in the FIS D New analysis of bridge/culvert previously modeled in the FIS 4. Hydraulic model used to analyze the structure (e.g., HEC-2 with special bridge routine, WSPRO, HYBJ HEC-RAS If different than hydraulic analysis for the flooding source, justify why the hydraulic analysis used for the flooding source could not analyze the structure(s). (Attach justification) Justification attached D Yes D No t8J N/A PLEASE REFER TO THE INSTRUCTIONS FOR THE APPROPRIATE MAILING ADDRESS FEMA Form 81 -89F Bridge/Culvert Form MT-2 Form 7 Page 1 of 2 I 2. DRAWING CHECKLIST Attach plans of the structure(s) certified by a registered professional engineer. The plan detail and information should include the following (check the boxes if the information has been provided): [8J Dimensions (height, width, span, radius, length) [8J Shape (culverts only) [8J Material 0 Beveling or Rounding 0 Wing Wall Angle [8J Low Chord Elevations -Upstream and Downstream [8J Top of Road Elevations -Upstream and Downstream [8J Structure Invert Elevations -Upstream and Downstream [8J Stream Invert Elevations -Upstream and Downstream [8J Skew Angle [8J Cross-Section Locations [8J Distances Between Cross Sections 0 Erosion Protection 3. SEDIMENT TRANSPORT CONSIDERATIONS If there is any indication from historical records that sediment transport (including scour and deposition) can affect the 1 00- year (base flood) water-surface elevations; and/or based on the stream geomorphology, vegetative cover, development of the watershed and bank conditions, there is a potential for debris and sediment transport (including sewer and deposition) to affect the base flood elevations, then provide the following information (Check the box if provided): 0 Estimated sediment load 0 Method used to estimate sediment transport 0 Method used to estimate scour and/or deposition 0 Method used to revise hydraulic or hydrologic analysis (model) to account for sediment transport FEMA Form 81-89F Bridge/Culvert Form MT-2 Form 7 Page 2 of 2 FEDERAL EMERGENCY MANAGEMENT AGENCY I O.M .B. Burden No. 3067-0148 BRIDGE/CULVERT Exoires Aoril 30, 2001 PUBLIC BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 2 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form . Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington, DC 20472; and to the Office of Manage- ment and Budget, Paperwork Reduction Project (3067-0148), Washinoton, DC 20503. You are not required to respond to this collection of information unless a valid OMB Control Number is displayed in the upper right corner of this form. Community Name: City of College Station and Brazos County, Texas Flooding Source: Lick Creek Project Name/Identifier: Lick Creek Re-study and Extension 1. IDENTIFIER 1. Name of structure (roadway, railroad, etc.): Longmire Drive culvert of South Fork Bridge #5 2. Location of bridge/culvert along flooding source (in terms of stream distance or cross-section identifier): cross-section 35 + 67 on South Fork Main 3. This revision reflects (check one of the following): [8J New bridge/culvert not modeled in the FIS D Modified bridge/culvert previously modeled in the FIS D New analysis of bridge/culvert previously modeled in the FIS 4 . Hydraulic model used to analyze the structure (e.g., HEC-2 with special bridge routine, WSPRO, HYBJ HEC-RAS If different than hydraulic analysis for the flooding source, justify why the hydraulic analysis used for the flooding source could not analyze the structure(s). (Attach justification) Justification attached D Yes D No [8J N/A I PLEASE REFER TO THE INSTRUCTIONS FOR THE APPROPRIATE MAILING ADDRESS FEMA Form 81-89F Bridge/Culvert Form MT-2 Form 7 Page 1 of 2 I 2. DRAWING CHECKLIST Attach plans of the structure(s) certified by a registered professional engineer. The plan detail and information should include the following (check the boxes if the information has been provided): ~ Dimensions (height, width, span, radius, length) ~ Shape (culverts only) ~ Material D Beveling or Rounding D Wing Wall Angle ~ Low Chord Elevations -Upstream and Downstream ~ Top of Road Elevations -Upstream and Downstream ~ Structure Invert Elevations -Upstream and Downstream ~ Stream Invert Elevations -Upstream and Downstream ~ Skew Angle ~ Cross-Section Locations ~ Distances Between Cross Sections D Erosion Protection 3. SEDIMENT TRANSPORT CONSIDERATIONS If there is any indication from historical records that sediment transport (including scour and deposition) can affect the 1 00- year (base flood) water-surface elevations; and/or based on the stream geomorphology, vegetative cover, development of the watershed and bank conditions, there is a potential for debris and sediment transport (including sewer and deposition) to affect the base flood elevations, then provide the following information (Check the box if provided): D Estimated sediment load D Method used to estimate sediment transport D Method used to estimate scour and/or deposition D Method used to revise hydraulic or hydrologic analysis (model) to account for sediment transport FEMA Form 81 -89F Bridge/Culvert Form MT-2 Form 7 Page 2 of 2 I FEDERAL EMERGENCY MANAGEMENT AGENCY I O.M.B. Burden No. 3067-0148 BRIDGE/CULVERT Expires April 30, 2001 PUBLIC BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 2 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington, DC 20472; and to the Office of Manage- ment and Budget, Paperwork Reduction Project (3067-0148), WashinQton, DC 20503. You are not required to respond to this collection of information unless a valid OMB Control Number is displayed in the upper right corner of this form. Community Name: City of College Station and Brazos County, Texas Flooding Source: Lick Creek Project Name/Identifier: Lick Creek Re-study and Extension 1 . IDENTIFIER 1. Name of structure (roadway, railroad, etc.): Alexandira Avenue culvert of South Fork Bridge #6 2. Location of bridge/culvert along flooding source (in terms of stream distance or cross-section identifier): cross-section 67 + 30 on South Fork Main 3 . This revision reflects (check one of the following): ~ New bridge/culvert not modeled in the FIS D Modified bridge/culvert previously modeled in the FIS D New analysis of bridge/culvert previously modeled in the FIS 4 . Hydraulic model used to analyze the structure (e.g., HEC-2 with special bridge routine, WSPRO, HYBJ HEC-RAS If different than hydraulic analysis for the flooding source, justify why the hydraulic analysis used for the flooding source could not analyze the structure(s). (Attach justification) Justification attached D Yes D No ~ N/A PLEASE REFER TO THE INSTRUCTIONS FOR THE APPROPRIATE MAILING ADDRESS FEMA Form 81 -89F Bridge/Culvert Form MT-2 Form 7 Page 1 of 2 I 2. DRAWING CHECKLIST Attach plans of the structure(s) certified by a registered professional engineer. The plan detail and information should include the following (check the boxes if the information has been provided): [8J Dimensions (height, width, span, radius, length) [8J Shape (culverts only) [8J Material D Beveling or Rounding D Wing Wall Angle [8J Low Chord Elevations -Upstream and Downstream [8J Top of Road Elevations -Upstream and Downstream [8J Structure Invert Elevations -Upstream and ' Downstream [8J Stream Invert Elevations -Upstream and Downstream [8J Skew Angle [8J Cross-Section Locations [8J Distances Between Cross Sections D Erosion Protection 3. SEDIMENT TRANSPORT CONSIDERATIONS If there is any indication from historical records that sediment transport (including scour and deposition) can affect the 1 00- year (base flood) water-surface elevations; and/or based on the stream geomorphology, vegetative cover, development of the watershed and bank conditions, there is a potential for debris and sediment transport (including sewer and deposition) to affect the base flood elevations, then provide the following information (Check the box if provided): D Estimated sediment load D Method used to estimate sediment transport D Method used to estimate scour and/or deposition D Method used to revise hydraulic or hydrologic analysis (model) to account for sediment transport FEMA Form 81-89F Bridge/Culvert Form MT-2 Form 7 Page 2 of 2 FEDERAL EMERGENCY MANAGEMENT AGENCY I 0.M.B. Burden No. 3067-0148 BRIDGE/CULVERT Expires April 30, 2001 PUBLIC BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 2 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington, DC 20472; and to the Office of Manage- ment and Budget, Paperwork Reduction Project (3067-0148), Washington, DC 20503. You are not required to respond to this collection of information unless a valid OMB Control Number is displayed in the upper right corner of this form. Community Name: City of College Station and Brazos County, Texas Flooding Source: Lick Creek Project Name/Identifier: Lick Creek Re-study and Extension 1 . IDENTIFIER 1. Name of structure (roadway, railroad, etc.): Westfield Pedestrian Crossing culvert of South Fork Bridge #7 2 . Location of bridge/culvert along flooding source (in terms of stream distance or cross-section identifier): cross-section on South Fork, Westfield reach 3. This revision reflects (check one of the following): ~ New bridge/culvert not modeled in the FIS 0 Modified bridge/culvert previously modeled in the FIS 0 New analysis of bridge/culvert previously modeled in the FIS 4. Hydraulic model used to analyze the structure (e.g., HEC-2 with special bridge routine, WSPRO, HYBJ HEC-RAS If different than hydraulic analysis for the flooding source, justify why the hydraulic analysis used for the flooding source could not analyze the structure(s). (Attach justification) Justification attached 0 Yes 0 No ~ N/A I PLEASE REFER TO THE INSTRUCTIONS FOR THE APPROPRIATE MAILING ADDRESS FEMA Form 81 -89F Bridge/Culvert Form MT-2 Form 7 Page 1 of 2 I 2. DRAWING CHECKLIST Attach plans of the structure(s) certified by a registered professional engineer. The plan detail and information should include the following (check the boxes if the information has been provided): ~ Dimensions (height, width, span, radius, length) ~ Shape (culverts only) ~ Material 0 Beveling or Rounding 0 Wing Wall Angle ~ Low Chord Elevations -Upstream and Downstream ~ Top of Road Elevations -Upstream and Downstream ~ Structure Invert Elevations -Upstream and Downstream ~ Stream Invert Elevations -Upstream and Downstream ~ Skew Angle ~ Cross-Section Locations ~ Distances Between Cross Sections 0 Erosion Protection 3. SEDIMENT TRANSPORT CONSIDERATIONS If there is any indication from historical records that sediment transport (including scour and deposition) can affect the 1 00- year (base flood) water-surface elevations; and/or based on the stream geomorphology, vegetative cover, development of the watershed and bank conditions, there is a potential for debris and sediment transport (including sewer and deposition) to affect the base flood elevations, then provide the following information (Check the box if provided): 0 Estimated sediment load 0 Method used to estimate sediment transport 0 Method used to estimate scour and/or deposition 0 Method used to revise hydraulic or hydrologic analysis (model) to account for sediment transport FEMA Form 81 -89F Bridge/Culvert Form MT-2 Form 7 Page 2 of 2 3.0 HYDROLOGIC ANALYSIS As previously discussed in Section 1.2, it was decided that a new hydrologic model should be utilized in place of the existing Nu-Dallas Model. This new hydrologic analysis of the Lick Creek watershed uses the U.S. Anny Corps of Engineers HEC-1 computer program in accordance with the City of College Station Drainage Policy and Design Standards (DP/DS). This model is further described in this section. 3.1 Rainfall Distribution The rainfall depth data obtained from the DP/DS are based on isohyetal charts found in the National Weather Service's Technical Paper 40 (TP-40). Table 3.1 contains the rainfall depths for different frequency events. Table 3.1 24-Hour Rainfall Depths for Selected Storm Return Periods Storm Return Period 24 Hour Rainfall Depth (yrs) (in) 2 4.5 5 6.2 10 7.4 25 8.8 50 9.8 100 11.0 Rainfall distribution was modeled using the SCS Type III rainfall ratios which were developed for areas of the United States east of the Cascade and Sierra Nevada Mountains. This distribution assumes the greatest 30-minute depth to occur at approximately the middle of the 24-hour period. 3.2 Infiltration Loss Rate Infiltration loss is the quantity of rainfall expected to be absorbed into the soil throughout the duration of the runoff. The precipitation losses due to infiltration and land surface interception are dependent on factors such as rainfall volume, rainfall density, antecedent soil moisture, depression storage, interception, infiltration and evaporation. In tum, these factors are dependent on soil type, land use, vegetative cover, topography and time of year. For this re-study, the Soil Conservation Service (SCS) Curve Number method was used to determine the infiltration losses. The U.S. Department of Agriculture -Soil Conservation Service, has instituted a soil classification system for use in soil survey maps across the country. Based on experimentation and experience, the Lick Creek Flood Insurance Re-Study July 2000 Page 28 agency has related drainage characteristics of the soil groups to a Curve Number, CN, as a function of soil cover, land use type and antecedent moisture conditions. Precipitation loss is calculated in HEC-1 based on user supplied CN values and initial abstraction estimates. Initial abstraction (IA) is the surface moisture storage capacity at the beginning of the storm event, in inches. Values for CN and IA are related to a total runoff depth for a storm by the following equations: and: In which: Q= (P-IA)2 (P-IA+S) S= 1000 -lO CN CN SCS Curve Number, percent of runoff IA initial abstraction Q accumulated excess (runoff) in inches P accumulated rainfall depth in inches S soil moisture storage deficit (maximum retention) available at the beginning of the storm, in inches If a value of zero (0) is entered for IA in the HEC-1 model, a default value is computed as: IA=0.2S This relationship is based on empirical evidence established by the SCS. Since the SCS method gives total excess rainfall for a storm event, the incremental excess (the difference between rainfall and precipitation loss for a time period) is computed as the difference between the accumulated excess at the end of the current period and the accumulated excess at the end of the previous period. The SCS soil classifications and hydrologic soil groups used to determine CN are further discussed in Section 3.4. 3.3 Watershed Sub-areas The Lick Creek watershed was divided into the sub-areas shown in Appendix 6. Subareas were determined using City of College Station aerial topography maps. Topographic data was obtained by photogrammetric methods from aerial photographs taken February and March 1994 using the following datum: • North American Datum, 1983 Adjustment Lick Creek Flood Insurance Re-Study July 2000 Page 29 • Texas State Plane Coordinate System, Central Zone • National Geodetic Vertical 1929 Mean Sea Level Datum Sub-areas for Spring Creek were taken directly from LOMR case number 99-06-1336R. These areas are shown in Appendix 7. 3.4 Watershed Characteristics The City DP/DS requires the use of the SCS Dimensionless Unit Hydrograph option in HEC-1 to determine the rainfall runoff. Input data for this method consists of a single parameter, TLag, which is equal to the lag time, in hours, between the center of mass of excess rainfall and the peak of the unit hydrograph. T Lag is computed using the SCS Curve Number Method as published in the National Engineering Handbook Section 4 (NEH-4). The SCS Curve Number Method uses the following equation to estimate lag times: Where T Lag L y s Los (S+1)°"7 (1900)Y 0·5 basin lag time hydraulic length in feet the watershed slope in percent maximum retention as described in Section 3.2 As previously discussed in Section 1.2, the Soil Conservation Service Soil Survey for Brazos County dated 1958 and the draft Natural Resource Conservation Service Soil Survey for Brazos County, due to be published next year, were reviewed by City staff. These documents clearly show that the predominate hydrologic soil classification of the watershed area is Group D. Appendix 1 contains the 1958 and Draft 200lcountywide soil survey maps with an overlay of the drainage basins. Also included in this exhibit is the detailed soil map from the draft soil survey for the majority of the study area. These Group D soils consist of soils having very slow infiltration rates when thoroughly wetted. They consist chiefly of clay soils with high swelling potential, a permanent high water table, clay pan or clay layer at or near the surface, shallow soils over nearly impervious material, and certain saline soils. These soils have very low infiltration rates. The weighted CN for each sub-area was calculated using the land-use CN for Group D soils with antecedent soil condition II. CN and lag time computations for each subarea are shown in Appendix 8 & 9. Table 3 .2 summarizes these values for each area. Lick Creek Flood Insurance Re-Study July 2000 Page 30 Table 3.2 Watershed Characteristics Summary Suh-Arca Name Drainage Arca CN T(Lag) (sq-mi) (hrs) NF.I 0.2941 89.8 0.67 NF.2 0.3343 87.7 1.17 NF.3 0.3931 94.0 0.91 NF.4 0.2195 91.9 1.16 SF.l 0.5610 88.l 0.64 SF.2 0.2927 87.8 0.77 SF.3 0.4175 87.4 1.33 SF.4 0.2080 91.9 1.05 LM.1 0.9642 83.1 2.56 LM.2 0.7490 83 .8 1.78 LM.3 1.1478 87.0 1.91 LM.4 0.6198 75 .0 2.45 LM.5 1.5620 75 .0 3.52 AL.1 2.1493 84.0 2.08 AL.2 0.7863 75 .0 2.34 AL.3 1.5539 75.0 1.85 ACl.l 0.8551 90.5 1.56 Note --Spring Creek data from LOMR case number 99-06-1336P 3.5 Channel Rou ting Flow routing (or reach routing) in the HEC-1 model uses the eight-point cross-section option of the Muskingum-Cunge channel routing method. The City DP/DS states that the "normal depth" option should be used. At the time the DP/DS was published, the Muskingum-Cunge method was not available in HEC-1. Today, this method has "largely eliminated the need for kinematic wave and normal depth storage routing." The Muskingum-Cunge method requires nearly the identical information with the exception of no longer requiring the number of routing steps. As such, normal depth channel routing is no longer supported, nor is it expected to be in the future, within the next generation software package HEC-Hydrologic Modeling System (HEC-HMS); the replacement for HEC-1. Lick Creek Flood Insurance Re-Study July 2000 Page 31 3.6 HEC-1 Results The final HEC-1 Model is included as Appendix 10. Results from this hydrologic re-study are summarized below in Table 3.3. As can be seen from Table 3.3, the HEC-1 resultant flows are similar to the flows reported in the existing FIS. Flows are generally slightly less than the existing FIS in the upper reaches of Lick Creek, and slightly more in the lower reaches of Lick Creek. All flows are within ten percent of the existing FIS. However, this study includes additional flow point locations in the upper branches. This model produces one uniform model for the entire drainage basin, and we therefore request that it be used to replace the existing FIS Study. Table 3.3 Summary of HEC-1 Results Main Branch At Co orate Limits 16.01 12,73 0 11,500 10.06 9, 161 7,900 At Greens Prairie Road 8.29 9,153 8,300 U stream of S rin Creek 4.43 5,324 4,500 8,000 Feet U stream of Green Prairie Rd 3.68 4,905 4,900 At Confluence of North & South Forks 2.72 4,589 4,900 North Fork 6 1.24 2,301 2,500 1.02 1,980 n/a 0.63 1,201 n/a At Victoria Ave 0.29 677 n/a South Fork 6 1.48 2,297 n/a 1.27 2,025 n/a At Alexandria Ave 0.85 1,352 n/a At Westfield Drive 0.56 990 n/a Lick Creek Flood Insurance Re-Study July 2000 Page 32 4.0 FLOODPLAIN ANALYSIS 4.1 Hydraulic Analysis As previously discussed in Section 1.6, this hydraulic model is a geometric composition of the FEMA effective model and several other existing models used to map floodplains surrounding approximate "A" flood zones for subdivision development. New base flood elevations along the Lick Creek study reach were computed using the U.S. Army Corps of Engineers HEC-RAS computer program. HEC-RAS was developed as a part of the Hydro logic Engineering Center's "Next Generation" of hydro logic engineering software. The HEC- RAS program will ultimately be able to analyze steady flow water surface profiles, unsteady flow simulations and movable boundary sediment transport computations. However, the current version only supports Steady Flow water surface profile calculations, like HEC-2 but with some major differences. HEC-RAS is a completely new program. None of the hydraulic routines from HEC-2 were used in HEC-RAS. Even though both programs compute one-dimensional water surface profiles, the results may differ. For example, the default method in HEC-RAS computes overbank conveyance by subdividing flow in the overbank areas using the input locations where n-values change. The program sums the incremental conveyances in the overbanks to obtain a conveyance for the left overbank and the right overbank. The method used in HEC-2 is to calculate conveyance between every coordinate point in the overbanks. The conveyance is then summed to get the total left overbank and right overbank values. The two methods for computing conveyance will produce different results whenever portions of the overbanks have ground sections with significant vertical slopes. In general, the HEC-RAS default approach will provide a lower total conveyance for the same water surface elevation. The current version of HEC-RAS can calculate water surface profiles for steady, gradually varied flow. The system can handle a full network of channels, dendritic systems, or a single river reach. Subcritical, supercritical and mixed flow regime water surface profiles can be modeled. The basic computational procedure is based on the solution of the one-dimensional energy equation. Energy losses are evaluated by friction (Manning's equation) and contraction/expansion (coefficient multiplied by the change in velocity head). The momentum equation is used in situations where flow is rapidly varied such as hydraulic jumps, bridge hydraulics and stream junctions. In HEC-RAS either the energy equation or the momentum equation can model a junction. The energy equation does not take into account the angle of the branch entering or exiting, while the momentum equation does. Normally, the amount of energy lost due to the angle of the tributary is insignificant. For this re-study, all junctions were modeled using the energy equation. 4.2 Duplicate Effective Model A paper copy of the FEMA Effective Model was received from Michael Baker, Jr., Inc. A copy of the effective model is included in Appendix 11. Using this paper copy, a HEC-2 Duplicate Effective Model was created and results from this model were compared to the Effective Model. The Duplicate Effective Model is contained in Appendix 12. A comparison of the FEMA Effective Model and the Lick Creek Flood Insurance Re-Study July 2000 Page 33 HEC-2 Duplicate Effective Model matched water surface elevations within one inch as shown in Appendix 13 . Due to legibility of the paper copy, closer matches could not be obtained. 4.3 Corrected Effective Model The HEC-2 Duplicate Effective Model was then imported into HEC-RAS using the import sub- routine. Bridges were re-coded to match the HEC-2 study, as required. This "Corrected" HEC-RAS Duplicate Effective Model is contained in Appendix 14. The "Corrected" HEC-RAS Duplicate Effective Model was run and compared to the Effective Model as also shown in Appendix 13. The corrected model produced results within nine (9) inches of the FEMA Effective Model, with most cross-sections matching the Effective Model with an increase of less than six (6) inches. 4.4 Existing or Pre-Project Conditions Model No changes between the Corrected Effective Model and the Existing Conditions Model are proposed. Therefore. an Existing or Pre-Project Conditions Model is not being submitted. 4.5 Revised or Post-Project Conditions Model The purpose of the Revised Model is to extend this re-study upstream along the North Fork of Lick Creek, to provide a detailed study of the South Fork of Lick Creek, and to include the new hydrology data. To create this model, the "Corrected" Duplicate Effective Model was used as the base model. A junction was added between cross-sections 586+00 and 599+00 at the confluence of the North and South Forks of Lick Creek. 4.5.1 Extension of North Fork The HEC-RAS geometry data of the as-built model of the Graham Road Rehabilitation Study was reviewed for accuracy and omissions. Upon completion of this review, it was imported directly into the revised model and connected at the upstream limits of the effective study. This section includes the culvert crossings of State Highway 6 and of Graham Road. As-built bridge plans of these crossings are contained in Appendices 15A and 15B. Original cross-sectional data in this model was obtained from 1994 City of College Station aerial topography unless otherwise noted. City staff extended the study to the Park Meadows Development by adding ten additional cross- sections upstream of the limits of the Graham Road study. This cross-sectional data was obtained from 1994 City of College Station aerial topography. This stream section includes the City of College Station Utility Customer Service Center driveway culvert. No as-built plans exist of this driveway, however, construction plans are included in Appendix l 5C. 4.5.2 Creation of South Fork City staff has added one new cross-section ( 10+60) between the downstream confluence junction and the Alexandria studies. 1994 City of College Station aerial topographic data was used to create this additional cross-section. Lick Creek Flood Insurance Re-Study July 2000 Page 34 The HEC-RAS geometry data from the Alexandria Subdivision floodplain study was reviewed for accuracy and omissions. The coding of the low cord of the roadway deck for the State Highway 6 crossing of the South Fork was corrected. All cross-sections within the Alexandria study were re- numbered by adding a distance of 19+50 to each cross-section to denote the actual distance upstream of the confluence. Cross-sectional data for the Alexandria study was obtained from 1994 City of College Station aerial topography unless otherwise noted. Along with these corrections, the geometry file from the Alexandria study was imported into the base model. This segment includes the culvert crossings of State Highway 6, Longmire Drive, and Alexandria Avenue. As-built construction plans for these roadway crossings are included in Appendices 15D, 15E, and 15F. One additional new cross-section (90+88) was added between the Alexandria and Westfield floodplain studies. 1994 City of College Station aerial topographic data was used to create this additional cross- section. The HEC-2 file for the Westfield floodplain study was imported by City staff into HEC-RAS. The imported model was run and the results compared with the Westfield study. This section included the proposed (permitted) pedestrian bridge aligned with Westfield Drive. Manning's roughness coefficients were adjusted to values that appear more representative of the study reach. Cross-sectional data for the Alexandria study was obtained from 1994 City of College Station aerial topography. 4.5.3 Review, Adjustment, and Insertion of New Hydrology into Proposed Model The new study sections were reviewed and adjusted to bring uniformity to the Manning's roughness coefficients along the different stream segments. Manning's "n" values for the channels and overbanks were determined through field observation and examination of photogrammetric maps. The "n" values ranged from 0.04 to 0.07 for the channels to 0.06 to 0.09 for the overbanks with some variations near bridges. The roughness values from the Effective Model were also reviewed. No adjustment was deemed necessary. Pictures of the all bridge crossing are contained in Appendix 16. New hydrologic data from Section 3.6 were coded into the model to complete the hydraulic element of the re-study. To finalize the model, a new starting water surface condition was coded to reflect the backwater conditions of the Navasota River as recorded in the current FIS. 4.6 Model Results and Comparison The final proposed conditions model is included in Appendix 17. The results of the computed 100- year water surface elevations for Lick Creek are shown in Appendix 13 and Table 4.1. Due to the coding of the backwater effect from the Navasota River, rather than using the slope/area method, the water surface elevation up to cross-section 201 +85 was increased within the model. However, the backwater effect is taken into account within the FIRM and therefore will not increase the base flood elevation (BFE) by more than one ( l) foot. From cross-section 207+90 to 459+80 the new BFE matches the current BFE within one (1) foot. This change is generally caused by computational differences between HEC-2 and HEC-RAS. Lick Creek Flood Insurance Re-Study July 2000 Page 35 From cross-section 459+80 to 497+3 0, flow rates are reduced within the model. As such, base flo od elevations decrease by approximately one ( 1) foot. Between cross-sections 504+64 and 599+00, base flood elevations increase by less than one-half (112) foot. Base Flood Elevations decrease by less than one (1) fo ot for cro ss-sections 612+00 and 627+ 20 as a result of reductions of flows. For the remainder of the North Fork and all of the South Fork of Lick Creek the new base flood elevations match generally within one fo ot of the small li mited studies previously conducted. These variations are a result of the changes in fl ow rates and starting water surface conditions. Table 4.1 Results and Comparison of Water Surface Elevations to Effective FIS Main Branch 8750 194.97 205.00 10.03 Main Branch 10815 197.22 205.03 7.81 Main Branch 12880 199.42 205.10 5.68 Main Branch 13856 199.63 205.12 5.49 Main Branch 13857 199.56 205.11 5.55 Main Branch 13904 199.63 205.11 5.48 Main Branch 13905 199.88 205.12 5.24 Main Branch 14280 199.98 205.14 5.16 Main Branch 14780 200.11 205.15 5.04 Main Branch 15280 200.33 205.18 4.85 Main Branch 15780 200.82 205.22 4.40 Main Branch 16280 201 .61 205.27 3.66 Main Branch 17930 203.64 205.58 1.94 Main Branch 19580 205.21 206.12 0.91 Main Branch 20185 206.04 206.56 0.52 Main Branch 20790 207.42 207.64 0.22 Main Branch 22640 209.97 210.14 0.17 Main Branch 24490 212.02 212.29 0.27 Main Branch 26340 214.09 214.40 0.31 Main Branch 27210 215.00 215.32 0.32 Main Branch 28080 215.72 216.07 0.35 Lick Creek Flood Insurance Re-Study July 2000 Page 36 Main Branch 28690 216.15 216.53 0.38 Main Branch 29300 217.09 217.45 0.36 Main Branch 29910 218.42 218.74 0.32 Main Branch 30520 219.78 219.92 0.14 Main Branch 31130 220.81 220.83 0.02 Main Branch 31744 221 .66 222.11 0.45 Main Branch 32358 223.22 223.86 0.64 Main Branch 32972 224.45 225.13 0.68 Main Branch 33586 225.52 226.28 0.76 Main Branch 34200 226.51 227.30 0.79 Main Branch 35280 227.11 227.93 0.82 Main Branch 35446 227.15 227 .96 0.81 Main Branch 35612 227.19 228.01 0.82 Main Branch 35778 227.24 228.06 0.82 Main Branch 35944 227.30 228.13 0.83 Main Branch 36110 227.38 228.21 0.83 Main Branch 36276 227.48 228.31 0.83 Main Branch 36442 227.60 228.43 0.83 Main Branch 36608 227.75 228.58 0.83 Main Branch 36774 227.95 228.75 0.80 Main Branch 36940 228.19 228.97 0.78 Main Branch 37106 228.46 229.22 0.76 Main Branch 37272 228.79 229.52 0.73 Main Branch 37438 229.16 229.89 0.73 Main Branch 37604 229.56 230.24 0.68 Main Branch 37770 229.99 230.63 0.64 Main Branch 37936 230.42 231 .02 0.60 Main Branch 38012 230.84 231.41 0.57 Ma in Branch 38268 231 .26 231 .80 0.54 Ma in Branch 38434 231.66 232.18 0.52 Ma in Branch 38600 232.06 232.55 0.49 Main Branch 39222 233.75 234.20 0.45 Main Branch 39844 235.20 235.65 0.45 Main Branch 40466 236.58 237.03 0.45 Main Branch 41088 237.91 238.37 0.46 Main Branch 41710 239.26 239.70 0.44 Main Branch 42440 241 .34 241 .68 0.34 Ma in Branch 42539 241 .81 242.22 0.41 Ma in Branch 42540 241 .75 242.24 0.49 Main Branch 42584 242.15 242.54 0.39 Main Branch 42680 243.46 243.99 0.53 Main Branch 43850 243.63 244.18 0.55 Lick Creek Flood Insurance Re-Study July 2000 Page 37 Main Branch 45020 244.87 245.01 0.14 Main Branch 45980 246.89 245.84 -1.05 Main Branch 46940 250.43 249.26 -1.17 Main Branch 47900 251 .79 250.63 -1.16 Main Branch 48510 252.53 251 .37 -1.16 Main Branch 49120 253.69 252.57 -1.12 Main Branch 49730 254.43 253.72 -0.71 Main Branch 50464 254.92 255.21 0.29 Main Branch 51198 256.54 257.37 0.83 Main Branch 51932 258.69 259.38 0.69 Main Branch 52666 260.71 261 .30 0.59 Main Branch 53400 262.51 263.09 0.58 Main Branch 54700 265.26 265.73 0.47 Main Branch 56000 267.27 267.68 0.41 Main Branch 57300 269.07 269.50 0.43 Main Branch 58600 270.66 271.12 0.46 North Fork 59900 272.19 272.36 0.17 North Fork 61200 273.87 273.05 -0.82 North Fork 61960 274.90 274.11 -0.79 North Fork 62720 276.49 276.68 0.19 North Fork 62721 n/a 276.60 North Fork 63220 n/a 278.62 North Fork 63470 n/a 280.32 North Fork 63770 n/a 282.26 North Fork 63870 n/a 282.44 North Fork 63920 n/a 282.29 North Fork 64395 n/a 284.57 North Fork 64500 n/a 284.89 North Fork 64800 n/a 285.25 North Fork 65050 n/a 285.92 North Fork 65250 n/a 286.80 North Fork 65500 n/a 287.41 North Fork 65700 n/a 287.97 North Fork 65950 n/a 288.31 North Fork 65969 n/a 288.59 North Fork 65970 n/a 288.59 North Fork 65980 n/a 288.59 North Fork 66000 n/a 288.43 North Fork 66075 n/a 288.92 North Fork 66090 n/a 289.15 North Fork 66105 n/a 289.10 Lick Creek Flood Insurance Re-Study July 2000 Page 38 North Fork 66150 n/a 289.06 North Fork 66215 n/a 289.19 North Fork 66216 n/a 289.23 North Fork 66300 n/a 289.40 North Fork 66550 n/a 290.01 North Fork 66850 n/a 290.81 North Fork 66940 n/a 290.99 North Fork 66970 n/a 291.17 North Fork 66980 n/a 291.21 North Fork 67050 n/a 292.02 North Fork 67060 n/a 292.01 North Fork 67075 n/a 292.03 North Fork 67300 n/a 292.24 North Fork 67680 n/a 292.99 North Fork 68025 n/a 293.60 North Fork 68410 n/a 294.20 North Fork 68770 n/a 294.66 South Fork 1060 n/a 272.43 South Fork 2050 n/a 272.99 South Fork 2210 n/a 272.82 South Fork 2540 n/a 273.89 South Fork 2560 n/a 274.3 South Fork 2880 n/a 274.67 South Fork 3200 n/a 275.26 South Fork 3410 n/a 275.96 South Fork 3467 n/a 276.02 South Fork 3520 n/a 275.96 South Fork 3538 n/a 275.64 South Fork 3596 n/a 277.25 South Fork 3610 n/a 277.35 South Fork 3665 n/a 277.32 South Fork 3860 n/a 277.52 South Fork 4310 n/a 279.25 South Fork 4580 n/a 280.02 South Fork 4810 n/a 280.40 South Fork 4930 n/a 280.58 South Fork 5050 n/a 280.93 South Fork 5200 n/a 281.51 South Fork 5320 n/a 281.8 South Fork 5616 n/a 282.19 South Fork 5827 n/a 282.42 Lick Creek Flood Insurance Re-Study July 2000 Page 39 Reach Cross-Section 1988 FIS 2000 FIR-s Change in WSel South Fork 5943 n/a 282.81 South Fork 6050 n/a 283.12 South Fork 6175 n/a 283.63 South Fork 6266 n/a 283.7 South Fork 6423 n/a 283.78 South Fork 6612 n/a 284.06 South Fork 6632 n/a 284.11 South Fork 6675 n/a 283.37 South Fork 6698 n/a 283.79 South Fork 6784 n/a 287.13 South Fork 6825 n/a 287.26 South Fork 7137 n/a 287.31 South Fork 7435 n/a 287.41 South Fork 7612 n/a 287.51 South Fork 7815 n/a 287.67 South Fork 7993 n/a 287.78 South Fork 8354 n/a 287.93 South Fork 8750 n/a 288.21 South Fork 9088 n/a 288.67 South Fork 9343 n/a 288.92 South Fork 9458 n/a 289.03 South Fork 9568 n/a 289.18 South Fork 9688 n/a 289.95 South Fork 10018 n/a 291.12 South Fork 10058 n/a 290.87 South Fork 10138 n/a 292.20 South Fork 10208 n/a 291.70 South Fork 10338 n/a 293.25 South Fork 10518 n/a 293.85 South Fork 10628 n/a 294.21 South Fork 10758 n/a 294.41 South Fork 10978 n/a 295.96 South Fork 11228 n/a 297.53 Lick Creek Flood Insurance Re-Study July 2000 Page 40 6.0 Need for Additional Studies An additional study of the Alum Creek Watershed and floodplain is needed prior to any substantial development of Pebble Creek or other developments near the floodplain. This is primarily needed due to the undefined flat topography of the lower end of this watershed. Additional refinement of the floodplain boundary is needed in the lower end of the Lick Creek Basin. No newer topography exists than what was used to create the existing FEMA. As a result the floodplain boundary was not revised in this lower section. That topography was USGS 10-foot contour Quarter Quads, which is generally inadequate for these flat wooded areas. A LOMR should be submitted at the time the Brazos Valley Land Fill completes the channel re- alignment upstream of Greens Prairie Road. This work was permitted under a FEMA CLOMR 95-06- l 60R. Based upon field observations, this work is nearing completion. Updates will be needed as development continues in the area of the watershed between State Highway 6 and Greens Prairie Road. Lick Creek Flood Insurance Re-Study July 2000 Page 43 7.0 Conclusions This study updates the existing floodplain shown on the Flood Insurance Rate Map for the Lick Creek Watershed in Brazos County. Generally the flood plain increases by less than one foot as a result of this study. The study also extends the Flood Hazard Boundary upstream into an area of rapid development. This extension will assist in ensuring that that adjacent property owners are aware of the hazards of flooding in this area. The flood hazard boundary is rectified by this study to more detailed topography currently being used by the City of College Station. It also imports a unified Hydraulics model into the latest computer model, HEC-RAS 2.2 and a unified hydrology model into HEC-1. This HEC-1 model is compatible with the latest model, HEC-HMS 2.0, and can be imported into that program. This program was not used due to limited ability to produce output data. Lick Creek Flood Insurance Re-Study July 2000 Page 44 8.0 Bibliography Drainage, Water and Sewer Report of Alexandria Subdivision Phases One Through Five, McClure Engineering, November 1999 Drainage Report-Graham Road Rehabilitation Project, Robertson Consulting Engineers, April 2000 Hydrologic Analysis Study for a Portion of the South Fork Lick Creek Tributary through the Westfield Addition, Morrison Hydrology Engineering, Inc, October 1, 1999 Flood Insurance Study for Brazos County, Texas and Incorporated Areas, Federal Emergency Management Agency, Revised February 9, 2000 City of College Station Stormwater Design Policy and Design Standards, City of College Station, Revised through December 1997 National Engineering Handbook Section 4 -Hydrology, USDA SCS, March 1985 ProHEC-1 Users Manual and Program Reference, Dodson & Associates, Inc, April 1991 ProHEC-2 Users Manual and Program Reference, Dodson & Associates, Inc, April 1991 REC-River Analysis System Users Manual version 2.0, US Army Corps of Engineers Hydrologic Engineering Center, April 1997 REC-River Analysis System Hydraulic Reference Manual version 2.0, US Army Corps of Engineers Hydrologic Engineering Center, April 1997 Brazos County Soil Survey, UDSA Soil Conservation Service, May 1958 Brazos County Soil Survey, UDSA Natural Resource Conservation Service, Draft 2001 Lick Creek Flood Insurance Re-Study July 2000 Page 45 SECTION 1: INTRODUCTION SECTION 2: FEMA LOMR FORMS MT-2 Appendix 1: 1958 County Wide Soil Map USDA SCS Brazos County Soil Survey 2001 DRAFT USDA NRCS Brazos County Soil Survey 2001 DRAFT Detailed Map USDA NRCS Brazos County Soil Survey Appendix 2: Duplicate Effective Hydrology Model SWF-HYD Appendix 3: Corrected Effective Hydrology Model SWF-HYD (Assumed 40 % Sand) Appendix 4: Need to Re-Study Letters to Jack Quarles, PE Civil Engineer FEMA Region VI Appendix 5: Effective Flood Insurance Rate Map (FIRM) Panels 48041C0182C 07/02/92 48041C0201D 02/09/00 48041C0205D 02/09/00 Appendix 6: Drainage Area Map Proposed Hydrology Model HEC-1 Appendix 7: Spring Creek Support Information fromLOMR 99-06-1336P Proposed Hydrology Model HEC-1 Appendix 19: Proposed Floodplain Profiles COLLEGE STATION P. O. Box 9960 • 1101 Texas Avenue • College Station, TX 77842 Tel: 409 764 3500 Lick Creek Watershed Flood Insurance Re-study City of College Station, Texas 480083 Brazos County, Texas 481195 Request of Letter of Map Revision Case Number 00-06- Volume II July 2000 Prepared by: City of College Station, Development Engineering P.O. Box 9960 1101 Texas Avenue College Station, Texas 77842 Phone: (979) 764-3570 Fax: (979) 764-3496 Home of Texas A&M University Lick Creek Watershed Flood Insurance Re-study City of College Station, Texas 480083 Brazos County, Texas 481195 Request of Letter of Map Revision Case Number 00-06---- Volume II July 2000 Prepared by: City of College Station, Development Engineering P.O. Box 9960 1101 Texas Avenue College Station, Texas 77842 Phone: (979) 764-3570 Fax: (979) 764-3496 Volume II List of Appendixes Appendix 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Soil Maps Appendix 2..................................................... Duplicate Effective Hydrology Model Appendix 3.................................................... Corrected Effective Hydrology Model Appendix 4 ..................................................... Need to Re-study Letters Appendix 5............................................. . . . . . . . . Effective Flood Insurance Rate Map Appendix 6.................................................. ... New Hydrology Drainage Area Map Appendix 7..................................................... Spring Creek Support Information Appendix 8..................................................... CN Calculations Appendix 9..................................................... Lag Time Calculations Appendix 10 ..................................................... Proposed Hydrology Model HEC-1 Appendix 11 ..................................................... FEMA Effective HEC-2 Model Appendix 12 ..................................................... Duplicate Effective HEC-2 Model Appendix 13 ..................................................... Hydraulic Analysis Summary Table Appendix 14 ..................................................... "Corrected" Converted HEC-RAS Model Appendix 15A-F.... ........ ... ..... .... ..... ...... .. .... ...... Bridge Construction Plans Appendix 16 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Pictures of Existing Bridge Structures Appendix 17 ..................................................... Proposed HEC-RAS Model Appendix 18.................................................... Floodplain Work Maps Appendix 19 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Proposed Floodplain Profiles lil'"IT 'l"li'.X/t..~ L . .2 _J_ _L__ -·~1 ~· LEGE 0 _____ .,._. . ..... __ ,._,..,....,....,....,.._, I · I ---. ............ . ... ~ ... _, .._ .... 1vw••.CI lZJ ..__,_ . ...-... , 11>1.A : .. •:,..· ::. ... 1.--· ... ·~-l ... ~...,. ..... _....l . ..,.... ... _ ... _..,,~_ ---~-1958 County Wide Soil Map from the USDA SCS Brazos County Soil Survey Appendix IA Lick Creek /. i Z C -B ONVILLE-'Z fJ~CH , IJL _ u.: ~H :>J_ GI.ETON n .ROCKET'f-llENC HT.I\, 0 SPILLER-ROSA .K '-KllR E. • l'ATI0"1 -G-<.EDGE R Ll B RO ( 0-C ~n:- U 13 'HLE::SO l'r C SHlP5 ::ii\~ u - • <;.T •. Tl.l \-!K.AUfMA~ C F'.S'lf D C A n ;.:< Source is from MIAO data Compiled by USDA, SCS1 Ter 1pie Texas 199.;i Lick Creek Watershed Soil Map from the Draft USDA NRCS Brazos County Soil Survey Appendix lB 1 5 lickcrkf.dat PAGE 14 JUN 2000 -10:36:36 ======================================== BRAZOS COUNTY * LICK CREEK UPDATE 3/13/2000 SKIPOPTION -1 + SKIPOPTION -1 + SKIPOPTION -1 + SKIPOPTION -1 ******************************************************** OPTION 1 + OPTION 1 + OPTION 1 + OPTION 1 TITLED DATA BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 ENDO PT ION + ENDO PT ION + ENDOPTION + ENDO PT ION ******************************************************** * * * * * MEDLOCK'S CP 640 VALUE * ********************************************************* * DATA ROUTE PRINTOUT 8 8 8 8 8 8 3 8 8 COMBINE PRINTOUT 8 8 8 8 8 8 3 8 8 LOCAL PRINTOUT 8 8 8 8 8 8 3 8 8 100 YEAR RAINFALL 3.52 4.51 5.60 6.27 7.8 9.5 11.0 HYDR0-35 RAINFALL 1.15 2.18 1.95 4.25 UHG DATA IMPERVIOUSNESS PERCENT SAND DEBUG WRITE-UP = ON UHG DATA DISPLAY = ON COMPUTED PROBABILITY DISPLAY ON MODIFIED UHG DISPLAY = ON NO PRINTOUT OPTION 1 + OPTION 1 + OPTION 1 + OPTION 1 LOC 1 -LICK CREEK HEADWATERS ABOVE HWY 6 1.02 2.10 1.13 21.65 20 10 90 DISPLAY POINT DISCARD LOC 2 -LICK CREEK ABOVE TRIB LC-1 1.72 3.10 1.59 22.84 10 5 90 DISPLAY POINT 1 1 5 LOC 3 -TRIB LC-1 ABOVE LICK CREEK 1.53 2.64 1.43 18.18 20 10 90 PRINTOUT TITLED CONFLUENCE LICK CREEK BELOW TRIB LC-1 NO PRINTOUT lickcrkf.dat PAGE 14 JUN 2000 -10:36:36 ======================================== DISCARD LOC 4 -LICK CREEK ABOVE SPRING CREEK 4.43 4.94 3.25 18.11 5 2 90 DISPLAY POINT LOC 5 -SPRING CREEK ABOVE LICK CREEK 3.74 5.35 3.06 15.46 15 7 90 PRINTOUT TITLED CONFLUENCE LICK CREEK BELOW SPRING CREEK NO PRINTOUT DISCARD LOC 6 -LICK CREEK ABOVE ALUM CREEK 10.05 7.23 4.97 13.83 5 2 90 DISPLAY POINT LOC 7 -ALUM CREEK ABOVE TRIB AC-2 0.19 0.75 0.38 53.57 0 0 90 DISPLAY POINT LOC 8 -TRIB AC-2 ABOVE ALUM CREEK 0.17 0.66 0.36 40.82 0 0 90 PRINTOUT TITLED CONFLUENCE ALUM CREEK BELOW TRIN AC-2 NO PRINTOUT DISCARD LOC 9 -ALUM CREEK ABOVE AC-3 0.86 1.35 0.77 27.72 0 0 90 DISPLAY POINT LOC 10 -TRIB AC-3 ABOVE ALUM CREEK 0.98 1.92 1.06 36.81 10 5 90 PRINTOUT TITLED CONFLUENCE ALUM CREEK BELOW TRIB AC-3 NO PRINTOUT DISCARD LOC 11 -ALUM CREEK ABOVE TRIB AC-4 2.61 3.26 2.14 25.41 20 10 90 DISPLAY POINT DISCARD LOC 12 -ALUM CREEK ABOVE TRIB AC-1 3.08 3.64 2.36 22.71 15 7 90 DISPLAY POINT LOC 13 TRIB AC-1 ABOVE TRIB AC-lA 0.14 0.73 0.45 83.33 15 7 90 DISPLAY POINT LOC 14 -TRIB AC-lA ABOVE TRIB AC-1 0.13 0.63 0.39 76.59 15 7 90 PRINTOUT TITLED CONFLUENCE TRIB AC-1 BELOW TRIB AC-lA NO PRINTOUT 2 1 5 lickcrkf.dat PAGE 14 JUN 2000 -10:36:36 ======================================== DISCARD LOC 15 -TRIB AC-1 ABOVE 16 0.54 1.04 0.64 48.71 10 5 90 DISPLAY POINT DISCARD LOC 16 -TRIB AC-1 ABOVE ALUM CREEK 0.92 1.96 1.16 36.73 7 3 90 PRINTOUT TITLED CONFLUENCE ALUM CREEK BELOW TRIB AC-1 NO PRINTOUT DISCARD LOC 17 -ALUM CREEK ABOVE LICK CREEK 4.40 4.97 3.30 16.40 10 5 90 PRINTOUT TITLED CONFLUENCE LICK CREEK BELOW ALUM CREEK NO PRINTOUT DISCARD LOC 18 -LICK CREEK BELOW TRIB LC-2 16.50 8.22 4.72 12.66 5 3 90 DISPLAY POINT DISCARD LOC 19 -LICK CREEK BELOW ROAD "A" 18.28 9.67 4.89 11.31 0 0 90 DISPLAY POINT DISCARD LOC 20 -LICK CREEK ABOVE NAVASOTA RIVER 20.57 12.03 6.65 9.64 0 0 90 DISPLAY POINT ENDO PT ION ENDO PT ION ENDO PT ION ENDO PT ION 3 + + + 1 EXECUTED ON 14 JUN 2000 AT 10:3 6:36 BRAZOS COUNTY * LICK CREEK UPDATE 3/13/2000 SCHEMATIC DIAGRAM -OPTION 1 1 LOC 1 -LICK CREEK HEADWATERS ABOVE I \ HWY 6 < 1> \ I 2 LOC 2 -LICK CREEK ABOVE TRIB LC-1 I \ < 2> \ I 3 LOC 3 -TRIB LC-1 ABOVE LICK CREEK I \ 4 v < 3> \ I LICK CREEK BELOW TRIB LC-1 4<---------+ v 5 LOC 4 -LICK CREEK ABOVE SPRING I \ CREEK < 5> \ I 6 LOC 5 -SPRING CREEK ABOVE LICK I \ CREEK 7 v < 6> \ I LICK CREEK BELOW SPRING CREEK 7<---------+ v 8 LOC 6 -LICK CREEK ABOVE ALUM CREEK 9 10 11 12 13 I \ < 8> \ I LOC 7 < LOC ALUM LOC < LOC -ALUM CREEK ABOVE TRIB AC-2 I \ 9> \ I 8 -TRIB AC-2 ABOVE ALUM CREEK I \ < 10> \ I CREEK BELOW TRIN AC-2 v 11<---------+ v 9 -ALUM CREEK ABOVE AC-3 I \ 12> \ I 10 -TRIB AC-3 ABOVE ALUM CREEK 14 15 16 17 18 19 20 21 22 23 I \ < 13> \ I ALUM CREEK BELOW TRIB AC-3 v 14<---------+ v LOC 1-Y--ALUM CREEK ABOVE TRIB AC-4 I \ < 15> \ I LOC l~-ALUM CREEK ABOVE TRIB AC-1 I \ < 16> \ I LOC 13 TRIB AC-1 ABOVE TRIB AC-lA I \ < 17> \ I LOC 14 -TRIB AC-lA ABOVE TRIB AC-1 I \ < 18> \ I TRIB AC-1 BELOW TRIB AC-lA v 19<---------+ v LOC 15 -TRIB AC-1 ABOVE 16 I \ < 20> \ I LOC 16 -TRIB AC-Y-ABOVE ALUM CREEK I \ < 21> \ I ALUM CREEK BELOW TRIB AC-1 v 22<---------+ v LOC 1-::r--ALUM CREEK ABOVE LICK I \ CREEK 24 25 I < \ 26 I < \ v < 23> \ I LICK CREEK BELOW ALUM CREEK 24<---------+ v LOC 18 -LICK CREEK BELOW TRIB LC-2 \ 25> I LOC 19 -LICK CREEK BELOW ROAD "A" \ 26> I 27 LOC 20 -LICK CREEK ABOVE NAVASOTA I \ RIVER < 27> \ I 1 EXECUTED ON 14 JUN 2000 AT 10:36:37 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 COMPUTED PROBABILITY DISCHARGE OPTION 1 INDEX LOCATION DA-SQ.MI 100 YEAR NEW TRIB---------------------------------------- 3 LOC 3 -TRIB LC-1 ABOVE LICK CREEK 1. 53 NEW TRIB---------------------------------------- 6 LOC 5 -SPRING CREEK ABOVE LICK CREEK 3.74 NEW TRIB---------------------------------------- 10 LOC 8 -TRIB AC-2 ABOVE ALUM CREEK .17 NEW TRIB---------------------------------------- 13 LOC 10 -TRIB AC-3 ABOVE ALUM . 98 2452. 3907. 503. 1908. 1 CREEK NEW TRIB---------------------------------------- 18 LOC 14 -TRIB AC-lA ABOVE TRIB AC-1 .13 417. NEW TRIB---------------------------------------- 17 LOC 13 TRIB AC-1 ABOVE TRIB .14 430. AC-lA 19 TRIB AC-1 BELOW TRIB AC-lA .27 84 6. 20 LOC 15 -TRIB AC-1 ABOVE 16 .54 1369. 21 LOC 16 -TRIB AC-1 ABOVE ALUM . 92 1724. CREEK NEW TRIB---------------------------------------- 9 LOC 7 -ALUM CREEK ABOVE TRIB AC-2 . 19 558 . EXECUTED ON 14 JUN 2000 AT 10:36:37 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 COMPUTED PROBABILITY DISCHARGE OPTION 1 INDEX LOCATION DA-SQ.MI 100 YEAR 11 ALUM CREEK BELOW TRIN AC-2 .36 1059. 12 LOC 9 -ALUM CREEK ABOVE AC-3 . 86 1811 . 14 ALUM CREEK BELOW TRIB AC-3 1. 84 3585. 15 LOC 11 -ALUM CREEK ABOVE 2.61 3724. TRIB AC-4 16 LOC 12 -ALUM CREEK ABOVE 3.08 4014. TRIB AC-1 22 ALUM CREEK BELOW TRIB AC-1 4.00 5317. 23 LOC 17 -ALUM CREEK ABOVE 4.40 4514. LICK CREEK MAIN STEM---------------------------------------- 1 LOC 1 -LICK CREEK HEADWATERS ABOVE HWY 6 2 LOC 2 -LICK CREEK ABOVE TRIB LC-1 1. 02 1870. 1. 72 2546. 1 4 LICK CREEK BELOW TRIB LC-1 3.25 4897. 5 LOC 4 -LICK CREEK ABOVE 4.43 4525. SPRING CREEK 7 LICK CREEK BELOW SPRING CREEK 8.17 8313. 8 LOC 6 -LICK CREEK ABOVE ALUM 10.05 7812. CREEK 24 LICK CREEK BELOW ALUM CREEK 14.45 11545. 25 LOC 18 -LICK CREEK BELOW 16.50 12222. TRIB LC-2 26 LOC 19 -LICK CREEK BELOW 18.28 12263. ROAD "A" EXECUTED ON 14 JUN 2000 AT 10:36:37 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 COMPUTED PROBABILITY DISCHARGE OPTION 1 INDEX LOCATION 27 LOC 20 -LICK CREEK ABOVE NAVASOTA RIVER DA-SQ.MI 20.57 100 YEAR 11504. 1 INDEX POINT 1 : OPTION 1 EXECUTED ON 14 JUN 2000 AT10:36:36 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 1 -LICK CREEK HEADWATERS ABOVE HWY 6 DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 1.02 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION 100 YEAR 1870. 0. .00 VOLUME 4 76. DIVERSION DISCHARGE 0. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI 1.02: :URBAN % 20.00: :CP 640 460.00: :IMPERV % 10. 00: :% SAND 1 INDEX POINT 90.00: 2 : OPTION 1 EXECUTED ON 14 JUN 2000 AT10:36:36 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 2 -LICK CREEK ABOVE TRIB LC-1 DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 1.72 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION 100 YEAR 2546. 0. .00 VOLUME 790. DIVERSION DISCHARGE 0. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI 1.72: :URBAN % 10.00: :CP 640 460.00: :IMPERV % 5.00: :% SAND 90.00: 1 INDEX POINT 3 : OPTION 1 EXECUTED ON 14 JUN 2000 AT10:36:36 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 3 -TRIB LC-1 ABOVE LICK CREEK DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 1.53 SQUARE MILES FREQUENCY 100 YEAR -----------MAXIMUM ------------- DISCHARGE STORAGE ELEVATION 2452. o. .00 VOLUME 713. DIVERSION DISCHARGE 0. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI 1. 53: :URBAN % 20.00: :CP 640 460.00: :IMPERV % 10.00: :% SAND 1 INDEX POINT 90.00: 4 : OPTION 1 EXECUTED ON 14 JUN 2000 AT10:36:36 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LICK CREEK BELOW TRIB LC-1 COINCIDENT FLOW -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 3.25 SQUARE MILES ------TRIBUTARY ABOVE--------------* ------MAINSTEM ABOVE-------- -------* ------MAINSTEM BELOW--------------- FREQUENCY PEAK ----COINCIDENT ON------* PEAK ----COINCIDENT ON------* PEAK ----COINCIDENT ON------ DISCHARGE STEM ABOVE STEM BELOW * BELOW * DISCHARGE TRIB ABOVE STEM ABOVE DISCHARGE TRIB ABOVE STEM 100 YEAR 4853. 2452. 4897. 2445. 2430. 4897. 2466. 2546. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI 3 .25: :URBAN % 14. 71: :CP 640 460.00: :IMPERV % 7.35: : % SAND 90 .00: 2306. * ALL DISCHARGES AND COINCIDENT FLOWS ARE BASED ON CRITICAL STORM CENTERINGS 1 INDEX POINT 5 : OPTION 1 EXECUTED ON 14 JUN 2000 AT10:36:36 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 4 -LICK CREEK ABOVE SPRING CREEK DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 4.43 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME 100 YEAR 4525. o. .00 2004. DIVERSION DISCHARGE 0. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI 4.43: :URBAN % 5.00: :CP 640 460.00: :IMPERV % 2.00: :% SAND 90.00: 1 INDEX POINT 6 : OPTION 1 EXECUTED ON 14 JUN 2000 AT10:36:36 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 5 -SPRING CREEK ABOVE LICK CREEK DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 3.74 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DIVERSION DISCHARGE 100 YEAR 3907. 0. .00 1720. 0. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI 3.74: :URBAN % 15.00: :CP 640 460.00: :IMPERV % 7.00: :% SAND 90.00: 1 INDEX POINT 7 : OPTION 1 EXECUTED ON 14 JUN 2000 AT10:36:36 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LICK CREEK BELOW SPRING CREEK COINCIDENT FLOW -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 8.17 SQUARE MILES ------TRIBUTARY ABOVE--------------* -------* ------MAINSTEM BELOW--------------- FREQUENCY PEAK ----COINCIDENT ON------* ON------* PEAK ----COINCIDENT ON------ DISCHARGE STEM ABOVE STEM BELOW * BELOW * DISCHARGE TRIS ABOVE STEM ABOVE 100 YEAR 8313. 3907. 8313. 4406. 3846. 8313. 44 66. ------MAINSTEM ABOVE-------- PEAK ----COINCIDENT DISCHARGE TRIS ABOVE STEM 4525. 3788. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI 8.17: :URBAN % 9.58: :CP 640 460.00: :IMPERV % 4.29: :% SAND 90.00: * ALL DISCHARGES AND COINCIDENT FLOWS ARE BASED ON CRITICAL STORM CENTERINGS 1 INDEX POINT 8 : OPTION 1 EXECUTED ON 14 JUN 2000 AT10:36:36 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 6 -LICK CREEK ABOVE ALUM CREEK DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 10.05 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME 100 YEAR 7812. 0. .00 4495. DIVERSION DISCHARGE o. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI 10.05: :URBAN % 5.00: :CP 640 460.00: :IMPERV % 2.00: :% SAND 90.00: 1 INDEX POINT 9 : OPTION 1 EXECUTED ON 14 JUN 2000 AT10:36:37 BRAZOS COUNTY *LICK CREEK UPDATE * MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 7 -ALUM CREEK ABOVE TRIB AC-2 DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA .19 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION 100 YEAR 558. 0. .00 VOLUME 86. DIVERSION DISCHARGE 0 . -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI .19: :URBAN % .00: :CP 640 460.00: :IMPERV % .00: :% SAND 90.00: 1 INDEX POINT 10 : OPTION 1 EXECUTED ON 14 JUN 2000 AT10:36:37 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 8 -TRIB AC-2 ABOVE ALUM CREEK DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA .17 SQUARE MILES FREQUENCY -----------MAXIMUM ------------- DISCHARGE STORAGE ELEVATION VOLUME DIVERSION DISCHARGE 100 YEAR 503. 0. .00 77. 0. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI .17: :URBAN % .00: :CP 640 460.00: :IMPERV % .00: :% SAND 90.00: 1 INDEX POINT 11 : OPTION 1 EXECUTED ON 14 JUN 2000 AT10:36:37 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON ALUM CREEK BELOW TRIN AC-2 COINCIDENT FLOW -SUMMARY SHEET -OPTION 1 DRAINAGE AREA .36 SQUARE MILES ------TRIBUTARY ABOVE--------------* ------MAINSTEM ABOVE-------- -------* ------MAINSTEM BELOW--------------- FREQUENCY PEAK ----COINCIDENT ON------* PEAK ON------* PEAK ----COINCIDENT ON------ DISCHARGE STEM ABOVE STEM BELOW * DISCHARGE BELOW * DISCHARGE TRIB ABOVE STEM ABOVE ----COINCIDENT TRIB ABOVE STEM 100 YEAR 1059. 503. 1059. 556. 502. 1059. 557. 558. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI . 36: :URBAN % . 00: :CP 640 460.00: :IMPERV % .00: :% SAND 90.00: 501. * ALL DISCHARGES AND COINCIDENT FLOWS ARE BASED ON CRITICAL STORM CENTERINGS 1 INDEX POINT 12 : OPTION 1 EXECUTED ON 14 JUN 2000 AT10:36:37 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 9 -ALUM CREEK ABOVE AC-3 DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA .86 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DIVERSION DISCHARGE 100 YEAR 1811. 0. .00 390. 0. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI .86: :URBAN % .00: :CP 640 460.00: :IMPERV % .00: :% SAND 90.00: 1 INDEX POINT 13 : OPTION 1 EXECUTED ON 14 JUN 2000 AT10:36:37 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 10 -TRIB AC-3 ABOVE ALUM CREEK DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA .98 SQUARE MILES -----------MAXIMUM -------------DIVERSION FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DISCHARGE 100 YEAR 1908. 0. .00 451. 0. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI .98: :URBAN % 10.00: :CP 640 460.00: :IMPERV % 5.00 : :% SAND 90.00: 1 INDEX POINT 14 : OPTION 1 EXECUTED ON 14 JUN 2000 AT10:36:37 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON ALUM CREEK BELOW TRIB AC-3 COINCIDENT FLOW -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 1.84 SQUARE MILES ------TRIBUTARY ABOVE--------------* ------MAINSTEM ABOVE-------- -------* ------MAINSTEM BELOW--------------- FREQUENCY PEAK ----COINCIDENT ON------* PEAK ----COINCIDENT ON------* PEAK ----COINCIDENT ON------ DISCHARGE STEM ABOVE STEM BELOW * DISCHARGE TRIS ABOVE STEM BELOW * DISCHARGE TRIS ABOVE STEM ABOVE 100 YEAR 3585. 1908. 3585. 1653. 1785. 3561. 1799. 1811. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI 1. 84: :URBAN % 5.33: :CP 640 460.00: :IMPERV % 2.66 : :% SAND 90.00: 1774. * ALL DISCHARGES AND COINCIDENT FLOWS ARE BASED ON CRITICAL STORM CENTERINGS 1 INDEX POINT 15 : OPTION 1 EXECUTED ON 14 JUN 2000 AT10:36:37 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 11 -ALUM CREEK ABOVE TRIS AC-4 DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 2.61 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DIVERSION DISCHARGE 100 YEAR 3724. 0. .00 1214. 0 . -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI 2 .61: :URBAN % 20 .00: :CP 640 460.00: :IMPERV % 10.00: :% SAND 90.00: 1 INDEX POINT 16 : OPTION 1 EXECUTED ON 14 JUN 2000 AT10:36:37 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 12 -ALUM CREEK ABOVE TRIB AC-1 DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 3.08 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DIVERSION DISCHARGE 100 YEAR 4014. 0. .00 1418. 0. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI 3.08: :URBAN % 15.00: :CP 640 460.00: :IMPERV % 7.00: :% SAND 90.00: 1 INDEX POINT 17 : OPTION 1 EXECUTED ON 14 JUN 2000 AT10:36:37 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 13 TRIB AC-1 ABOVE TRIB AC-lA DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA .14 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DIVERSION DISCHARGE 100 YEAR 430. 0. .00 65. 0. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI .14: :URBAN % 15.00: :CP 640 460.00: :IMPERV % 7.00: :% SAND 90.00: 1 INDEX POINT 18 : OPTION 1 EXECUTED ON 14 JUN 2000 AT10:36:37 BRAZOS COUNTY *LICK CREEK UPDATE * MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 14 -TRIB AC-lA ABOVE TRIB AC-1 DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA .13 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DIVERSION DISCHARGE 100 YEAR 417. 0. .00 60. 0. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI .13: :URBAN % 15.00: :CP 640 460.00: :IMPERV % 7.00: :% SAND 90.00: 1 INDEX POINT 19 : OPTION 1 EXECUTED ON 14 JUN 2000 AT 10:36 :37 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON TRIB AC-1 BELOW TRIB AC-lA COINCIDENT FLOW -SUMMARY SHEET -OPTION 1 DRAINAGE AREA .27 SQUARE MILES ------TRIBUTARY ABOVE--------------* ------MAINSTEM ABOVE-------- -------* ------MAINSTEM BELOW--------------- FREQUENCY PEAK ----COINCIDENT ON------* PEAK ----COINCIDENT ON------* PEAK ----COINCIDENT ON------ DISCHARGE STEM ABOVE STEM BELOW * BELOW * DISCHARGE TRIB ABOVE STEM ABOVE DISCHARGE TRIB ABOVE STEM 100 YEAR 846. 84 6. 417. 416. 429. 846. 430. 430. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI . 27: :URBAN % 15.00: :CP 640 460.00: : IMPERV % 7.00: :% SAND 90.00: 416. * ALL DISCHARGES AND COINCIDENT FLOWS ARE BASED ON CRITICAL STORM CENTERINGS 1 INDEX POINT 20 : OPTION 1 EXECUTED ON 14 JUN 2000 AT10:36:37 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 15 -TRIB AC-1 ABOVE 16 DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA .54 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DIVERSION DISCHARGE 100 YEAR 1369. 0. .00 24 9. o. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI .54: :URBAN % 10.00: :CP 640 460.00: :IMPERV % 5.00: :% SAND 90.00: 1 INDEX POINT 21 : OPTION 1 EXECUTED ON 14 JUN 2000 AT10:36:37 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 16 -TRIS AC-1 ABOVE ALUM CREEK DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA .92 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION 100 YEAR 1724. 0. .00 VOLUME 421. DIVERSION DISCHARGE 0. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI .92: :URBAN % 7.00: :CP 640 460.00: :IMPERV % 3.00: :% SAND 90.00: 1 INDEX POINT 22 : OPTION 1 EXECUTED ON 14 JUN 2000 AT10:36 :37 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON ALUM CREEK BELOW TRIB AC-1 COINCIDENT FLOW -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 4.00 SQUARE MILES ------TRIBUTARY ABOVE--------------* ------MAINSTEM ABOVE-------- -------* ------MAINSTEM BELOW--------------- FREQUENCY PEAK ----COINCIDENT ON------* PEAK ----COINCIDENT ON------* PEAK ----COINCIDENT ON------ DISCHARGE STEM ABOVE STEM BELOW * DISCHARGE TRIS ABOVE STEM BELOW * DISCHARGE TRIS ABOVE STEM ABOVE 100 YEAR 5146. 1724. 5317. 3113. 1383. 4837. 3934. 4014. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI 4.00: :URBAN % 13 .16: :CP 640 460.00: :IMPERV % 6 .08 : :% SAND 90.00: 1132. * ALL DISCHARGES AND COINCIDENT FLOWS ARE BASED ON CRITICAL STORM CENTERINGS 1 INDEX POINT 23 : OPTION 1 EXECUTED ON 14 JUN 2000 AT10:36:37 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 17 -ALUM CREEK ABOVE LICK CREEK DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 4.40 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DIVERSION DISCHARGE 100 YEAR 4514. 0. .00 2008. 0. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI 4.40: :URBAN % 10.00: :CP 640 460.00: :IMPERV % 5.00: :% SAND 90.00: 1 INDEX POINT 24 : OPTION 1 EXECUTED ON 14 JUN 2000 AT10:36:37 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LICK CREEK BELOW ALUM CREEK COINCIDENT FLOW -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 14.45 SQUARE MILES ------TRIBUTARY ABOVE--------------* ------MAINSTEM ABOVE-------- -------* ------MAINSTEM BELOW--------------- FREQUENCY PEAK ----COINCIDENT ON------* PEAK ----COINCIDENT ON------* PEAK ----COINCIDENT ON------ DISCHARGE STEM ABOVE STEM BELOW * DISCHARGE TRIS ABOVE STEM BELOW * DI SCHARGE TRIS ABOVE STEM ABOVE 100 YEAR 11188. 4514. 11545. 6376. 3953. 10890. 7592. 7812. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI 14.45: :URBAN % 6.52: :CP 640 460.00: :IMPERV % 2 .91: 3375. :% SAND 90.00: * ALL DISCHARGES AND COINCIDENT FLOWS ARE BASED ON CRITICAL STORM CENTERINGS 1 INDEX POINT 25 : OPTION 1 EXECUTED ON 14 JUN 2000 AT10:36:37 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 18 -LICK CREEK BELOW TRIB LC-2 DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 16.50 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME 100 YEAR 12222. 0. .00 7335. DIVERSION DISCHARGE 0. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI 16.50: :URBAN % 5.00: :CP 640 460.00: :IMPERV % 3.00: :% SAND 90.00: 1 INDEX POINT 26 : OPTION 1 EXECUTED ON 14 JUN 2000 AT10:36:37 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 19 -LICK CREEK BELOW ROAD "A" DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 18.28 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME 100 YEAR 12263. 0. .00 8034. DIVERSION DISCHARGE 0 . -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI 18.28: :URBAN % .00: :CP 640 460.00: : IMPERV % .00 : :% SAND 90.00: 1 INDEX POINT 27 : OPTION 1 EXECUTED ON 14 JUN 2000 AT10:36:37 1 4 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 20 -LICK CREEK ABOVE NAVASOTA RIVER DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 20.57 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME 100 YEAR 11504. o. .00 9013. DIVERSION DISCHARGE 0. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI 20.57: :URBAN % .00: :CP 640 460.00: :IMPERV % .00: : % SAND 90.00: EXECUTED ON 14 JUN 2 000 AT 10:36:36 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 UNIT HYDROGRAPH DATA -OPTION 1 INDEX POINT LOC 1 -LICK DA-SQ.MI SST-FT/MI CT QPR-CFS/MI IMPERV % INDEX POINT LOC 2 -LICK DA-SQ.MI SST-FT/MI CT QPR-CFS/MI IMPERV % INDEX POINT 1-------------------------------------------------- CREEK HEADWATERS ABOVE HWY 6 1.02 L-MILE 21.65 URBAN% .89 TP-HOUR 394.39 QPRl-CFS 10.00 % SAND 2.10 20.00 1.16 402.27 90.00 LCA-MILE CP 640 TPR-HOUR TR-HOUR 1.13 460.00 1.17 .25 2-------------------------------------------------- CREEK ABOVE TRIB LC-1 1. 72 L-MILE 22.84 URBAN % 1.00 TP-HOUR 287.54 QPRl-CFS 5.00 % SAND 3.10 10.00 1. 61 494.58 90.00 LCA-MILE CP 640 TPR-HOUR TR-HOUR 1. 59 460.00 1. 60 .25 3-------------------------------------------------- 1 4 LOC 3 -TRIB LC-1 ABOVE DA-SQ.MI 1.53 SST-FT/MI 18.18 CT .96 QPR-CFS/MI 322.52 IMPERV % 10.00 LICK CREEK L-MILE URBAN % TP-HOUR QPRl-CFS % SAND 2.64 20.00 1. 43 493. 45 90.00 LCA-MILE CP 640 TPR-HOUR TR-HOUR 1. 43 460.00 1. 43 .25 INDEX POINT LOC 4 -LICK DA-SQ.MI SST-FT/MI 5-------------------------------------------------- CT QPR-CFS/MI IMPERV % CREEK ABOVE SPRING CREEK 4. 43 L-MILE 18.11 URBAN % 1.19 TP-HOUR 172.40 QPRl-CFS 2.00 % SAND 4.94 5.00 2.73 763. 72 90.00 LCA-MILE CP 640 TPR-HOUR TR-HOUR 3.25 460 .00 2.67 .25 INDEX POINT LOC 5 -SPRING DA-SQ.MI .SST-FT/MI 6-------------------------------------------------- CT QPR-CFS/MI IMPERV % CREEK ABOVE LICK CREEK 3. 74 L-MILE 15.46 URBAN % 1.15 TP-HOUR 176.39 QPRl-CFS 7.00 % SAND 5.35 15.00 2.67 659.70 90.00 LCA-MILE CP 640 TPR-HOUR TR-HOUR 3.06 460.00 2.61 .25 EXECUTED ON 14 JUN 2000 AT 10:36:36 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 UNIT HYDROGRAPH DATA -OPTION 1 INDEX POINT LOC 6 -LICK DA-SQ.MI SST-FT/MI CT QPR-CFS/MI IMPERV % INDEX POINT LOC 7 -ALUM DA-SQ.MI SST-FT/MI CT QPR-CFS/MI IMPERV % INDEX POINT LOC 8 -TRIB DA-SQ.MI SST-FT/MI CT QPR-CFS/MI IMPERV % 8-------------------------------------------------- CREEK ABOVE ALUM CREEK 10.05 L-MILE 13. 83 URBAN % 1.34 TP-HOUR 121.08 QPRl-CFS 2.00 % SAND 7.23 5.00 3.91 1216.84 90.00 LCA-MILE CP 640 TPR-HOUR TR-HOUR 4.97 460.00 3.80 .25 9-------------------------------------------------- CREEK ABOVE TRIB AC-2 .19 L-MILE 53.57 URBAN % .71 TP-HOUR 871.25 QPRl-CFS .00 % SAND .75 .00 . 4 9 165.54 90.00 LCA-MILE CP 640 TPR-HOUR TR-HOUR .38 460.00 .53 .25 10-------------------------------------------------- AC-2 ABOVE ALUM CREEK .17 L-MILE 40.82 URBAN % .74 TP-HOUR 884.88 QPRl-CFS .00 % SAND .66 .00 . 48 150.43 90.00 LCA-MILE CP 640 TPR-HOUR TR-HOUR .36 460 .00 .52 .25 INDEX POINT 12-------------------------------------------------- LOC 9 -ALUM CREEK ABOVE AC-3 DA-SQ.MI .86 L-MILE 1.35 LCA-MILE .77 1 4 SST-FT/MI CT QPR-CFS/MI IMPERV % INDEX POINT LOC 10 -TRIB DA-SQ.MI SST-FT/MI CT QPR-CFS/MI IMPERV % 27.72 .90 494.76 .00 URBAN % TP-HOUR QPRl-CFS % SAND .00 .91 425.49 90.00 CP 640 TPR-HOUR TR-HOUR 460.00 . 93 .25 13-------------------------------------------------- AC-3 ABOVE ALUM CREEK .98 L-MILE 36.81 URBAN % .85 TP-HOUR 433.15 QPRl-CFS 5.00 % SAND 1. 92 10.00 1. 05 424.49 90.00 LCA-MILE CP 640 TPR-HOUR TR-HOUR 1. 06 460.00 1. 06 .25 EXECUTED ON 14 JUN 2000 AT 10:36:37 BRAZOS COUNTY *LICK CREEK UPDAT E* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 UNIT HYDROGRAPH DATA -OPTION 1 INDEX POINT LOC 11 -ALUM DA-SQ.MI SST-FT/MI CT QPR-CFS/MI IMPERV % INDEX POINT LOC 12 -ALUM DA-SQ.MI SST-FT/MI CT QPR-CFS/MI IMPERV % 15-------------------------------------------------- CREEK ABOVE TRIB AC-4 2.61 L-MILE 25.41 URBAN % .95 TP-HOUR 273.65 QPRl-CFS 10.00 % SAND 3.26 20.00 1. 70 714. 24 90.00 LCA-MILE CP 640 TPR-HOUR TR-HOUR 2.14 460.00 1. 68 .25 16-------------------------------------------------- CREEK ABOVE TRIB AC-1 3. 08 L-MILE 22.71 URBAN% 1. 01 TP-HOUR 240.94 QPRl-CFS 7.00 % SAND 3.64 15.00 1. 93 742.10 90.00 LCA-MILE CP 640 TPR-HOUR TR-HOUR 2.36 460.00 1. 91 .25 17--------------------------------------------------INDEX POINT LOC 13 TRIB DA-SQ.MI SST-FT/MI CT QPR-CFS/MI IMPERV % AC-l ABOVE TRIB AC-lA INDEX POINT LOC 14 -TRIB DA-SQ.MI SST-FT/MI CT QPR-CFS/MI IMPERV % INDEX POINT LOC 15 -TRIB DA-SQ.MI SST-FT/MI CT .14 L-MILE 83.33 URBAN % .60 TP-HOUR 969.49 QPRl-CFS 7.00 % SAND .73 15.00 .43 135. 7 3 90.00 LCA-MILE CP 640 TPR-HOUR TR-HOUR .45 460.00 .47 .25 18-------------------------------------------------- AC-lA ABOVE TRIB AC-1 .13 L-MILE 76.59 URBAN % .60 TP-HOUR 1052.44 QPRl-CFS 7.00 % SAND .63 15.00 .39 136.82 90.00 LCA-MILE CP 640 TPR-HOUR TR-HOUR .39 460.00 • 4 4 .25 20-------------------------------------------------- AC-1 ABOVE 16 . 54 L-MILE 48. 71 URBAN % .73 TP-HOUR 1. 04 10.00 . 65 LCA-MILE CP 640 TPR-HOUR . 64 460.00 . 68 1 4 1 QPR-CFS /MI IMPERV % 676. 79 5.00 QPRl-CFS % SAND 365.47 90.00 EXECUTED ON TR-HOUR .25 14 JUN 2000 AT 10:36:37 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 UNIT HYDROGRAPH DATA -OPTION 1 INDEX POINT LOC 16 -TRIS DA-SQ.MI SST-FT/MI CT QPR-CFS/MI IMPERV % INDEX POINT LOC 17 -ALUM DA-SQ.MI SST-FT/MI CT QPR-CFS/MI IMPERV % INDEX POINT LOC 18 -LICK DA-SQ.MI SST-FT/MI CT QPR-CFS /MI IMPERV % INDEX POINT LOC 19 -LICK DA-SQ.MI SST-FT/MI CT QPR-CFS/MI IMPERV % INDEX POINT LOC 20 -LICK DA-SQ.MI SST-FT/MI CT QPR-CFS /MI IMPERV % 21-------------------------------------------------- AC-1 ABOVE ALUM CREEK . 92 L-MILE 1. 96 LCA-MILE 1.16 36.73 URBAN % 7.00 CP 640 460.00 .87 TP-HOUR 1.11 TPR-HOUR 1.13 408.85 QPRl-CFS 376.14 TR-HOUR .25 3.00 % SAND 90.00 23-------------------------------------------------- CREEK ABOVE LICK CREEK 4. 40 L-MILE 16.40 URBAN % 1.18 TP-HOUR 172.98 QPRl-CFS 5.00 % SAND 4. 97 10.00 2. 72 761.10 90.00 LCA-MILE CP 640 TPR-HOUR TR-HOUR 3.30 460.00 2.66 .25 25-------------------------------------------------- CREEK BELOW TRIS LC-2 16. 50 L-MILE 12.66 URBAN% 1. 37 TP-HOUR 115.68 QPRl-CFS 3.00 % SAND 8.22 5.00 4.10 1908.73 90.00 LCA-MILE CP 640 TPR-HOUR TR-HOUR 4. 72 460.00 3.98 .25 26-------------------------------------------------- CREEK BELOW ROAD "A" 18.28 L-MILE 11. 31 URBAN % 1.47 TP-HOUR 101.97 QPRl-CFS .00 % SAND 9.67 .00 4.66 1863.97 90.00 LCA-MILE CP 640 TPR-HOUR TR-HOUR 4.89 460.00 4.51 .25 27-------------------------------------------------- CREEK ABOVE NAVASOTA RIVER 20.57 L-MILE 9.64 URBAN % 1. 58 TP-HOUR 81.07 QPRl-CFS .00 % SAND 12.03 .00 5.88 1667.71 90.00 EXECUTED ON LCA-MILE CP 640 TPR-HOUR TR-HOUR 6.65 460.00 5. 67 .25 14 JUN 2000 AT 10:36:36 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 INDEX AREA TPR QPR POINT NAME HOUR CFS/MI BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 UNIT HYDROGRAPH DATA -OPTION 1 AREA LENGTH LCA SST CP 640 QPRl TR URBAN IM PE RV % SQ.MI MILES MILES FT/MI CFS HOUR % % SAND CT TP HOUR ------------------------------------------------------------------------------------------------------------------------------------ 1 LOC 1 1. 02 2.10 1.13 21. 65 460.00 .89 1.16 1.17 394.39 402.27 .25 20.00 10. 00 90.00 2 LOC 2 1. 72 3.10 1. 59 22.84 460.00 1. 00 1. 61 1. 60 287.54 494.58 .25 10.00 5.00 90.00 3 LOC 3 1. 53 2.64 1. 43 18.18 460.00 . 96 1. 43 1. 43 322.52 493.45 .25 20.00 10.00 90.00 5 LOC 4 4.43 4. 94 3.25 18 .11 460.00 1.19 2.73 2.67 172. 40 763. 72 .25 5.00 2.00 90.00 6 LOC 5 3.74 5.35 3.06 15.46 460.00 1.15 2. 67 2.61 176.39 659.70 .25 15.00 7.00 90.00 8 LOC 6 10.05 7.23 4. 97 13.83 460.00 1. 34 3.91 3.80 121.08 1216.84 .25 5.00 2 .00 90.00 9 LOC 7 .19 .75 .38 53.57 460.00 .71 .49 .53 871.25 165.54 .25 .00 .00 90.00 10 LOC 8 .17 .66 .36 40.82 460.00 .74 .48 .52 884.88 150.43 .25 .00 .00 90.00 12 LOC 9 .86 1. 35 .77 27. 72 460.00 .90 .91 . 93 4 94. 76 425.49 .25 .00 .00 90.00 13 LOC 10 . 98 1. 92 1. 06 36.81 460.00 .85 1. 05 1. 06 433.15 424.49 .25 10.00 5.00 90.00 15 LOC 11 2 .61 3.26 2.14 25.41 460.00 .95 1. 70 1. 68 273.65 714. 24 .25 20.00 10. 00 90.00 16 LOC 12 3 .08 3.64 2.36 22.71 460.00 1. 01 1. 93 1. 91 240.94 742.10 .25 15.00 7.00 90.00 17 LOC 13 .14 .73 .45 83.33 460.00 .60 . 43 .47 969.49 135.73 .25 15.00 7.00 90.00 18 LOC 14 .13 .63 .39 76.59 460.00 . 60 .39 .44 1052.44 136.82 .25 15.00 7.00 90.00 20 LOC 15 .54 1. 04 . 64 48.71 460.00 .73 . 65 . 68 676. 79 365.47 .25 10.00 5.00 90.00 21 LOC 16 . 92 1. 96 1.16 36.73 460.00 .87 1.11 1.13 408.85 376.14 .25 7.00 3.00 90.00 23 LOC 17 4.40 4.97 3.30 16.40 460.00 1.18 2. 72 2.66 172. 98 761.10 .25 10.00 5.00 90.00 25 LOC 18 16.50 8 .22 4.72 12.66 460.00 1. 37 4.10 3.98 115. 68 1908.73 .25 5.00 3.00 90.00 26 LOC 19 18.28 9.67 4.89 11. 31 460.00 1. 4 7 4.66 4.51 101. 97 1863.97 .25 .00 .00 90.00 27 LOC 20 20.57 12.03 6.65 9.64 460.00 1. 58 5.88 5.67 81. 07 1667.71 .25 .00 .00 90.00 1 1 5 sand40.dat 27 MAR 2000 -11:51: 8 BRAZOS COUNTY * LICK CREEK UPDATE 3/13/2000 SKIPOPTION -1 + SKIPOPTION -1 + SKIPOPTION -1 + SKIPOPTION -1 + + + + + + ******************************************************** OPTION 1 OPTION 1 OPTION 1 OPTION 1 TITLED DATA BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 ENOOPTION ENDO PT ION ENDO PT ION ENDO PT ION ******************************************************** * * * * MEDLOCK'S CP 640 VALUE * * ********************************************************* * DATA ROUTE PRINTOUT 8 8 8 8 8 8 3 8 8 COMBINE PRINTOUT 8 8 8 8 8 8 3 8 8 LOCAL PRINTOUT 8 8 8 8 8 8 3 8 8 100 YEAR RAINFALL 3.52 4.51 5.60 6.27 7.8 9.5 11.0 HYDR0-35 RAINFALL 1.15 2.18 1.95 4 .25 UHG DATA IMPERVIOUSNESS PERCENT SAND DEBUG WRITE-UP = ON UHG DATA DISPLAY = ON COMPUTED PROBABILITY DISPLAY ON MODIFIED UHG DISPLAY = ON NO PRINTOUT OPTION 1 + OPTION 1 + OPTION 1 + OPTION 1 1 5 LOC 1 -LICK CREEK HEADWATERS ABOVE HWY 6 1.02 2.10 1.13 21.65 20 10 40 DISPLAY POINT DISCARD LOC 2 -LICK CREEK ABOVE TRIB LC-1 1.72 3.10 1.59 22.84 10 5 40 DISPLAY POINT LOC 3 -TRIB LC-1 ABOVE LICK CREEK 1.53 2.64 1.43 18 .18 20 10 40 DISPLAY POINT PRINTOUT TITLED CONFLUENCE LICK CREEK BELOW TRIB LC-1 sand40.dat PAGE PAGE 27 MAR 2000 -11:51: 8 ======================================== NO PRINTOUT DISCARD LOC 4 -LICK CREEK ABOVE SPRING CREEK 4.43 4.94 3.25 18.11 5 2 40 1 2 1 5 DISPLAY POINT LOC 5 -SPRING CREEK ABOVE LICK CREEK 3.74 5.35 3.06 15.46 15 7 40 PRINTOUT TITLED CONFLUENCE LICK CREEK BELOW SPRING CREEK NO PRINTOUT DISCARD LOC 6 -LICK CREEK ABOVE ALUM CREEK 10.05 7.23 4.97 13.83 5 2 40 DISPLAY POINT LOC 7 -ALUM CREEK ABOVE TRIB AC-2 0.19 0 .75 0.38 53.57 0 0 40 DISPLAY POINT LOC 8 -TRIB AC-2 ABOVE ALUM CREEK 0.17 0.66 0.36 40 .82 0 0 40 PRINTOUT TITLED CONFLUENCE ALUM CREEK BELOW TRIN AC-2 NO PRINTOUT DISCARD LOC 9 -ALUM CREEK ABOVE AC-3 0.86 1.35 0.77 27.72 0 0 40 DISPLAY POINT LOC 10 -TRIB AC-3 ABOVE ALUM CREEK 0.98 1.92 1.06 36.81 10 5 40 PRINTOUT TITLED CONFLUENCE ALUM CREEK BELOW TRIB AC-3 NO PRINTOUT DISCARD LOC 11 -ALUM CREEK ABOVE TRIB AC-4 2.61 3.26 2.14 25.41 20 10 40 DISPLAY POINT DISCARD LOC 12 -ALUM CREEK ABOVE ·TRIB AC-1 3.08 3.64 2.36 22.71 15 7 40 DISPLAY POINT LOC 13 TRIB AC-1 ABOVE TRIB AC-lA 0.14 0.73 0.45 83.33 15 7 40 DISPLAY POINT LOC 14 -TRIB AC-lA ABOVE TRIB AC-1 0.13 0.63 0 .39 76.59 15 7 40 PRINTOUT TITLED CONFLUENCE TRIB AC-1 BELOW TRIB AC-lA sand40.dat 27 MAR 2000 -11:51: 8 NO PRINTOUT DISCARD LOC 15 -TRIB AC-1 ABOVE 16 0.54 1.04 0.64 48.71 10 5 40 DISPLAY POINT DISCARD LOC 16 -TRIB AC-1 ABOVE ALUM CREEK 0.92 1.96 1.16 36.73 7 3 40 PRINTOUT TITLED CONFLUENCE ALUM CREEK BELOW TRIB AC-1 NO PRINTOUT DISCARD LOC 17 -ALUM CREEK ABOVE LI CK CREEK 4.40 4.97 3.30 16.40 10 5 40 PRINTOUT TITLED CONFLUENCE LICK CREEK BELOW ALUM CREEK NO PRINTOUT DISCARD LOC 18 -LICK CREEK BELOW TRIB LC-2 16.50 8.22 4.72 12 .66 5 3 40 DISPLAY POINT DISCARD LOC 19 -LICK CREEK BELOW ROAD "A" PAGE 3 18.28 9.67 4.89 11.31 0 0 40 DISPLAY POINT DISCARD LOC 20 -LICK CREEK ABOVE NAVASOTA RIVER 20.57 12.03 6.65 9.64 0 0 40 DISPLAY POINT DISCARD LOC 21 -TRIB LC-1 ABOVE LICK CREEK 1.53 2.64 1 .43 18.18 20 10 40 ENDO PT ION + ENDO PT ION + ENDOPTION + 1 ENDOPTION EXECUTED ON 27 MAR 2000 AT 11:51 : 8 BRAZOS COUNTY * LICK CREEK UPDATE 3/13/2000 SCHEMATIC DIAGRAM -OPTION 1 1 -LICK CREEK HEADWATERS ABOVE 6 I \ < 1> \_/ 2 -LICK CREEK ABOVE TRIB LC-1 I \ < 2> \_/ 3 -TRIB LC-1 ABOVE LICK CREEK I \ < 3> \ I CREEK BELOW TRIB LC-1 v 4<---------+ v 4 -LICK CREEK ABOVE SPRING I \ CREEK < 5> \_/ 5 -SPRING CREEK ABOVE LICK I \ CREEK < 6> \ I CREEK BELOW SPRING CREEK v 7<---------+ v 6 -LICK CREEK ABOVE ALUM CREEK I \ < 8> \ I 7 -ALUM CREEK ABOVE TRIB AC-2 I \ < 9> \ I 1 LOC HWY 2 LOC 3 LOC 4 LICK 5 LOC 6 LOC 7 LICK 8 LOC 9 LOC -10 LOC 8 -TRIB AC-2 ABOVE ALUM CREEK I \ < 10> \ I - 11 ALUM CREEK BELOW TRIN AC-2 v 11<---------+ v 12 LOC 9 -ALUM CREEK ABOVE AC -3 I \ < 12> \ I - 13 LOC 10 -TRIB AC-3 ABOVE ALUM CREEK I \ < 13> \ I - 14 ALUM CREEK BELOW TRIB AC-3 v 14<---------+ v 15 LOC 11 -ALUM CREEK ABOVE TRIB AC-4 I \ < 15> \ I 16 LOC 12 -ALUM CREEK ABOVE TRIB AC -1 I \ < 16> \ I - 17 LOC 13 TRIB AC-1 ABOVE TRIB AC-lA I \ < 17> \ I 18 LOC 14 -TRIB AC-lA ABOVE TRIB AC-1 I \ < 18> \ I - 19 TRIB AC-1 BELOW TRIB AC-lA v : 19<---------+ v 20 LOC 15 -TRIB AC-1 ABOVE 16 I \ < 20> \ I - 21 LOC 16 -TRIB AC-1 ABOVE ALUM CREEK I \ < 21> \ I - 22 ALUM CREEK BELOW TRIB AC-1 v 22<---------+ v 17 -ALUM CREEK ABOVE LICK I \ CREEK < 23> \_/ CREEK BELOW ALUM CREEK v 24 <---------+ v 18 -LICK CREEK BELOW TRIB LC-2 I \ < 25> \ I - 19 -LICK CREEK BELOW ROAD "A" I \ < 26> \ I - 20 -LICK CREEK ABOVE NAVASOTA I \ RIVER < 27> \ I - 21 -TRIB LC-1 ABOVE LICK CREEK I \ < 28> \_/ 1 EXECUTED ON 27 MAR 2000 AT 11:51: 8 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 COMPUTED PROBABILITY DISCHARGE OPTION 1 INDEX LOCATION DA-SQ.MI 100 YEAR NEW TRIB---------------------------------------- 3 LOC 3 -TRIB LC-1 ABOVE LICK CREEK 1. 53 NEW TRIB---------------------------------------- 6 LOC 5 -SPRING CREEK ABOVE LICK CREEK 3.74 NEW TRIB---------------------------------------- 10 LOC 8 -TRIB AC-2 ABOVE ALUM CREEK .17 NEW TRIB---------------------------------------- 13 LOC 10 -TRIB AC-3 ABOVE ALUM CREEK .98 NEW TRIB---------------------------------------- 3035 . 4948. 579. 2318. 23 LOC 24 LICK 25 LOC 26 LOC 27 LOC 28 LOC 1 18 LOC 14 -TRIB AC-lA ABOVE TRIB AC-1 .13 482. NEW TRIB---------------------------------------- 17 LOC 13 TRIB AC-1 ABOVE TRIB . 14 499 . AC-lA 19 TRIB AC-1 BELOW TRIB AC-lA . 27 979 . 20 LOC 15 -TRIB AC-1 ABOVE 16 . 54 1627. 21 LOC 16 -TRIB AC-1 ABOVE ALUM .92 2103. CREEK NEW TRIB---------------------------------------- 9 LOC 7 -ALUM CREEK ABOVE TRIB AC-2 . 19 643 . EXECUTED ON 27 MAR 2000 AT 11:51 : 8 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 COMPUTED PROBABILITY DISCHARGE OPTION 1 INDEX LOCATION DA-SQ.MI 100 YEAR 11 ALUM CREEK BELOW TRIN AC-2 . 36 1219 . 12 LOC 9 -ALUM CREEK ABOVE AC-3 .86 2176. 14 ALUM CREEK BELOW TRIB AC-3 1. 84 4233. 15 LOC 11 -ALUM CREEK ABOVE 2.61 4629 . TRIB AC-4 16 LOC 12 -ALUM CREEK ABOVE 3 .08 5028. TRIB AC-1 22 ALUM CREEK BELOW TRIB AC-1 4.00 6702. 23 LOC 17 -ALUM CREEK ABOVE 4.40 5722. LICK CREEK MAIN STEM---------------------------------------- 1 LOC 1 -LICK CREEK HEADWATERS 1. 02 2284. ABOVE HWY 6 2 LOC 2 -LICK CREEK ABOVE TRIB 1. 72 3162 . LC-1 4 LICK CREEK BELOW TRIB LC-1 3.25 6139. 5 LOC 4 -LICK CREEK ABOVE 4.43 5739. SPRING CREEK 7 LICK CREEK BELOW SPRING CREEK 8.17 10513. 8 LOC 6 -LICK CREEK ABOVE ALUM 10.05 10001. CREEK 24 LICK CREEK BELOW ALUM CREEK 14. 45 14878. 25 LOC 18 -LICK CREEK BELOW 16.50 15678. TRIB LC-2 26 LOC 19 -LICK CREEK BELOW 18.28 15798. ROAD "A" 1 EXECUTED ON 27 MAR 2000 AT 11:51: 8 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 COMPUTED PROBABILITY DISCHARGE OPTION 1 INDEX LOCATION 27 LOC 20 -LICK CREEK ABOVE NAVASOTA RIVER DA-SQ.MI 20.57 100 YEAR 15039. 1 INDEX POINT 1 : OPTION 1 EXECUTED ON 27 MAR 2000 AT11 :51: 8 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 1 -LICK CREEK HEADWATERS ABOVE HWY 6 DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 1.02 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DIVERSION DISCHARGE 100 YEAR 2284. 0. .00 490. o. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI 1.02: :URBAN % 20 .00: :CP 640 460.00: :IMPERV % 10.00: :% SAND 40.00: 1 INDEX POINT 2 : OPTION 1 EXECUTED ON 27 MAR 2000 AT11:51: 8 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 2 -LICK CREEK ABOVE TRIB LC-1 DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 1.72 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION 100 YEAR 3162. 0. .00 VOLUME 814. DIVERSION DISCHARGE 0. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI 1. 72: :URBAN % 10.00: :CP 640 460.00: : IMPERV % 5 .00: :% SAND 40.00 : 1 INDEX POINT 3 OPTION 1 EXECUTED ON 27 MAR 2000 AT11:51: 8 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 3 -TRIB LC-1 ABOVE LICK CREEK DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 1.53 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DIVERSION DISCHARGE 100 YEAR 3035. o. .00 734 . 0. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI 1.53: :URBAN % 20.00: :CP 640 460.00: :IMPERV % 10.00: :% SAND 40.00: 1 INDEX POINT 4 : OPTION 1 EXECUTED ON 27 MAR 2000 AT11:51: 8 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LICK CREEK BELOW TRIB LC-1 COINCIDENT FLOW -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 3.25 SQUARE MILES ------TRIBUTARY ABOVE--------------* ------MAINSTEM ABOVE---------------* MAINSTEM BELOW--------------- FREQUENCY PEAK ----COINCIDENT ON------* PEAK ----COINCIDENT ON------* PEAK ----COINCIDENT ON------ DISCHARGE STEM ABOVE STEM BELOW * DISCHARGE TRIB ABOVE STEM BELOW * DISCHARGE TRIB ABOVE STEM ABOVE 100 YEAR 6139. 3035. 3004. 3104. 3135. 6139. 3162. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI 3.25: :URBAN % 14.71: :CP 640 460 .00: :IMPERV % 7.35: :% SAND 40.00: 2977. * ALL DISCHARGES AND COINCIDENT FLOWS ARE BASED ON CRITICAL STORM CENTERINGS 1 INDEX POINT 5 : OPTION l EXECUTED ON 27 MAR 2000 AT11:51: 8 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 4 -LICK CREEK ABOVE SPRING CREEK 6139. DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 4.43 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DIVERSION DISCHARGE 100 YEAR 5739. 0. . 00 2069. 0. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI 4.43: :URBAN % 5 .00: :CP 640 460.00: :IMPERV % 2 .00: :% SAND 40.00: 1 INDEX POINT 6 : OPTION 1 EXECUTED ON 27 MAR 2000 AT11:51: 8 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 5 -SPRING CREEK ABOVE LICK CREEK DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 3.74 SQUARE MILES -----------MAXIMUM -------------FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DIVERSION DISCHARGE 100 YEAR 4948 . 0. .00 1771. 0. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI 3.74: :URBAN % 15.00: :CP 640 460.00: :IMPERV % 7 .00: :% SAND 40.00: 1 INDEX POINT 7 : OPTION 1 EXECUTED ON 27 MAR 2000 AT11 :51: 8 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LICK CREEK BELOW SPRING CREEK COINCIDENT FLOW -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 8.17 SQUARE MILES ------TRIBUTARY ABOVE--------------* ------MAINSTEM ABOVE---------------* MAINSTEM BELOW--------------- FREQUENCY PEAK ----COINCIDENT ON------* PEAK ----COINCIDENT ON------* PEAK ----COINCIDENT ON------ DISCHARGE STEM ABOVE STEM BELOW * DISCHARGE TRIB ABOVE STEM BELOW * DISCHARGE TRIB ABOVE STEM ABOVE 100 YEAR 10513. 4948. 4859. 5564. 5654 . 10513. 5739 . -------------------------AVERAGE DATA ------------------------- 4773. 10513 . :DA-SQ.MI B.17: :URBAN % 9.5B: :CP 640 460.00: :IMPERV % 4.29: :% SAND 40.00: * ALL DISCHARGES AND COINCIDENT FLOWS ARE BASED ON CRITICAL STORM CENTERINGS 1 INDEX POINT B : OPTION 1 EXECUTED ON 27 MAR 2000 AT11:51: B BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 6 -LICK CREEK ABOVE ALUM CREEK DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 10.05 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DIVERSION DISCHARGE 100 YEAR 10001. 0. .00 4642. 0. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI 10.05: :URBAN % 5.00: :CP 640 460.00: :IMPERV % 2.00: :% SAND 40.00: 1 INDEX POINT 9 : OPTION 1 EXECUTED ON 27 MAR 2000 AT11:51: B BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 7 -ALUM CREEK ABOVE TRIB AC-2 DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA .19 SQUARE MILES -----------MAXIMUM -------------FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DIVERSION DISCHARGE 100 YEAR 643. 0. .00 BB. 0. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI .19: :URBAN % .00: :CP 640 460.00 : :IMPERV % .00: :% SAND 40.00 : 1 INDEX POINT 10 : OPTION 1 EXECUTED ON 27 MAR 2 000 AT11:51: B BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 8 -TRIB AC-2 ABOVE ALUM CREEK DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA .17 SQUARE MILES -----------MAXIMUM -------------FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DIVERSION DISCHARGE 100 YEAR 579. 0. .00 79. 0 . -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI .17: :URBAN % .00: :CP 640 460.00 : :IMPERV % .00: :% SAND 40.00: 1 INDEX POINT 11 : OPTION 1 EXECUTED ON 27 MAR 2000 AT11:51: 8 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON ALUM CREEK BELOW TRIN AC-2 COINCIDENT FLOW -SUMMARY SHEET -OPTION 1 DRAINAGE AREA .36 SQUARE MILES ------TRIBUTARY ABOVE--------------* ------MAINSTEM ABOVE---------------* MAINSTEM BELOW--------------- FREQUENCY PEAK ----COINCIDENT ON------* PEAK ----COINCIDENT ON------* PEAK ----COINCIDENT ON------ DISCHARGE STEM ABOVE STEM BELOW * DISCHARGE TRIB ABOVE STEM BELOW * DISCHARGE TRIB ABOVE STEM ABOVE 100 YEAR 1219. 579. 578. 640. 641. 1219. 643. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI .36: :URBAN % .00: :CP 640 460.00: :IMPERV % .00 : :% SAND 40.00: 577. * ALL DISCHARGES AND COINCIDENT FLOWS ARE BASED ON CRITICAL STORM CENTERINGS l INDEX POINT 12 : OPTION 1 EXECUTED ON 27 MAR 2000 AT11 :51 : 8 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE * MAR 2000 EVENT STORM CENTERING ON LOC 9 -ALUM CREEK ABOVE AC-3 DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA .86 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DIVERSION DISCHARGE 1219 . 100 YEAR 2176. 0. . 00 403. 0 . -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI .86: :URBAN % .00: :CP 640 460.00: :IMPERV % .00: :% SAND 40.00: 1 INDEX POINT 13 : OPTION 1 EXECUTED ON 27 MAR 2000 AT11:51 : 8 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 10 -TRIB AC-3 ABOVE ALUM CREEK DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA .98 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DIVERSION DISCHARGE 100 YEAR 2318. 0. .00 465. 0. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI .98: :URBAN % 10.00: :CP 640 460.00: :IMPERV % 5.00: :% SAND 40.00: 1 INDEX POINT 14 : OPTION 1 EXECUTED ON 27 MAR 2000 AT11:51: 8 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON ALUM CREEK BELOW TRIB AC-3 COINCIDENT FLOW -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 1 .84 SQUARE MILES ------TRIBUTARY ABOVE--------------* ------MAINSTEM ABOVE---------------* MAINSTEM BELOW--------------- FREQUENCY PEAK ----COINCIDENT ON------* PEAK ----COINCIDENT ON------* PEAK ----COINCIDENT ON------ DISCHARGE STEM ABOVE STEM BELOW * DISCHARGE TRIB ABOVE STEM BELOW * DISCHARGE 100 YEAR 4233. TRIB ABOVE 2318. 2073. STEM ABOVE 1903. 2159. 4221. 2176. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI 1.84: :URBAN % 5.33: :CP 640 460.00: : IMPERV % 2.66: 2056. 4233. :% SAND 40.00: * ALL DISCHARGES AND COINCIDENT FLOWS ARE BASED ON CRITICAL STORM CENTERINGS 1 INDEX POINT 15 : OPTION 1 EXECUTED ON 27 MAR 2000 AT11:51: 8 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 11 -ALUM CREEK ABOVE TRIB AC-4 DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 2.61 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DIVERSION DISCHARGE 100 YEAR 4629. 0. .00 1248. 0. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI 2.61: :URBAN % 20.00: :CP 640 460.00: :IMPERV % 10.00: :% SAND 40.00: 1 INDEX POINT 16 : OPTION 1 EXECUTED ON 27 MAR 2000 AT11:51 : 8 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 12 -ALUM CREEK ABOVE TRIB AC-1 DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 3.08 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DIVERSION DISCHARGE 100 YEAR 5028. 0. .00 1461. 0. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI 3.08: :URBAN % 15.00: :CP 640 460.00: :IMPERV % 7 .00: :% SAND 40.00: 1 INDEX POINT 17 : OPTION 1 EXECUTED ON 27 MAR 2000 AT11:51: 8 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 13 TRIB AC-1 ABOVE TRIB AC-lA DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA .14 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DIVERSION DISCHARGE 100 YEAR 499 . 0. .00 66. 0. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI .14: :URBAN % 15.00: :CP 640 460.00: :IMPERV % 7.00: :% SAND 40.00: 1 INDEX POINT 18 : OPTION 1 EXECUTED ON 27 MAR 2000 AT11:51: 8 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 14 -TRIB AC-lA ABOVE TRIB AC-1 DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA .13 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DIVERSION DISCHARGE 100 YEAR 482. 0 . .00 61. 0. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI .13: :URBAN % 15.00: :CP 640 460.00: :IMPERV % 7.00: :% SAND 40.00: 1 INDEX POINT 19 : OPTION 1 EXECUTED ON 27 MAR 2000 AT11:51: 8 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON TRIB AC-1 BELOW TRIB AC-lA COINCIDENT FLOW -SUMMARY SHEET -OPTION 1 DRAINAGE AREA .27 SQUARE MILES ------TRIBUTARY ABOVE--------------* ------MAINSTEM ABOVE---------------* MAINSTEM BELOW--------------- FREQUENCY PEAK ----COINCIDENT ON------* PEAK ----COINCIDENT ON------ DISCHARGE STEM ABOVE STEM BELOW * DISCHARGE DISCHARGE 100 YEAR 979. TRIB ABOVE 482. 481. STEM ABOVE 497. 979. 499. 498. ----COINCIDENT ON------ TRIB ABOVE STEM BELOW 480. 979. -------------------------AVERAGE DATA ------------------------- * PEAK * :DA-SQ.MI . 27: :URBAN % 15.00: :CP 640 4 60. 00: : IMPERV % 7.00: :% SAND 40.00: * ALL DISCHARGES AND COINCIDENT FLOWS ARE BASED ON CRITICAL STORM CENTERINGS 1 INDEX POINT 20 : OPTION 1 EXECUTED ON 27 MAR 2000 AT11:51: 8 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 15 -TRIB AC-1 ABOVE 16 DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA .54 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DIVERSION DISCHARGE 100 YEAR 1627. 0. .00 257. 0. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI .54: :URBAN % 10.00: :CP 640 460.00: :IMPERV % 5.00: :% SAND 40.00: 1 INDEX POINT 21 : OPTION 1 EXECUTED ON 27 MAR 2000 AT11:51: 8 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 16 -TRIB AC-1 ABOVE ALUM CREEK DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA .92 SQUARE MILES -----------MAXIMUM -------------FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DIVERSION DISCHARGE 100 YEAR 2103. o. .00 434. 0 . -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI .92: :URBAN % 7.00: :CP 640 460.00: :IMPERV % 3.00: :% SAND 40.00: 1 INDEX POINT 22 : OPTION 1 EXECUTED ON 27 MAR 2000 AT11 :51: 8 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON ALUM CREEK BELOW TRIB AC-1 COINCIDENT FLOW -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 4 .00 SQUARE MILES ------TRIBUTARY ABOVE--------------* ------MAINSTEM ABOVE---------------* MAINSTEM BELOW--------------- FREQUENCY PEAK ----COINCIDENT ON------* PEAK ----COINCIDENT ON------* PEAK ----COINCIDENT ON------ DISCHARGE STEM ABOVE STEM BELOW * DISCHARGE TRIB ABOVE STEM BELOW * DISCHARGE TRIB ABOVE STEM ABOVE 100 YEAR 6702 . 2103. 1871. 4133. 4831. 6236. 5028. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI 4. 00: :URBAN % 13 .16: :CP 640 460.00: :IMPERV % 6.08: :% SAND 40.00: 1480. * ALL DISCHARGES AND COINCIDENT FLOWS ARE BASED ON CRITICAL STORM CENTERINGS 1 INDEX POINT 23 : OPTION 1 EXECUTED ON 27 MAR 2000 AT11:51: 8 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 17 -ALUM CREEK ABOVE LICK CREEK DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 4.40 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DIVERSION DISCHARGE 100 YEAR 5722. o. .00 2070. 0. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI 4.40: :URBAN % 10.00: :CP 640 460.00: :IMPERV % 5.00: :% SAND 40 .00: 1 INDEX POINT 24 : OPTION 1 EXECUTED ON 27 MAR 2000 AT11:51: 8 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LICK CREEK BELOW ALUM CREEK COINCIDENT FLOW -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 14.45 SQUARE MILES 6508. ------TRIBUTARY ABOVE--------------* MAINSTEM BELOW--------------- ------MAINSTEM ABOVE--------------- FREQUENCY PEAK ----COINCIDENT ON------* PEAK ----COINCIDENT ON------ ----COINCIDENT ON------ * * PEAK DISCHARGE STEM ABOVE STEM BELOW * DISCHARGE TRIB ABOVE TRIB ABOVE STEM ABOVE STEM BELOW DISCHARGE 100 YEAR 14878. 5722. 5055. 8681. 9823. 14403. 10001. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI 14 .45: :URBAN % 6. 52: :CP 640 460 .00: :IMPERV % 2 .91: :% SAND 40.00: 4539. * ALL DISCHARGES AND COINCIDENT FLOWS ARE BASED ON CRITICAL STORM CENTERINGS 1 INDEX POINT 25 : OPTION 1 EXECUTED ON 27 MAR 2000 AT11:51: 8 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 18 -LICK CREEK BELOW TRIB LC-2 DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 16.50 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME 100 YEAR 15678 . 0. .00 7573. DIVERSION DISCHARGE 0 . -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI 16.50: :URBAN % 5.00: :CP 640 460.00: :IMPERV % 3 .00: :% SAND 40.00: 1 INDEX POINT 26 : OPTION 1 EXECUTED ON 27 MAR 2000 AT11:51: 8 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 19 -LICK CREEK BELOW ROAD "A" DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 18.28 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME 100 YEAR 15798 . 0 . .00 8307. DIVERSION DISCHARGE 0. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI 18.28: :URBAN % .00: :CP 640 460.00: :IMPERV % .00: 14540. * :% SAND 40.00: 1 INDEX POINT 27 : OPTION 1 EXECUTED ON 27 MAR 2000 AT11:51: 8 1 4 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 EVENT STORM CENTERING ON LOC 20 -LICK CREEK ABOVE NAVASOTA RIVER DISCHARGE POINT -SUMMARY SHEET -OPTION 1 DRAINAGE AREA 20.57 SQUARE MILES -----------MAXIMUM ------------- FREQUENCY DISCHARGE STORAGE ELEVATION VOLUME DIVERSION DISCHARGE 100 YEAR 15039. 0. .00 9321. 0. -------------------------AVERAGE DATA ------------------------- :DA-SQ.MI :CP 640 : % SAND 20.57: :URBAN % .00: 460.00: :IMPERV % . 00: 40 .00: EXECUTED ON 27 MAR 2000 AT BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 UNIT HYDROGRAPH DATA -OPTION 1 11:51: INDEX POINT LOC 1 -LICK DA-SQ.MI SST-FT/MI 1-------------------------------------------------- CT QPR-CFS/MI IMPERV % INDEX POINT LOC 2 -LICK DA-SQ.MI SST-FT/MI CT QPR-CFS/MI IMPERV % INDEX POINT LOC 3 -TRIB DA-SQ.MI SST-FT/MI CT QPR-CFS/MI IMPERV % INDEX POINT LOC 4 -LICK DA-SQ.MI SST-FT/MI CT QPR-CFS/MI IMPERV % CREEK HEADWATERS ABOVE HWY 6 1.02 L-MILE 21.65 URBAN% .64 TP-HOUR 540.81 QPRl-CFS 10.00 % SAND 2.10 20.00 .83 551. 63 40.00 LCA-MILE CP 640 TPR-HOUR TR-HOUR 1.13 460.00 .85 .25 2-------------------------------------------------- CREEK ABOVE TRIB LC-1 1. 72 22.84 . 71 396.56 5.00 L-MILE URBAN % TP-HOUR QPRl-CFS % SAND 3.10 10.00 1.15 682.08 40.00 LCA-MILE 1. 59 CP 640 460.00 TPR-HOUR 1.16 TR-HOUR .25 3--------------------------------------------------LC-l ABOVE LICK CREEK 1.53 L-MILE 18.18 URBAN % .68 TP-HOUR 443.96 QPRl-CFS 10 .00 % SAND 2. 64 20.00 1. 02 679. 26 40.00 LCA-MILE CP 640 TPR-HOUR TR-HOUR 1. 43 4 60. 00 1. 04 .25 5--------------------------------------------------CREEK ABOVE SPRING CREEK 4.43 L-MILE 4.94 LCA-MILE 3.25 18.11 URBAN % 5 .00 CP 640 460.00 .85 TP-HOUR 1. 95 TPR-HOUR 1. 92 239.23 QPRl-CFS 1059.80 TR-HOUR .25 2.00 % SAND 40 .00 8 1 4 1 4 INDEX POINT LOC 5 -SPRING DA-SQ.MI SST-FT/MI 6--------------------------------------------------CREEK ABOVE LICK CREEK 3.74 L-MILE 15.46 URBAN % 5.35 15.00 1. 90 915.26 40 .00 LCA-MILE CP 640 3.06 4 60. 00 1. 88 .25 CT QPR-CFS/MI IMPERV % .82 TP-HOUR 244.72 QPRl-CFS 7 .00 % SAND TPR-HOUR TR-HOUR EXECUTED ON 27 MAR 2000 AT 11:51: 8 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 UNIT HYDROGRAPH DATA -OPTION 1 INDEX POINT LOC 6 -LICK DA-SQ.MI SST-FT/MI CT QPR-CFS/MI IMPERV % INDEX POINT LOC 7 -ALUM DA-SQ.MI SST-FT/MI CT QPR-CFS/MI IMPERV % INDEX POINT LOC 8 -TRIB DA-SQ.MI SST-FT/MI CT QPR-CFS/MI IMPERV % INDEX POINT LOC 9 -ALUM DA-SQ.MI SST-FT/MI CT QPR-CFS/MI IMPERV % INDEX POINT LOC 10 -TRIB DA-SQ.MI SST-FT/MI CT QPR-CFS/MI IMPERV % 8-------------------------------------------------- CREEK ABOVE 10.05 13.83 .95 168.49 2.00 ALUM CREEK L-MILE URBAN % TP-HOUR QPRl-CFS % SAND 7.23 5.00 2.79 1693.28 40.00 LCA-MILE CP 640 TPR-HOUR TR-HOUR 4.97 460.00 2.73 .25 9--------------------------------------------------CREEK ABOVE TRIB AC-2 .19 L-MILE 53.57 URBAN % .51 TP-HOUR 1165.10 QPRl-CFS .00 % SAND .75 .00 .35 221.37 40.00 LCA-MILE CP 640 TPR-HOUR TR-HOUR .38 460.00 .39 .25 10-------------------------------------------------- AC-2 ABOVE ALUM CREEK .17 L-MILE 40.82 URBAN % .53 TP-HOUR 1182.49 QPRl-CFS .00 % SAND .66 .00 . 34 201.02 40 .00 LCA-MILE CP 640 TPR-HOUR TR-HOUR .36 4 60. 00 .39 .25 12-------------------------------------------------- CREEK ABOVE AC-3 . 86 L-MILE 27. 72 URBAN % .64 TP-HOUR 674.84 QPRl-CFS .00 % SAND 1. 35 .00 . 65 580.36 40.00 LCA-MILE CP 640 TPR-HOUR TR-HOUR .77 460.00 .68 .25 13-------------------------------------------------- AC-3 ABOVE ALUM CREEK .98 L-MILE 36.81 URBAN % .60 TP-HOUR 592.74 QPRl-CFS 5.00 % SAND 1. 92 10.00 .75 580 .89 40 .00 LCA-MILE CP 640 TPR-HOUR TR-HOUR 1. 06 460.00 .78 .25 EXECUTED ON 27 MAR 2000 AT 11:51: 8 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 UNIT HYDROGRAPH DATA -OPTION 1 INDEX POINT LOC 11 -ALUM DA-SQ.MI SST-FT/MI CT QPR-CFS/MI 15-------------------------------------------------- CREEK ABOVE TRIB AC-4 2.61 L-MILE 25 .41 URBAN % .68 TP-HOUR 377.68 QPRl-CFS 3.26 20.00 1. 21 985.76 LCA-MILE CP 640 TPR-HOUR TR-HOUR 2.14 4 60. 00 1. 22 .25 1 4 IMPERV % INDEX POINT LOC 12 -ALUM DA-SQ.MI SST-FT/MI CT QPR-CFS/MI IMPERV % 10.00 % SAND 40.00 16-------------------------------------------------- CREEK ABOVE TRIB AC-1 3.08 L-MILE 22.71 URBAN% . 72 TP-HOUR 333.12 QPRl-CFS 7.00 % SAND 3.64 15.00 1. 38 1026.00 40.00 LCA-MILE CP 640 TPR-HOUR TR-HOUR 2.36 460.00 1. 38 .25 17--------------------------------------------------INDEX POINT LOC 13 TRIB DA-SQ.MI SST-FT/MI CT QPR-CFS/MI IMPERV % AC-l ABOVE TRIB AC-lA INDEX POINT LOC 14 -TRIB DA-SQ .MI SST-FT/MI CT QPR-CFS/MI IMP ERV % . INDEX POINT LOC 15 -TRIB DA-SQ.MI SST-FT/MI CT QPR-CFS/MI IMP ERV % .14 L-MILE 83.33 URBAN % .43 TP-HOUR 1289.89 QPRl-CFS 7.00 % SAND .73 15.00 .31 180.59 40.00 LCA-MILE CP 640 TPR-HOUR TR-HOUR . 45 460.00 .36 .25 18-------------------------------------------------- AC-lA ABOVE TRIB AC-1 .13 L-MILE . 63 LCA-MILE .39 76 . 59 URBAN % 15.00 CP 640 4 60. 00 .43 TP-HOUR .28 TPR-HOUR .33 1394.27 QPRl-CFS 181. 26 TR-HOUR .25 7.00 % SAND 40.00 20-------------------------------------------------- AC-1 ABOVE 16 . 54 L-MILE 1. 04 LCA-MILE . 64 48. 71 URBAN % 10.00 CP 640 4 60. 00 .52 TP-HOUR .46 TPR-HOUR .50 914. 30 QPRl-CFS 493. 72 TR-HOUR .25 5.00 % SAND 40.00 EXECUTED ON 27 MAR 2000 AT 11:51: BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 UNIT HYDROGRAPH DATA -OPTION 1 INDEX POINT LOC 16 -TRIB DA-SQ.MI SST-FT/MI CT QPR-CFS/MI IMPERV % INDEX POINT LOC 17 -ALUM DA-SQ.MI SST-FT/MI CT QPR-CFS/MI IMPERV % INDEX POINT LOC 18 -LICK DA-SQ.MI SST-FT/MI CT QPR-CFS/MI IMPERV % INDEX POINT LOC 19 -LICK DA-SQ.MI SST-FT/MI CT QPR-CFS/MI IMPERV % 21-------------------------------------------------- AC-1 ABOVE ALUM CREEK .92 L-MILE 1. 96 LCA-MILE 1.16 36. 73 URBAN % 7.00 CP 640 460.00 . 62 TP-HOUR .79 TPR-HOUR .82 560.21 QPRl-CFS 515.39 TR-HOUR .25 3.00 % SAND 40.00 23-------------------------------------------------- CREEK ABOVE LICK CREEK 4. 40 L-MILE 16.40 URBAN % .84 TP-HOUR 240 .03 QPRl-CFS 5.00 % SAND 4.97 10.00 1. 94 1056.14 40.00 LCA-MILE CP 640 TPR-HOUR TR-HOUR 3 .30 4 60. 00 1. 92 .25 25-------------------------------------------------- CREEK BELOW TRIB LC-2 16.50 L-MILE 12.66 URBAN% .98 TP-HOUR 161.02 QPRl-CFS 3.00 % SAND 8.22 5.00 2.93 2656.85 40.00 LCA-MILE CP 640 TPR-HOUR TR-HOUR 4. 72 460.00 2. 86 .25 26-------------------------------------------------- CREEK BELOW ROAD "A" 18.28 L-MILE 11. 31 URBAN % 1.05 TP-HOUR 142.04 QPRl-CFS .00 % SAND 9.67 .00 3.33 2596.48 40.00 LCA-MILE CP 640 TPR-HOUR TR-HOUR 4.89 460.00 3.24 .25 8 1 4 INDEX POINT 27-------------------------------------------------- LOC 20 -LICK CREEK ABOVE NAVASOTA RIVER DA-SQ.MI 20.57 L-MILE 12.03 LCA-MILE 6.65 SST-FT/MI 9.64 URBAN % .00 CP 640 460.00 CT 1.13 TP-HOUR 4.20 TPR-HOUR 4.07 QPR-CFS/MI 113.06 QPRl-CFS 2325. 72 TR-HOUR .25 IMPERV % .00 % SAND 40.00 EXECUTED ON 27 MAR 2000 AT 11:51: BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 UNIT HYDROGRAPH DATA -OPTION 1 INDEX POINT LOC 21 -TRIB DA-SQ.MI SST-FT/MI CT QPR-CFS/MI IMPERV % 28-------------------------------------------------- LC-l ABOVE LICK CREEK 1. 53 L-MILE 18.18 URBAN % . 68 TP-HOUR 443.96 QPRl-CFS 10.00 % SAND 2.64 20.00 1.02 679. 26 40.00 LCA-MILE CP 640 TPR-HOUR TR-HOUR 1. 43 460.00 1. 04 .25 8 1 EXECUTED ON 27 MAR 2000 AT 11:51: 8 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 BRAZOS COUNTY *LICK CREEK UPDATE* MAR 2000 UNIT HYDROGRAPH DATA -OPTION 1 INDEX AREA AREA LENGTH .LCA SST CP 640 CT TP QPRl TR URBAN IMPERV % POINT NAME SQ.MI MILES MILES FT/MI HOUR CFS HOUR % % SAND -----------------------------------1 LOC 1 1.02 2 .10 1.13 21.65 460.00 .64 .83 551.63 .25 20.00 10.00 40.00 2 LOC 2 1. 72 3.10 1. 59 22.84 460.00 . 71 1.15 682.08 .25 10.00 5.00 40.00 3 LOC 3 1.53 2.64 1. 43 18.18 4 60. 00 .68 1. 02 679. 26 .25 20.00 10.00 40.00 5 LOC 4 4.43 4. 94 3.25 18.11 460.00 .85 1. 95 1059.80 .25 5.00 2.00 40.00 6 LOC 5 3.74 5.35 3.06 15.46 4 60. 00 .82 1. 90 915.26 .25 15.00 7.00 40.00 8 LOC 6 10.05 7.23 4.97 13.83 460.00 .95 2 .79 1693.28 .25 5.00 2.00 40.00 9 LOC 7 .19 .75 .38 53.57 460.00 .51 .35 221. 37 .25 .00 .00 40.00 10 LOC 8 .17 .66 .36 40.82 460.00 .53 . 34 201. 02 .25 .00 .00 40.00 12 LOC 9 .86 1. 35 .77 27. 72 460.00 .64 . 65 580.36 .25 .00 .00 40.00 13 LOC 10 .98 1. 92 1. 06 36.81 460.00 . 60 .75 580.89 .25 10.00 5.00 40.00 15 LOC 11 2.61 3.26 2.14 25.41 4 60 . 00 . 68 1. 21 985.76 .25 20.00 10.00 40.00 16 LOC 12 3.08 3.64 2.36 22. 71 460.00 . 72 1. 38 1026.00 .25 15.00 7.00 40.00 17 LOC 13 .14 .73 .45 83.33 460.00 . 43 .31 180.59 .25 15.00 7.00 40.00 18 LOC 14 .13 . 63 .39 76.59 460.00 .43 .28 181. 26 .25 15 .00 7.00 40.00 20 LOC 15 .54 1. 04 . 64 48. 71 4 60. 00 .52 .46 493. 72 .25 10.00 5.00 40.00 TPR QPR HOUR CFS/MI .85 540 .81 1. 16 396.56 1. 04 443.96 1. 92 239.23 1. 88 244.72 2.73 168 .49 .39 1165 .10 .39 1182.49 .68 674.84 .78 592.74 1. 2 2 377.68 1. 38 333.12 .36 1289.89 .33 1394.27 .so 914.30 21 LOC 16 .92 1. 96 1.16 36.73 460.00 . 62 .79 .82 560.21 515.39 .25 7.00 3.00 40.00 23 LOC 17 4.40 4. 97 3.30 16. 40 460.00 .84 1. 94 1. 92 240.03 1056.14 .25 10.00 5.00 40.00 25 LOC 18 16.50 8.22 4. 72 12.66 460.00 .98 2.93 2 .86 161.02 2656.85 .25 5.00 3.00 40.00 26 LOC 19 18.28 9.67 4.89 11. 31 460.00 1. 05 3.33 3.24 142.04 2596.48 .25 .00 .00 40.00 27 LOC 20 20.57 12.03 6.65 9.64 460.00 1.13 4.20 4.07 113. 06 2325. 72 .25 .00 .00 40.00 28 LOC 21 1. 53 2.64 1. 43 18.18 460.00 .68 1. 02 1. 04 443.96 679. 26 .25 20.00 10.00 40.00 1 April I 0, 2000 Mr. Jack Quarles, P .E. Civil Engineer FEMA Region VI Federal Regional Center 800 North Loop 288 Denton, TX 76201 RE: Lick Creek Watershed Flood Insurance Study COLLEGE STATION P. 0. Box 9960 1101 Texas Avenue Tet. 409 764 3500 College Station, TX 77842 Brazos County September 1987 Dear Mr. Quarles, This is to follow up on our discussion from last week, and previous discussions with Dale Hoff, regarding soil parameters used in the Flood Insurance Study for Lick Creek. As discussed, the NuDallas hydrologic model (Exhibit I) for this watershed used a ninety- percent sand condition for the entire watershed. The output from this model matches the flows published in the effective FIS (Exhibit 2). This study covers three other watersheds within Brazos County with similar input. A review of the Brazos County Soil Survey shows that the drainage basin primarily consists of Lufkin, Edge, and Tabor soils (Exhibit 3). All three of these soils are classified by the NRCS (SCS) as Hydro logic Group D, soils having very slow infiltration and high runoff potential. A field reconnaissance of the watershed confirmed the Soil Survey findings. A Preliminary analysis shows that changing the model from ninety-percent sand to forty-percent (based upon Soil Survey) would increase flows by more than fifty percent. The City of College Station is currently preparing a LOMR to extend this study upstream. We also believe hat the existing study should be revised if supporting material is not found to justify the effective study. The area within the City of College Station along Lick Creek is largely undeveloped at this time, but surrounded by growth. The city will be extending sewer service along this creek, which will open the area for development within a year. The city would like to ensure that this issue is resolved prior to the area experiencing development. We would like your assistance and cooperation in resolving this issue and updating the maps if necessary. Home of Texas A&M University If you have any questions, please call me at (979) 764-3570. Sincerely, ~~(~ Jeff Tondre, P.E. Civil Engineer Development Services xc: Dale Hoff, FEMA Region VI Ray Crow, P.E., Brazos County Engineering COLLEGE STATION April I 0, 2000 Mr. William H. Black, P.E. Fort Worth District P. 0. Box 9960 US Army Corps of Engineers P.O. Box 17300 Ft. Worth, TX 76102 RE: Backup Information Flood Insurance Study Brazos County Lick Creek, Sept 1987 Dear Mr. Black 1101 Texas Avenue Tet. 409 764 3500 College Station, TX 77842 The City of College Station is extending upstream a flood study of the Lick Creek watershed. The Army Corps of Engineers-Fort Worth District conducted the original study of Lick Creek in September 1987 as a Limited Detailed Study. Mr. Jack Quarles, with FEMA Region VI, directed us to you to request backup information from the existing effective study. We would like to request a copy of the following information: • study base contour map, • HEC-2 cross-section location map, • NuDallas drainage basin sub-area map, • supporting material regarding centroid location, slope, and length, • support material regarding soil types, urbanization, and impervious cover • available electronic NuDallas hydrologic analyses and HEC-2 hydraulic models. We have reviewed a paper copy of the NuDallas Hydrologic model used in the Flood Insurance Study. One input parameter used in the model concerns us, and we would like some classification regarding the bases of this parameter. Throughout the twenty square mile Lick Creek watershed, and the other watersheds included in the study, a soil factor of ninety-percent sand was used. It is our assumption that such a soil would have rapid infiltration and a low runoff potential. A review of the Brazos County Soil Survey shows that the drainage basin primarily consists of Lufkin, Edge, and Tabor soils. All three of these soils are classified by the NRCS (SCS) as Hydrologic Group D, soils having very slow infiltration and high runoff potential. A field reconnaissance of the watershed confirmed the Soil Survey findings. Home of Texas A&M University ,-- f I Sub-Area Area (sq. mi.) Al 0.9300 A2 0.3390 A2A 0.4248 A2B 0.0785 A3 0.3692 B 0.0898 Bl 0.0451 B2 0.1605 Cl 0.1522 C2 0.2865 D 0.9844 TABLE2.2 t:'vo~ c (.<;~ 'f'f .. o~-r:rs& fJ Request for Letter of Map Revision Sub-Area Characteristics I Flow Watershed · Curve TLAG Path Slope s (ft) (%) Number (hours) 11250 1.01 81.00 2.35 2.124 6845 1.39 80.60 2.41 1.232 5330 1.02 80.06 2.49 1.198 2450 1.47 79.00 2.66 0.554 6132 1.00 79.80 2.53 1.364 2641 1.50 79.00 2.66 0.582 1734 1.45 81 .79 2.23 0.387 4025 1.72 81.00 2.35 0.715 2149 4.10 81.26 2.31 0.278 4512 1.33 82.66 2.10 0.844 9830 0.76 80.66 2.40 2.222 Page 2-4 Jub-Area NF-1 Sub-Area SF-1 Sub-Area LM-1 % CN % CN % CN Med Dens Res 60 87 Med Dens Res 85 87 Med Dens Res 0 87 Low Dens Res 0 84 Low Dens Res 0 84 Low Dens Res 10 84 Commercial 40 94 Commercial 15 94 Commercial 0 94 Undeveloped 0 80 Undeveloped 0 80 Undeveloped 0 80 Woods 0 75 Woods 0 75 Woods 0 75 Pasture/grass 0 83 Pasture/grass 0 83 Pasture/grass 90 83 Landfill 0 85 Landfill 0 85 Landfill 0 85 CN (weighted) 89.8 CN (weighted) 88.1 CN (weighted) 83.1 Sub-Area NF-2 Sub-Area SF-2 Sub-Area LM-2 % CN % CN % CN Med Dens Res 90 87 Med Dens Res 75 87 Med Dens Res 0 87 Low Dens Res 0 84 Low Dens Res 10 84 Low Dens Res 0 84 Commercial 10 94 Commercial 15 94 Commercial 0 94 Undeveloped 0 80 Undeveloped 0 80 Undeveloped 0 80 Woods 0 75 Woods 0 75 Woods 0 75 Pasture/grass 0 83 Pasture/grass 0 83 Pasture/grass 60 83 Landfill 0 85 Landfill 0 85 Landfill 40 85 CN (weighted) 87.7 CN (weighted) 87.8 CN (weighted) 83.8 ;ub-Area NF-3 Sub-Area SF-3 Sub-Area LM-3 % CN % CN % CN Med Dens Res 0 87 Med Dens Res 95 87 Med Dens Res 100 87 Low Dens Res 0 84 Low Dens Res 0 84 Low Dens Res 0 84 Commercial 100 94 Commercial 5 94 Commercial 0 94 Undeveloped 0 80 Undeveloped 0 80 Undeveloped 0 80 Woods 0 75 Woods 0 75 Woods 0 75 Pasture/grass 0 83 Pasture/grass 0 83 Pasture/grass 0 83 Landfill 0 85 Landfill 0 85 Landfill 0 85 CN (weighted) 94.0 CN (weighted) 87.4 CN (weighted) 87.0 Sub-Area NF-4 Sub-Area SF-4 Sub-Area LM-4 % CN % CN % CN Med Dens Res 0 87 Med Dens Res 0 87 Med Dens Res 0 87 Low Dens Res 0 84 Low Dens Res 0 84 Low Dens Res 0 84 Commercial 85 94 Commercial 85 94 Commercial 0 94 Undeveloped 15 80 Undeveloped 15 80 Undeveloped 0 80 Woods 0 75 Woods 0 75 Woods 100 75 Pasture/grass 0 83 Pasture/grass 0 83 Pasture/grass 0 83 Landfill 0 85 Landfill 0 85 Landfill 0 85 CN (weighted) 91 .9 CN (weighted) 91.9 CN (weighted) 75.0 Sub-Area LM-5 Sub-Area AL-1 Sub-Area AC 1-1 % CN % CN % CN Med Dens Res 0 87 Med Dens Res 0 87 Med Dens Res 50 87 Low Dens Res 0 84 Low Dens Res 100 84 Low Dens Res 0 84 Commercial 0 94 Commercial 0 94 Commercial 50 94 Undeveloped 0 80 Undeveloped 0 80 Undeveloped 0 80 Woods 100 75 Woods 0 75 Woods 0 75 Pasture/grass 0 83 Pasture/grass 0 83 Pasture/grass 0 83 Landfill 0 85 Landfill 0 85 Landfill 0 85 CN (weighted) 75.0 CN (weighted) 84.0 CN (weighted) 90.5 Sub-Area AL-2 % CN Med Dens Res 0 87 Low Dens Res 0 84 Commercial 0 94 Undeveloped 0 80 Woods 100 75 Pasture/grass 0 83 Landfill 0 85 CN (weighted) 75.0 Sub-Area AL-3 % CN Med Dens Res 0 87 Low Dens Res 0 84 Commercial 0 94 Undeveloped 0 80 Woods 100 75 Pasture/grass 0 83 Landfill 0 85 CN (weighted) 75.0 I Table I Area Characteristics Sub-1 Sub-Area Area Flow Path Upper Lower Watershed Curve s T(Lag) Elev. Elev. Slope Number (sq mi) (ft} (%) (hrs) NF.1 3,400 333 306 0.79 89.8 1.1 4 0.672 NF.2 5,650 329 290 0.69 87.7 1.40 1.174 NF.3 5,750 314 274 0.70 94 0.64 0.908 NF.4 7,500 320 261 0.79 91.9 0.88 1.163 SF.1 4,600 363 287 1.65 88.05 1.36 0.635 SF.2 5,000 345 279 1.32 87.75 1.40 0.769 SF.3 5,900 307 272 0.59 87.35 1.45 1.329 SF.4 5,950 301 261 0.67 91 .9 0.88 1.045 LM .1 10,625 307 248 0.56 83.1 2.03 2.555 LM .2 8,500 292 227 0.76 83.8 1.93 1.779 LM .3 10,750 301 218 0.77 87 1.49 1.907 LM.4 7,250 250 211 0.54 75 3.33 2.454 LM .5 13,750 298 198 0.73 75 3.33 3.522 AL.1 11,000 330 238 0.84 84 1.90 2.077 AL.2 8,750 295 225 0.80 75 3.33 2.339 AL.3 7,800 291 208 1.06 75 3.33 1.850 AC1.1 10,750 319 225 0.87 90.5 1.05 1.562 1***************************************** *************************************** 1 * * * * * FLOOD HYDROGRAPH PACKAGE {HEC-1) * * U.S. ARMY CORPS OF ENGINEERS * * JUN 1998 * * HYDROLOGIC ENGINEERING CENTER * * VERSION 4.1 * * 609 SECOND STREET * * * * DAVIS, CALIFORNIA 95616 * * RUN DATE 14JUN00 TIME 09:50:57 * * ( 916) 756-1104 * * * * * ***************************************** *************************************** x x xxxxxxx xxxxx x x x x x x xx x x x x x xxxxxxx xxxx x xxxxx x x x x x x x x x x x x x x xxxxxxx xxxxx xxx THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HECl {JAN 73), HEClGS, HEClDB, AND HEClKW. THE DEFINITIONS OF VARIABLES -RTIMP-AND -RTIOR-HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE. THE DEFINITION OF -AMSKK-ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE :GREEN AND AMPT INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM LINE 1 2 3 4 5 6 HEC -1 INPUT ID ....... 1 ....... 2 ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... B ••••••• 9 ...... 10 ID Remodel of FIS for Lick ID Origianal FIS created ID College Station, Texas *DIAGRAM * IT IO * 5 5 Creek Draft Draft in NuDallas by COE in 1988 May 2000 300 * ************************************************************************** * * * Start of North Branch of Lick Creek * * * * *************************************************************************** * KK NFl PAGE 1 7 KM North Fork Drainage Area 1 (US of Victoria Ave) 8 KO 3 0 7 21 1 300 5 * 100-YEAR TYPE III SCS DISTRUBUTION 9 PB 11. 0 10 IN 30 11 PC 0 0.005 0.010 0.015 0.020 0. 026 0.032 0 .037 0.043 0 .050 12 PC 0.057 0.065 0. 072 0.081 0.089 0.102 0.115 0.130 0.148 0.167 13 PC 0.189 0.216 0.250 0.298 0 .500 0.702 0.750 0.784 0.811 0.833 14 PC 0.853 0.870 0.885 0.898 0. 911 0.919 0.928 0.935 0.943 0.950 15 PC 0.957 0.963 0.968 0.974 0.980 0.985 0.990 0.995 1 * 16 BA 0.2941 17 LS 89.8 18 UD 0. 672 * 19 KK -> 1 20 KM Reach 1 from Victoria Ave to US City Uti lity SC property 21 RD 22 RC .06 .03 .06 3000 .008 23 RX 1000 1240 1270 1272 1280 1290 1540 1650 24 RY 304 302 300 288 288 300 302 304 * * 25 KK NF2 26 KM North Fork Drainage Area 2 (US of City USC property) 27 BA 0.3343 28 LS 87.7 29 UD 1.174 * 30 KK +@USC 31 KM Total flow upstream of USC property 32 HC 2 * 1 HE C-1 INPUT PAGE 2 LINE ID ....... 1 ....... 2 ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 33 KK -> 2 34 KM Reach 2 from US o f City USC property t o Hwy 6 35 RD 36 RC .07 .OS .07 2600 .0047 37 RX 1015 1040 1060 1070 1075 1080 1110 1350 38 RY 286 282 280 277 277 280 282 286 * 39 KK NF3 40 KM North Fo r k Drainage Area 3 (US of HWY 6) 41 BA 0.3931 42 LS 94 .0 43 UD 0.908 44 4S 46 47 48 49 so Sl S2 S3 S4 SS S6 S7 S8 S9 60 61 62 63 64 6S 1 LINE 66 67 68 69 70 71 72 73 * KK +@HWY6 KM TOTAL FLOW AT HWY 6 HC 2 * KK -> 3 KM Reach 3 from HWY 6 TO CONFLUENCE WITH SOUTH FORK RD RC .07 . 06S .07S 4200 .0033 RX 1200 1300 136S 1369 1370 137S 1800 1900 RY 279.6 274 .3 272. 8 268 .4 268.4 274 27S.2 280 * KK NF4 KM North FORK DRAINAGE AREA 4 BETWEEN HWY 6 AND CONFLUENCE WITH SOUTH FORK BA 0.219S LS 91. 9 UD 1.163 * KK +N@CON KM Total flow FROM NORTH FORK AT CONFLUENCE WITH SOUTH FORK HC 2 * * *************************************************************************** * * * Start of South Branch of Lick Creek * * * * *************************************************************************** * KK SFl KM SOUTH Fork Drainage Area 1 (US of WESTFEILD DETENTION) BA 0.S610 LS 88.1 UD 1.163 * HEC-1 INPUT ID ....... 1 ....... 2 ....... 3 ....... 4 ....... S ....... 6 ....... 7 •..•..• 8 ••..... 9 ...... 10 KK -> 4 KM Reach 4 from WESTFIELD DETENTION POND TO ALEXANDRIA DETENTION POND (ALEX AVE ) RD RC RX RY * .08 900 290 KK SF2 .OS 930 286 .08 9SS 28S .6 3140 1000 283 .0021 1003 283 1010 284 KM SOUTH Fork Drainage Area 2 (US of ALEXIANDIA AVE) 1110 288 114S 290 PAGE 3 74 BA 0.2927 75 LS B7.B 76 UD 0.635 * 77 KK +@ALEX 7B KM Total flow upstream of ALEXANDIA AVE 79 HC 2 * BO KK -> 5 Bl KM Reach 5 from ALEXANDIA AVE TO Hwy 6 B2 RD B3 RC .OB .05 .OB 41BO . 0041 B4 RX 60 230 231 290 295 300 330 460 B5 RY 2BO 277.2 276 274.B 274.B 276 335 455 * B6 KK SF3 B7 KM SOUTH Fork Drainage Area 3 (US of HWY 6) BB BA 0.4175 B9 LS B7.4 90 UD 1. 329 * 91 KK +@HY6S 92 KM TOTAL FLOW AT HWY 6 SOUTH FORK 93 HC 2 * 94 KK -> 6 95 KM Reach 6 from HWY 6 TO CONFLUENCE WITH NORTH FORK 96 RD 97 RC .08 .05 .08 2080 .00125 98 RX 1000 1155 1260 1290 1292 1310 1355 1440 99 RY 274 270 266 261 261 266 270 276 * 100 KK SF4 101 KM North FORK DRAINAGE AREA 4 BETWEEN HWY 6 AND CONFLUENCE WITH NORTH FORK 102 BA 0.2080 103 LS 91. 9 104 UD 1.045 * 1 HEC-1 INPUT PAGE 4 LINE ID ....... 1 ....... 2 ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 105 KK +S@CON 106 KM Total flow FROM NORTH FORK AT CONFLUENCE WITH SOUTH FORK 107 HC 2 * * *************************************************************************** * * * Lick Creek North and South Branch Junction * * * * *************************************************************************** * 108 KK +@CONF 109 KM Total flow AT CONFLUENCE FROM NORTH AND SOUTH FORKS llO HC 2 * * * lll KK -> 7 ll2 KM Reach 7 TO BOTTOM OF DA LM-1 FEET ll3 RD ll4 RC .085 . 065 .085 7700 .0019 ll5 RX 920 1390 1680 1685 1690 1710 1760 2000 ll6 RY 266.5 263. 5 258.5 252 252 257 .5 261 270.5 * ll 7 KK LM-1 ll8 KM DRAINAGE AREA LICK MAIN BRANCH 1 ll9 BA 0.9642 120 LS 83.1 121 UD 2.555 * 122 KK +LMl 123 KM Total flow AT LICK MAIN BRANCH 1 124 HC 2 * 125 KK -> 8 126 KM Reach 8 TO BOTTOM OF DA LM-2 7800 FEET 127 RD 128 RC .06 .055 .09 7800 .0019 129 RX 1750 1950 2040 2060 2065 2090 2130 2250 130 RY 249 242.5 242.5 238 238 243 243.5 249 * 131 KK LM-2 132 KM DRAINAGE AREA LICK MAIN BRANCH UPSTEAM OF CONFLUENCE WITH SPRING CREEK 133 BA 0.7490 134 LS 83.8 135 UD 1. 779 * 1 HEC-1 INPUT PAGE 5 LINE ID ....... 1 ....... 2 ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 136 KK +LM2 137 KM Total flow AT LICK MAIN BRANCH 2 UPSTREAM OF CONFLUENCE WITH SPRING CREEEK 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 1 LINE HC 2 * * *************************************************************************** * * * Copy from LOMR 99-06-1336P Start of Spring Creek by LJA Engineering Feb 1999 * * * * *************************************************************************** * KK * BA LS UD * * KK BA LS UD * KK HC * KK RD RC RX RY * KK BA LS UD * KK HC * KK BA LS UD * Existing Conditions A2B Flow 0.0785 0.554 Flow A2A 0.4248 1.198 scA2 2 ->scAl .08 1000 296 A2 0.3389 1. 232 scAla 2 Al 0.93 2 .124 Point 1 79 Point 2 80.06 .06 1085 294 80.60 81 .1 1230 292 7269 0.00348 1480 1520 290 290 HEC-1 INPUT 1710 292 1820 294 1905 296 I D ....... 1 ....... 2 ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 PAGE 6 164 KK scAl 165 HC 2 * 166 KK ->scA3 167 RD 168 RC .1 .06 .1 1588 0.00289 169 RX 1000 1009 1010 1011 1095 1101 1125 1126 170 RY 276 274 272 270 270 272 274 274 * 171 KK ->scB 172 RD 173 RC .1 .06 .1 1604 0.00331 174 RX 1420 1431 1432 1436 1465 1530 1545 1690 175 RY 274 272 270 266 266 270 272 272 * 176 KK A3 177 BA 0.3692 178 LS 79.80 179 UD 1. 364 * 180 KK scB 181 HC 2 * 182 KK Bl 183 BA 0.0451 184 LS 81.79 185 UD 0.387 * 186 KK B2 187 BA 0.1605 188 LS Bl 189 UD o. 715 * 190 KK up-B 191 HC 2 * 192 KK ->scB 193 RD 194 RC .1 .06 .1 2559 0.00545 195 RX 1000 1120 1122 1127 1140 1210 1285 1300 196 RY 282 278 276 270 270 276 278 280 * * Flow Point 4 * 1 HEC-1 INPUT PAGE 7 LINE ID ....... 1 ....... 2 ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 197 KK B 198 BA 0.0898 199 LS 79 200 UD 0.582 * 201 KK ds-b 202 HC 2 * 203 KK seB 204 HC 2 * 205 KK ->sec 206 RD 207 RC .06 .04 .06 3158 0.00178 208 RX 1000 1150 1168 1185 1295 1338 1400 1470 209 RY 268 266 264 262 262 264 266 270 * Flow Point 5 * 210 KK Cl 211 BA 0.1522 212 LS 81. 26 213 UD 0.278 * 214 KK to sec 215 HC 2 * 216 KK C2 217 BA 0. 2865 218 LS 82.66 219 UD 0.844 * 220 KK sec 221 HC 2 * 222 KK ->LC 223 RD 224 RC .1 .06 .1 11702 0.00217 225 RX 1000 1070 1235 1308 1322 1350 1405 1520 226 RY 264 260 254 246 246 252 254 254 * 1 HEC-1 INPUT PAGE 8 LINE ID ....... 1 ....... 2 ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 227 KK D 228 BA 0.9844 229 LS 80.66 230 UD 2.222 * 231 KK to LC 232 HC 2 * * *************************************************************************** * * * Junction of Lick and Spring Creeks * * * * *************************************************************************** * 233 KK +T@GP 234 KM TOTAL FLOW AT GREENS PRAIRE ROAD 235 HC 2 * 236 KK -> 9 237 KM Reach 9 TO BOTTOM OF DA LM-3 8100 FEET 238 RD 239 RC .085 .07 .085 8100 .0019 240 RX 1230 1300 1600 1620 1660 1740 2000 2290 241 RY 235 225 220 209 209 220 221 230 * 242 KK LM-3 243 KM DRAINAGE AREA LICK MAIN BRANCH AREA 3 244 BA 1.1478 245 LS 87.0 246 UD 1. 097 * 247 KK +LM3 248 KM Total flow AT LICK MAIN BRANCH 3 249 HC 2 * 250 KK ->10 251 KM Reach 10 TO BOTTOM OF DA LM-4 5900 FEET 252 RD 253 RC .085 .07 .085 5900 .00139 254 RX 1080 1240 1600 1630 1635 1670 2150 2600 255 RY 223 .5 216.5 216 .5 205.5 205 .5 215 216 221. 5 * 1 HEC-1 INPUT PAGE 9 LINE ID ....... 1 ....... 2 ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 1 KK LM-4 KM DRAINAGE AREA LICK MAIN BRANCH AREA 4 BA 0.6198 LS 75.0 UD 2 .454 * KK +LM4 KM Total flow AT LICK MAIN BRANCH 4 UPSTREAM OF ALUM CREEK HC 2 * * ****************************************************************************** * * * START OF ALUM CREEK DRAINAGE BASIN * * * * ****************************************************************************** * KK AL-1 KM DRAINAGE AREA ALUM CREEK AREA 1 BA 2.1493 LS 84.0 UD 2.077 * KK ->Al KM Reach Al FROM HWY 6 TRIB AC-1 RD RC .09 .065 .09 9300 .00172 RX 1000 1044 1655 1670 1700 1715 1840 2200 RY 240 234 230 226 226 230 230 240 * KK AL-2 KM DRAINAGE AREA ALUM CREEK AREA 2 BA 0.7863 LS 75.0 UD 2.339 * KK ACl-1 KM DRAINAGE AREA ALUM CREEK trib 1 (AC-1) BA 0.8551 LS 90.5 UD 1. 562 * KK KM Total flow AT alum main and AC-1 HC 3 * HEC-1 INPUT PAGE 10 1 LINE 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 ID ....... 1 ....... 2 ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 KK ->A2 KM Reach A2 from AC-1/MAIN CONFLUENCE TO CONFLUENCE OF ALUM WITH LICK CREEKS RD RC .09 .065 .09 7500 .0028 RX 1000 1300 1810 1865 1870 1900 2000 2550 RY 230 218 218 212 212 218 221 226 * KK AL-3 KM DRAINAGE AREA ALUM CREEK AREA 3 BA 0 .6026 LS 75.0 UD 1. 850 * KK +ALUM KM Total flow FROM ALUM CREEK HC 2 * * ****************************************************************************** * * * CONFLUENCE OF ALUM AND LICK CREEKS * * * * ****************************************************************************** * KK +@CONA KM Total flow DOWNSTREAM OF CONFLUENCE HC 2 * KK ->11 KM Reach 11 TO BOTTOM OF DA LM-5 7000 FEET RD RC .07 .06 .07 7000 . 00138 RX 1100 1200 1900 1930 1970 1990 2800 3700 RY 212.5 208 208 195 195 207.5 207 213 * KK LM-5 KM DRAINAGE AREA LICK MAIN BRANCH AREA 5 BA 1. 5539 LS 75.0 UD 1. 562 * KK +LM5 KM Total flow AT LICK MAIN BRANCH 5 at city limits HC 2 zz SCHEMATIC DIAGRAM OF STREAM NETWORK INPUT LINE NO. (V) ROUTING ( . ) CONNECTOR 6 NFl v v 19 -> 1 25 NF2 30 +@USC ........... . v v 33 -> 2 39 NF3 44 +@HWY6 ........... . v v 47 -> 3 53 NF4 58 +N@CON ........... . 61 SFl v v 66 -> 4 (--->) DIVERSION OR PUMP FLOW (<---) RETURN OF DIVERTED OR PUMPED FLOW 72 SF2 77 +@ALEX ........... . v v 80 -> 5 86 SF3 91 +@HY6S ........... . v v 94 -> 6 100 SF4 105 +S@ CON ........... . 108 +@CONF ........... . v v 111 -> 7 117 LM-1 122 +LMl ........... . v v 125 -> 8 131 LM-2 136 +LM2 ........... . 139 A2B 143 A2A 14 7 scA2 ........... . v v 149 ->scAl 154 A2 158 scAl ........... . 160 Al 164 166 171 176 180 182 186 190 192 197 201 203 205 210 214 216 220 222 seAl ........... . v v ->seA3 v v ->seB A3 seB ........... . Bl B2 up-~ ........... . v ->seB B ds-b ........... . seB ........... . v v ->sec Cl tosec ........... . C2 sec ........... . v v ->LC 227 D 231 toLC ........... . 233 +T@GP ........... . v v 236 -> 9 242 LM-3 247 +LM3 ........... . v v 250 ->10 256 LM-4 261 +LM4 ........... . 264 AL-1 269 275 280 285 v v ->Al v v 288 ->A2 AL-2 294 AL-3 299 +ALUM ........... . 302 +@CONA ........... . v v ACl-1 305 ->11 311 LM-5 316 +LM5 ........... . (***) RUNOFF ALSO COMPUTED AT THIS LOCATION l***************************************** * * * FLOOD HYDROGRAPH PACKAGE (HEC-1) * * JUN 1998 * * VERSION 4.1 * * * * RUN DATE 14JUNOO TIME 09:50:57 * * * ***************************************** Remodel of FIS for Lick Creek Draft Draft 5 IO IT Origianal FIS created in NuDallas by COE in 1988 College Station, Texas May 2000 OUTPUT CONTROL IPRNT I PLOT QSCAL HYDROGRAPH TIME VARIABLES 5 0 0. DATA PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE NMIN 5 MINUTES IN COMPUTATION INTERVAL I DATE 1 0 STARTING DATE I TIME 0000 STARTING TIME NQ 300 NUMBER OF HYDROGRAPH NDDATE 2 0 ENDING DATE NDTIME 0055 ENDING TIME I CENT 19 CENTURY MARK COMPUTATION INTERVAL .08 HOURS TOTAL TIME BASE 24.92 HOURS ENGLISH UNITS DRAINAGE AREA PRECIPITATION DEPTH LENGTH, ELEVATION FLOW STORAGE VOLUME SURFACE AREA TEMPERATURE SQUARE MILES INCHES FEET CUBIC FEET PER SECOND ACRE-FEET ACRES DEGREES FAHRENHEIT ORDINATES *************************************** * * * U.S. ARMY CORPS OF ENGINEERS * * HYDROLOGIC ENGINEERING CENTER * * 609 SECOND STREET * * DAVIS, CALIFORNIA 95616 * * (916) 756-1104 * * * *************************************** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** 6 KK 8 KO 10 IN 16 BA 9 PB 11 PI ************** * * * * NFl * * ************** OUTPUT CONTROL IPRNT I PLOT QSCAL IP NCH IOUT ISAVl ISAV2 TIMINT TIME DATA FOR JXMIN JXDATE JXTIME SUBBASIN RUNOFF VARIABLES 3 0 0. 7 21 1 300 5.000 INPUT TIME 30 1 0 0 DATA SUBBASIN CHARACTERISTICS TAREA .29 PRECIPITATION DATA STORM 11 . 00 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS SERIES TIME INTERVAL IN MINUTES STARTING DATE STARTING TIME SUBBASIN AREA BASIN TOTAL PRECIPITATION INCREMENTAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .03 .03 .03 .03 .03 .01 .01 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .01 .01 .03 .03 .03 .03 .03 .03 .03 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .oo .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 17 LS SCS LOSS RATE STRTL .23 INITIAL ABSTRACTION CRVNBR 89.80 CURVE NUMBER RT IMP .00 PERCENT IMPERVIOUS AREA 18 UD SCS DIMENSIONLESS UNITGRAPH TLAG . 67 LAG *** UNIT HYDROGRAPH 42 END-OF-PERIOD ORDINATES 8. 26. 50. 83. 125. 163. 187. 198. 198. 189. 173. 155. 131. 104. 84. 69. 57. 48. 40. 33. 27. 23. 19. 15. 13. 10. 9. 7. 6. 5. 4. 3. 3. 2. 2. 2. 1. 1. 1. 1. 0. 0. *** *** *** *** *** HYDROGRAPH AT STATION NFl TOTAL RAINFALL = 11.00, TOTAL LOSS = 1.25, TOTAL EXCESS = 9.75 PEAK FLOW TIME MAXIMUM AVERAGE FLOW 6-HR 24-HR 72-HR 24.92-HR + (CFS) (HR) (CFS) + 677. 12.75 233. 77. 74. 74. (INCHES) 7.359 9. 727 9. 727 9.727 (AC-FT) 115. 153. 153. 153. CUMULATIVE AREA = .29 SQ MI 1 RUNOFF SUMMARY FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF OPERATION STATION FLOW PEAK AREA STAGE MAX STAGE + 6-HOUR 24-HOUR 72-HOUR HYDROGRAPH AT + NFl 677. 12.75 233. 77 . 74. .29 ROUTED TO + -> 1 674 . 12.83 233. 77. 74. .29 HYDROGRAPH AT + NF2 585. 13.25 257. 85 . 81. .33 2 COMBINED AT + +@USC 1201. 13.00 489. 161. 155. .63 ROUTED TO + -> 2 1190. 13.25 489. 161. 155. . 63 HYDROGRAPH AT + NF3 820 . 13.00 320. 108. 104 . .39 2 COMBINED AT + +@HWY6 1980. 13 .08 808. 269. 259. 1. 02 ROUTED TO + -> 3 1936. 13.58 808. 267. 258. 1. 02 HYDROGRAPH AT + NF4 398. 13.25 175. 59. 56 . .22 2 COMBINED AT + +N@CON 2301. 13.58 981. 326. 314 . 1. 24 HYDROGRAPH AT + SFl 990. 13.25 434. 143. 137. .56 ROUTED TO + -> 4 967. 13.58 433 . 141. 136. . 56 HYDROGRAPH AT + SF2 678 . 12.75 228. 75. 72. . 29 2 COMBINED AT + +@ALEX 1352. 13.17 656. 216. 208. .85 ROUTED TO + -> 5 1351. 13.33 656. 216 . 208. .85 HYDROGRAPH AT + SF3 678. 13.42 319. 105. 101. .42 2 COMBINED AT + +@HY6S 2025 . 13.33 975. 321. 309. 1. 27 ROUTED TO + -> 6 1952 . 13.58 971. 318. 307. 1. 27 HYDROGRAPH AT + SF4 399. 13.17 166. S6. S4 . .21 2 COMBINED AT + +S@CON 2297. 13.SO 1136. 374. 360. 1. 48 2 COMBINED AT + +@CONF 4S89. 13.S8 2116. 700. 674. 2. 72 ROUTED TO + -> 7 3924. 14. 7S 2087 . 68S. 660 . 2. 72 HYDROGRAPH AT + LM-1 982. 14 . 67 6S8. 223. 21S. .96 2 COMBINED AT + +LMl 490S. 14. 7S 274S. 909. 87S. 3.68 ROUTED TO + -> 8 47S4. lS.42 2731. 894. 861. 3.68 HYDROGRAPH AT + LM-2 978 . 13.92 S42. 178. 171. .7S 2 COMBINED AT + +LM2 5324. 15.33 3209. 1072. 1032. 4 .43 HYDROGRAPH AT + A2B 174. 12.7S S5. 18. 17. .08 HYDROGRAPH AT + A2A 677. 13.33 300. 96. 93. .42 2 COMBINED AT + scA2 784. 13.17 3S5. 114. 110. .so ROUTED TO + ->scAl 766. 14 .17 354. 110. 106. .so HYDROGRAPH AT + A2 S3S . 13. 33 241. 77. 74. .34 2 COMBINED AT + scAl 11S2. 14.00 S84. 187. 180. .84 HYDROGRAPH AT + Al 1045. 14.2S 638. 210. 202. .93 2 COMBINED AT + scAl 218S. 14.08 1221. 397. 382. 1. 77 ROUTED TO + ->scA3 2180. 14 .17 1221. 396. 381. 1. 77 ROUTED TO + ->seB 2169. 14 .33 1220. 394. 380. 1. 77 HYDROGRAPH AT + A3 543. 13.50 259. 83. 80. .37 2 COMBINED AT + seB 2573. 14 .17 1472. 477. 460. 2 .14 HYDROGRAPH AT + Bl 112. 12.58 33. 11. 10. .OS HYDROGRAPH AT + B2 334. 12.83 116. 37. 36. .16 2 COMBINED AT + up-B 433. 12.75 149. 48. 46. .21 ROUTED TO + ->seB 430. 12.92 149. 47 . 46. .21 HYDROGRAPH AT + B 196. 12.75 63. 20. 19. .09 2 COMBINED AT + ds-b 617. 12.83 212. 68. 65. .30 2 COMBINED AT + seB 2764. 14 .17 1671. 545. 525. 2.44 ROUTED TO + ->sec 2750. 14. 33 1669. 541. 521. 2.44 HYDROGRAPH AT + Cl 393. 12.50 111. 35. 34 . .15 2 COMBINED AT + toseC 2801. 14. 33 1754. 577 . 555. 2.59 HYDROGRAPH AT + C2 565. 12.92 211. 68. 65. .29 2 COMBINED AT + sec 3000. 14. 25 1957. 644 . 621. 2.88 ROUTED TO + ->LC 2922. 15.17 1940. 627 . 604. 2.88 HYDROGRAPH AT + D 1068. 14.33 668. 221. 213. .98 2 COMBINED AT + to LC 3883. 14.92 2600. 847. 816. 3.86 2 COMBINED AT + +T@GP 9153. 15.17 5806. 1919. 1849. 8.29 ROUTED TO + -> 9 8791. 16.00 5760. 1879 . 1810 . 8 .29 HYDROGRAPH AT + LM-3 2072. 13.17 880. 288. 277. 1.15 2 COMBINED AT + +LM3 9178. 16.00 6400. 2167 . 2087. 9.44 ROUTED TO + ->10 8827. 16.67 6296. 2142. 2063. 9.44 HYDROGRAPH AT + LM-4 578. 14. 67 381. 126. 121. .62 2 COMBINED AT + +LM4 9161. 16.67 6632. 2268. 2184. 10.06 HYDROGRAPH AT + AL-1 2543. 14.17 1534. 509. 490. 2.15 ROUTED TO + ->Al 2324. 15.92 1508. 492. 474. 2.15 HYDROGRAPH AT + AL-2 757 . 14.50 487. 160. 154. .79 HYDROGRAPH AT + ACl-1 1291. 13.67 666. 223. 215 . .86 3 COMBINED AT + 3395. 15.50 2536. 876. 843. 3.79 ROUTED TO + ->A2 3346. 16. 50 2518. 860. 829. 3.79 HYDROGRAPH AT + AL-3 680. 14.00 386. 124. 119. . 60 2 COMBINED AT + +ALUM 3617. 16.33 2816. 984. 948. 4.39 2 COMBINED AT + +@CONA 12741. 16.58 9441. 3252 . 3132. 14. 45 ROUTED TO + ->11 12339. 17 .50 9299 . 3206. 3088. 14.45 HYDROGRAPH AT + LM-5 1957. 13.67 1010. 321. 310 . 1. 55 2 COMBINED AT + +LM5 12730. 17.42 9702. 3528. 3398. 16.01 1 SUMMARY OF KINEMATIC WAVE -MUSKINGUM-CUNGE ROUTING (FLOW IS DIRECT RUNOFF WITHOUT BASE FLOW) INTERPOLATED TO COMPUTATION INTERVAL ISTAQ ELEMENT DT PEAK TIME TO VOLUME DT PEAK TIME TO VOLUME PEAK PEAK (MIN) (CFS) (MIN) (IN) (MIN) (CFS) (MIN) (IN) -> 1 MANE 4.79 675.27 771. 63 9. 71 5.00 673.71 770.00 9. 71 CONTINUITY SUMMARY (AC-FT) -INFLOW= .1525E+03 EXCESS~ .OOOOE+OO OUTFLOW= .1523E+03 BASIN STORAGE= .2363E+OO PERCENT ERROR= . 0 -> 2 MANE 5.00 1189.64 795.00 9.51 5.00 1189.64 795.00 9.51 CONTINUITY SUMMARY (AC-FT) -INFLOW= .3201E+03 EXCESS= .OOOOE+OO OUTFLOW= .3190E+03 BASIN STORAGE= .9682E+00 PERCENT ERROR= . 0 -> 3 MANE 5.00 1935.92 815.00 9.74 5.00 1935.92 815.00 9.74 CONTINUITY SUMMARY (AC-FT) -INFLOW= .5335E+03 EXCESS= .OOOOE+OO OUTFLOW= .5307E+03 BASIN STORAGE= .3806E+Ol PERCENT ERROR= -.2 -> 4 MANE 5.00 966.66 815.00 9.38 5.00 966.66 815.00 9.38 CONTINUITY SUMMARY (AC-FT) -INFLOW= .2831E+03 EXCESS= .OOOOE+OO OUTFLOW= .2807E+03 BASIN STORAGE= .2327E+Ol PERCENT ERROR= . 0 -> 5 MANE 5.00 1350.72 800.00 9.40 5.00 1350.72 800 .00 9.40 CONTINUITY SUMMARY (AC-FT) -INFLOW= .4286E+03 EXCESS= .OOOOE+OO OUTFLOW= .4282E+03 BASIN STORAGE= .8595E+OO PERCENT ERROR= -.1 -> 6 MANE 5.00 1952.33 815.00 9.31 5.00 1952.33 815.00 9.31 CONTINUITY SUMMARY (AC-FT) -INFLOW= .6364E+03 EXCESS= .OOOOE+OO OUTFLOW= .6315E+03 BASIN STORAGE= .2619E+Ol PERCENT ERROR= . 4 -> 7 MANE 5.00 3923.79 885.00 9.37 5.00 3923.79 885.00 9.37 CONTINUITY SUMMARY (AC-FT ) -INFLOW= .1389E+04 EXCESS= .OOOOE+OO OUTFLOW= .1360E+04 BASIN STORAGE= .1681E+02 PERCENT ERROR= .8 -> 8 MANE 5.00 4753.77 925.00 9.02 5.00 4753.77 925.00 9.02 CONTINUITY SUMMARY (AC-FT) -INFLOW= .1803E+04 EXCESS= .OOOOE+OO OUTFLOW= .1774E+04 BASIN STORAGE= . 2672E+02 PERCENT ERROR= .1 ->scAl MANE 5.00 765.98 850.00 8.10 5.00 765.98 850.00 8.10 CONTINUITY SUMMARY (AC-FT) -INFLOW= .2256E+03 EXCESS= .OOOOE+OO OUTFLOW= .2175E+03 BASIN STORAGE= .8279E+Ol PERCENT ERROR= -.1 ->scA3 MANE 5.00 2180.11 850.00 8.30 5.00 2180.11 850.00 8.30 CONTINUITY SUMMARY (AC-FT) -INFLOW-.7879E+03 EXCESS= .OOOOE+OO OUTFLOW= .7851E+03 BASIN STORAGE= .3398E+Ol PERCENT ERROR--.1 ->scB MANE 5.00 2169.15 860.00 8 .27 5.00 2169.15 860.00 8.27 CONTINUITY SUMMARY (AC-FT) -INFLOW-.7851E+03 EXCESS= .OOOOE+OO OUTFLOW= .7823E+03 BASIN STORAGE= .2892E+Ol PERCENT ERROR= . 0 ->scB MANE 5.00 430 .33 775 .00 8.59 5.00 430.33 775 .00 8.59 CONTINUITY SUMMARY (AC-FT) -INFLOW= .9452E+02 EXCESS= .OOOOE+OO OUTFLOW-.9420E+02 BASIN STORAGE= .4317E+OO PERCENT ERROR= -.1 ->sec MANE 5 .00 2750.24 860.00 8.26 5.00 2750.24 860.00 8.26 CONTINUITY SUMMARY (AC-FT) -INFLOW= .1081E+04 EXCESS= .OOOOE+OO OUTFLOW= .1074E+04 BASIN STORAGE= .8866E+Ol PERCENT ERROR= -.2 ->LC MANE 5.00 2922 .27 910.00 8.10 5.00 2922.27 910.00 8.10 CONTINUITY SUMMARY (AC-FT) -INFLOW= .1279E+04 EXCESS= .OOOOE+OO OUTFLOW= .1244E+04 BASIN STORAGE= .3249E+02 PERCENT ERROR= .2 -> 9 MANE 5.00 8791.24 960.00 8.43 5.00 8791.24 960.00 8.43 CONTINUITY SUMMARY (AC-FT) -INFLOW= .3809E+04 EXCESS= .OOOOE+OO OUTFLOW= .3730E+04 BASIN STORAGE= .6018E+02 PERCENT ERROR= .5 ->10 MANE 5.00 8826. 71 1000.00 8.44 5.00 8826.71 1000.00 8.44 CONTINUITY SUMMARY (AC-FT) -INFLOW= .4301E+04 EXCESS= .OOOOE+OO OUTFLOW= .4252E+04 BASIN STORAGE= .5762E+02 PERCENT ERROR= -.2 ->Al MANE 5.00 2323.74 955.00 8.52 5.00 2323.74 955.00 8.52 CONTINUITY SUMMARY (AC-FT) -INFLOW-.1009E+04 EXCESS= .OOOOE+OO OUTFLOW-.9772E+03 BASIN STORAGE= .2291E+02 PERCENT ERROR= .9 ->A2 MANE 5 .00 3345.94 990.00 8.44 5.00 3345 .94 990 .00 8.44 CONTINUITY SUMMARY (AC-FT) -INFLOW-.1738E+04 EXCESS-.OOOOE+OO OUTFLOW= .1707E+04 BASIN STORAGE= .2541E+02 PERCENT ERROR= .3 ->11 MANE 5.00 12339.07 1050.00 8.25 5.00 12339.07 1050.00 8.25 CONTINUITY SUMMARY (AC-FT) -INFLOW-.6455E+04 EXCESS= .OOOOE+OO OUTFLOW-.6365E+04 BASIN STORAGE~ .7509E+02 PERCENT ERROR= .2 *** NORMAL END OF HEC-1 *** received not received mk;10ftlm 1 CORRESPC.'"!DENCE ----/ 2. ENGINEERING ANALYSIS a. Hydrokigy/Hydraurte Computations / ll. Hydrology Printout ,,- c. Hydraulic Printout . __,,.. •'5!>-11'-;__~ c. Survey Field Notes ,,.- 3. DRAFT ~_.;S DATA a. Study ContractorDraft Text ----/ b. Study Contractor Draft Profiles .,.,,,. --.-.----· 4. FINAL PUBLISHED F!S TEXT AND PROFILES --·--_.... ---- 5. KEY TO C ROSS-SECTION LABELING (STREAM LISTING) / z.. 1-"~\ \5'2,.._ 1.·coMPUTER ,:.~ a Comp\rrilr c~ ~. b. Computer Tapes and Discs 2. MAPS a. Community-Based Maps b. Prefiminaty Maps c. Aerial Photos d. Oth~r Refert'nce Maps e. Workmaps 3. PHOTOGRAPHY a. Snapshots b. Slides c. Aeric.l Photos d. Film Negatives 4. OTIIER ENGINEERING DATA a. Cross-Section Rons b. Profile Rolls 5. OTHER ITEMS SUBMITTED a b. C. d. e. I. g h. ~if . ~ ._,.,_ . .&._ --;;;;:- -- .~·. ~ . ~ ~ · . . : .· .•.. ,:{;jtf@:~~. ···1._·· -• • .. :? • ,-. ~-'"''lf-I::>\. ')T • -l . .. _, '~ .. ~ l . '. J . -~.' l . ·). ~ .. !. ~' • j .. ; • -~ •'I • I I ' • -;!.( ! ,. •:. -... ,,./ : ' . 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JC 3 tll . q' l******************************************** * * * * * HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 RUN DATE 14JUNOO TIME 10:10:02 * * * * * ******************************************** x x x x x x xxxxxxx 1 x x x 14JUNOO 10:10:02 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* TlBRAZOS COUNTY LIMITED DETAILED STUDY SEPT 89 T2100 YEAR FREQUENCY FLOOD T3LICK CREEK BG Jl ICHECK INQ NINV IDIR STRT -1 2 0 0 0.0014 J2 NPROF I PLOT PRFVS XSECV XSECH -1 0 -1 0 0 J3 VARIABLE CODES FOR SUMMARY PRINTOUT QT NC 38 1.000 0.070 43 11500. 00 0.080 1 0.000 0.065 50 0.000 0.1 x x x 51 xxxxxxx x x xxxx x x xxxxxxx METRIC FN 0.0 0.3 0 0 x x x x x 2 xxxxx x x xxxxx HVINS 0 ALL DC 0.0 0.0 40 xxxxx Q IBW 0 0.0 0.0 xxxxx x x x xxxxx x x xxxxxxx *************************************** * * * * * U.S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET, SUITE D DAVIS, CALIFORNIA 95616-4687 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191. 5 1337.4 199.0 192.1 1339. 0 199.0 BT 192.4 1340.6 199.0 192.1 1341. 9 199.0 191. 5 1342.3 199.0 190.7 BT 1343.0 199.0 188.9 1400.0 198.1 198.1 1500.0 195.8 195.8 1600.0 BT 195.4 195.4 1700.0 195.6 195.6 1800.0 195.9 195.9 1900.0 196.5 BT 196.5 2000.0 197.1 197.1 2100.0 197.4 197.4 2200.0 197.9 197.9 BT 2300.0 198.3 198.3 2400.0 198.8 198.8 2500.0 199.4 199.4 2600.0 BT 200.1 200.1 4300.0 210.0 210.0 0.0 0.0 0.0 0.0 0.0 GR 206.1 1000.0 201.4 1100. 0 196.7 1200.0 198.6 1239.0 198.8 1300. 0 GR 199.0 1335.0 188.9 1335.0 187.1 1335.7 186.0 1336.1 185.7 1337.4 GR 185.4 1339.0 185.7 1340.6 186.3 1341. 9 187.1 1342.3 188.9 1343.0 GR 199.0 1343.0 198.1 1400. 0 195.8 1500.0 195.4 1600.0 195.6 1700.0 GR 195.9 1800.0 196.5 1900.0 197.1 2000.0 198.4 2100.0 197.9 2200.0 GR 197.3 2300.0 198.8 2400.0 198.4 2500.0 200.1 2600.0 210.0 4300.0 Xl 13904 30.0 1339.0 1400.0 47.0 47.0 47.0 0.0 0.0 0.0 BT 28.0 1000.0 206.1 206.1 1100. 0 201.4 201. 4 1200.0 196.7 196.7 BT 1239.0 198.6 198.6 1300.0 198.8 198.8 1335.0 199.0 189.8 1335.7 BT 199.0 191. 6 1336.1 199.0 192.4 1337.4 199.0 193.0 1339.0 199.0 BT 193.0 1340.6 199.0 193.0 1341. 9 199.0 192. 4 1342.3 199.0 191. 6 BT 1343.0 199.0 189.9 1400.0 198.1 198.1 1500.0 195.8 195.8 1600.0 BT 195.4 195.4 1700.0 195.6 195.6 1800.0 195.9 195.9 1900.0 196.5 BT 196.5 2000.0 197 .1 197.1 2100.0 197.4 197.4 2200.0 197.9 197.9 1 14JUNOO 10:10:02 PAGE 3 BT 2300.0 198.3 198.3 2400.0 198.8 198.8 2500.0 199.4 199.4 2600.0 BT 200.1 200.1 4300.0 210.0 210.0 0.0 0.0 0.0 0.0 0.0 GR 206.1 1000.0 201. 4. 1100.0 196.7 1200.0 198.6 1239.0 198.8 1300. 0 GR 199.0 1335.0 189.0 1335.0 188.0 1335. 7 187.2 1336.1 186.6 1337.4 GR 186.3 1339.0 186. 6 1340.6 187.0 1341. 9 188.0 1342.3 189.8 1343.0 GR 199.0 1343.0 198.1 1400. 0 195.8 1500.0 195.4 1600.0 195.6 1700.0 GR 195.9 1800.0 196.5 1900.0 197.1 2000.0 198.4 2100.0 197.9 2200.0 GR 197.3 2300.0 198.8 2400.0 198.4 2500.0 200.1 2600.0 210.0 4300.0 NC 0.06 0.06 0.05 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Xl 13905 31. 0 1335. 0 1343.0 1. 0 1. 0 1. 0 0.0 0.0 0.0 X3 10.0 0.0 0.0 0.0 0.0 0.0 0.0 198.6 195.4 0.0 GR 206.1 1000.0 201.4 1100. 0 196.7 1200.0 194.6 1239.0 194.8 1300.0 GR 199.0 1335.0 188.9 1335.0 187.1 1335.7 186.3 1336.1 185.7 1337.4 GR 185.4 1339.0 185.4 1339.0 185.7 1340.6 186.3 1341.9 187.1 1342. 3 GR 188.9 1343.0 199.0 1343.0 198.1 1400.0 191. 8 1500.0 191. 4 1600.0 GR 191. 6 1700.0 191. 9 1810.0 192. 5 1900.0 193.1 2000.0 193.4 2100.0 GR 193.0 2200.0 194.3 2300.0 194.8 2400.0 194.4 2500.0 200.1 2600.0 GR 210.0 4300.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 NC 0.065 0.065 0.05 0.1 0.3 0.0 0.0 0.0 0.0 0.0 Xl 14280 8.0 2560.0 2660.0. 300.0 450.0 375.0 0.0 0.0 0.0 GR 210.0 1000.0 200.0 1800.0 199.0 2110. 0 190.0 2560. 185.0 2600.0 GR 190.0 2660.0 200.0 4050.0 210.0 4950.0 0.0 0.0 Xl 14780 36.0 2436.0 2519.0 482.5 485.0 500.0 0.0 0.0 0.0 GR 209.9 1000.0 208.3 1077.0 206.3 1135. 0 204.3 1270.0 202.8 1405. 0 GR 201.9 1539.0 200.0 1674.0 199.4 1737. 0 199.3 1809.0 198.8 1944.0 GR 198.6 2022.0 197.7 2079.0 195.7 2214. 0 193.4 2349.0 191.4 2436.0 GR 187.9 2456.0 186.1 2469.0 187.2 2481. 0 192.1 2519.0 192.8 2658.0 GR 193.8 2790.0 194.4 2922.0 195.2 3054.0 196.1 3186.0 197.0 3318.0 GR 198.l 3450.0 198.7 3582.0 199.8 3714. 0 200.3 3805.0 200.7 3846.0 GR 202.2 3978.0 203.5 4110.0 204.9 4242.0 206.6 4374.0 208.2 4500.0 GR 209.9 4 638. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Xl 15280 36.0 2313.0 2377.0 482.5 485.0 500.0 0.0 0.0 0.0 GR 209.9 1000.0 207.6 1070.0 204.7 1123. 0 202.2 1246.0 201.1 1370.0 GR 201. 0 1493. 0 199.2 1616.0 198.8 1673.0 198.8 1739.0 198.4 1863.0 GR 198.3 1934.0 197.7 1986.0 196.5 2109.0 194.9 2232.0 192.8 2313.0 GR 188.7 2328.0 187.1 2339.0 188.2 2348.0 194.2 2377.0 194.5 2506.0 GR 195.5 2627. 0 195.7 2748.0 198.3 2869.0 197.0 2991. 0 197.9 3112. 0 GR 199.0 3233.0 199.1 3355.0 200.3 3476.0 200.6 3559.0 200.8 3597.0 GR 202.3 3719. 0 203.4 3840.0 204.5 3961. 0 206.4 4082.0 208.1 4204.0 GR 209.7 4325.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 14JUNOO 10:10:02 PAGE 4 Xl 15780 36.0 2189.0 2236.0 482.5 485.0 500.0 0.0 0.0 0.0 GR 209.8 1000.0 207.0 1064.0 203.0 1112. 0 200.2 1223.0 199.4 1335.0 GR 200.2 1446. 0 198.3 1558.0 198.2 1610.0 198.3 1670.0 197.9 1781.0 GR 197.9 1846.0 197.6 1893.0 197.4 2005.0 196.3 2116.0 194. 3 2189.0 GR 189.6 2200.0 188.1 2200.0 189.2 2214. 0 196.3 2236.0 196.3 2353.0 GR 197.1 2463.0 197.0 2574.0 197.4 2685.0 197.9 2795.0 198.7 2906.0 GR 199.9 3017.0 199.6 3127.0 200.8 3238.0 200.9 3314. 0 201.0 3349.0 GR 202.4 3459.0 203.3 3570.0 204.1 3681. 0 206.1 3791. 0 207.9 3902.0 GR 209.6 4013. 0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 NC 0.07 0.07 0.055 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Xl 16280 33.0 2065.0 2094.0 482.5 485.0 500.0 0.0 0.0 0.0 GR 209.7 1000.0 206.3 1057.0 201.3 1100. 0 198.1 1200.0 197.7 1300.0 GR 199.4 1400.0 197.5 1500.0 197.8 1600.0 197.5 1700.0 197.6 1800.0 GR 198.2 1900.0 197.8 2000.0 195.7 2065.0 190.4 2072. 0 189.2 2077.0 GR 190.2 2081. 0 198.4 2094.0 198.0 2200.0 198.8 2300.0 198.3 2400.0 GR 198.5 2500.0 198.8 2600.0 199.5 2700.0 200.8 2800.0 200.0 2900.0 GR 201. 3 3000.0 201. 2 3100.0 202.5 3200.0 203.2 3300.0 203.7 3400.0 GR 205.9 3500.0 207.7 3600.0 209.4 3700.0 0.0 0.0 0.0 0.0 Xl 17930 55.0 2458.0 2497.0 1650.0 1300. 0 1650.0 0.0 0.0 0.0 GR 214.8 840.0 208.2 922.0 208.1 927.0 205.2 992.0 203.7 1078.0 GR 202.3 1116.0 201. 3 1144. 0 201.0 1153. 0 200.5 1296.0 201.1 1448.0 GR 199.8 1600.0 199.6 1752.0 199.4 1824.0 199.7 1898.0 199.6 1903.0 GR 199.4 1973.0 199.4 2047.0 199.5 2055.0 200.5 2122.0 200.2 2196.0 GR 200.1 2207.0 199.8 2271. 0 200.7 2345.0 200.6 2359.0 199.8 2420.0 GR 199.0 2458.0 194.3 2467.0 193.1 2472.0 192.6 2477.0 192.2 2482.0 GR 193.5 2486.0 200.5 2497.0 199.7 2584.0 199.7 2621. 0 200.3 2738.0 GR 200.3 2759.0 200.2 2846.0 200.2 2855.0 200.3 2934.0 200.3 2972. 0 GR 200.4 3021. 0 200.5 3089.0 200.5 3108.0 201. 3 3206.0 202.5 3323.0 GR 202.7 3440.0 204.0 3556.0 204.5 3673.0 205.7 3790.0 206.6 3895.0 GR 206.7 3907.0 208.2 4024.0 210.5 4141. 0 212.6 4258.0 214.7 4375.0 Xl 19580 27.0 2851. 0 2900.0 1650.0 1300.0 1650.0 0.0 0.0 0.0 GR 220.0 680.0 210.0 790.0 208.0 1000.0 206.0 1050.0 204.0 1100. 0 GR 201.1 2000.0 201. 8 2100.0 201. 2 2200.0 201. 3 2300.0 203.1 2400.0 GR 202.2 2500.0 201. 5 2600.0 203.6 2700.0 203.0 2800.0 202.4 2851. 0 GR 196.4 2865.0 195.3 2879.0 195.1 2887.0 202.6 2900.0 201.3 3000.0 GR 201.9 3200.0 202.1 3300.0 202.1 3400.0 202.2 3500.0 202.1 3 600. 0 GR 210.0 4500.0 220.0 5030.0 0.0 0.0 0.0 0.0 0.0 0.0 1 14JUNOO 10:10:02 PAGE 5 Xl 20185 53.0 2444.0 2500.0 575.0 575.0 605.0 0.0 0.0 0.0 GR 220.0 540.0 214. 3 636.0 212.1 821.0 210.8 864.0 209.5 908.0 GR 206.6 1238.0 206.3 1354.0 203.4 1459.0 200.6 14 7 6. 0 203.3 1487.0 GR 203.4 1538.0 200.4 1548.0 203.4 1583.0 203.0 1698.0 203.0 1703.0 GR 203.1 1785.0 202.9 1819.0 202.7 1873.0 202.7 1936.0 202.7 1961. 0 GR 203.7 2048.0 203.7 2052.0 203.3 2136.0 203.2 2168.0 203.0 2224.0 GR 203.8 2285.0 204.2 2312.0 204.1 2399.0 204.l 2401.0 203.8 2444.0 GR 196.8 2457.0 195.8 2460.0 194.6 2470.0 194.0 2478.0 196.4 2484.0 GR 204.1 2500.0 203.2 2590.0 203.2 2613.0 203.5 2726. 0 203.6 2769.0 GR 203.9 2840.0 203.9 2850.0 203.7 2948.0 203.7 2953.0 203.6 3037.0 GR 203.5 3066.0 203.6 3127.0 204.0 3179.0 204.4 3293.0 205.2 3406.0 GR 205.6 3519.0 208.7 3933.0 215.0 4425.0 0.0 0.0 0.0 0.0 NC 0.0 0.0 0.06 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Xl 20790 35.0 2037.0 2100.0 575.0 575.0 605.0 0.0 0.0 0.0 GR 220.0 400.0 220.0 400.0 220.0 400.0 220.0 400.0 220.0 400.0 GR 210.5 1000.0 210.3 1100. 0 204.9 1190. 0 199.3 1205.0 204.7 1214.0 GR 205.2 1258.0 199.1 1267.0 205.2 1297.0 204.8 1400.0 204.2 1500.0 GR 204.1 1600.0 204.4 1700.0 204.4 1800.0 204.7 1900.0 205.2 2000.0 GR 205.2 2037.0 195.5 2052.0 192.9 2069.0 195.5 2078.0 205.5 2100.0 GR 205.0 2200.0 205.2 2300.0 205.7 2400.0 205.2 2500.0 204.9 2600.0 GR 205.4 2700.0 205.1 2800.0 205.6 2900.0 205.3 3000.0 210.0 3800.0 QT 1. 0 11500. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Xl 22640 53.0 1914. 0 1985.0 1283.3 1473.3 1850.0 o.o 0.0 0.0 GR 223.3 400.0 214.5 878.0 213.2 955.0 212.5 1047.0 209.1 1116.0 GR 208.3 1131. 0 204.4 1145.0 207.9 1153. 0 207.9 1162. 0 207.7 1194. 0 GR 203.6 1202.0 207.3 1230.0 207.2 1236.0 206.9 1325.0 206. 8 1355.0 GR 206.7 1417.0 206. 8 1475.0 206.7 1510.0 206.8 1549.0 205.6 1558.0 GR 206.8 1565.0 206.8 1594.0 206.8 1602.0 206.8 1695.0 206.9 1713. 0 GR 207.0 1723. 0 204.5 1740.0 206.9 1752.0 207.0 1787.0 207.2 1833.0 GR 207.7 1880.0 208.0 1914. 0 198.1 1928.0 197.1 1931. 0 195.9 1941. 0 GR 195.0 1949.0 197.9 1960.0 207.6 1985.0 207.6 2027.0 207.6 2088.0 GR 207.7 2123.0 207.8 2190.0 208.0 2219.0 208.0 2292.0 207.4 2394.0 GR 206.9 2497.0 206.9 2599.0 206.9 2602.0 206.7 2701. 0 207.1 2803.0 GR 206.9 2905.0 208.5 3321. 0 213.3 3723. 0 0.0 0.0 0.0 0.0 NC 0.08 0.085 0.065 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Xl 24490 53.0 1791. 0 1871. 0 1283.3 1473.3 1850.0 0.0 0.0 0.0 GR 226.7 400.0 217.3 839.0 215.9 910.0 214.7 995.0 212.3 1058.0 GR 211. 7 1071.0 209.5 1084.0 211.1 1092.0 210.9 1100. 0 210.3 1129. 0 GR 208.1 1137. 0 209.4 1162. 0 209.0 1168. 0 209.0 1250.0 208.9 1278.0 GR 209.2 1335.0 209.5 1387.0 209.4 1420. 0 209.3 1455.0 207.0 1464.0 GR 209.4 1471.0 209.3 1497. 0 209.3 1505.0 209.3 1590.0 209.3 1607.0 GR 209.4 1615.0 204.4 1631. 0 209.2 1642.0 209.3 1675.0 209. 4 1716.0 1 14JUNOO 10:10:02 PAGE 6 GR 210.2 1760. 0 210.8 1791. 0 199.3 1807.0 198.8 1809.0 197.8 1820.0 GR 197.0 1830.0 200.4 1842.0 209.8 1871. 0 210.0 1914. 0 210.1 1975.0 GR 210.3 2012.0 210.5 2080.0 210.6 2110. 0 210.3 2184.0 209.6 2289.0 GR 208.9 2393.0 208.5 2497.0 208.5 2501.0 208.4 2602.0 208.5 2706.0 GR 208.4 2811. 0 209.2 3235.0 216.7 3607.0 0.0 0.0 0.0 0.0 Xl 26340 27.0 1668.0 1756.0 1283.3 1473.3 1850.0 0.0 0.0 0.0 GR 230.0 400.0 220.0 800.0 215.6 1000.0 214. 0 1038.0 211. 3 1100. 0 GR 211.1 1200.0 212.2 1300.0 211. 8 1362.0 208.0 1370.0 211. 9 1376.0 GR 211. 7 1400.0 211. 7 1500.0 211. 9 1508.0 204.4 1522.0 211. 5 1532.0 GR 211. 6 1600.0 213.6 1668.0 200.6 1685.0 199.7 1700.0 199.1 1710. 0 GR 211. 9 1756.0 212.3 1800.0 212.9 1900.0 213.2 2000.0 210.0 2400.0 GR 210.0 3150.0 220.0 3570.0 0.0 0.0 0.0 0.0 0.0 0.0 NC 0.085 0.085 0.07 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Xl 27210 45.0 2034.0 2106.0 825.0 515.0 870.0 0.0 0.0 0.0 GR 230.0 410.0 222.1 708.0 217.1 922.0 213.7 1074.0 211. 0 1178.0 GR 210.6 1189. 0 210.8 1227.0 211. 0 1288.0 210.7 1307.0 211.1 1435.0 GR 212.2 1563.0 212.3 1642.0 210.7 1652.0 212.5 1668.0 212.5 1691. 0 GR 212.6 1706.0 212.3 1708. 0 212.2 1819.0 212.3 1829.0 208.6 1847.0 GR 212.1 1860.0 212.1 1870.0 211. 9 1947.0 211. 9 1952.0 213.2 2034.0 GR 204.3 2046.0 201.7 2056.0 200.0 2063.0 205.1 2087.0 208.4 2094.0 GR 212.1 2106.0 213.4 2134.0 213.4 2144. 0 213.3 2158.0 213.2 2231. 0 GR 213.0 2275.0 213.2 2310.0 213.1 2392.0 212.4 2509.0 211. 7 2626. 0 GR 211. 4 2668.0 210.0 2977.0 215.0 3222.0 216.1 3323.0 225.0 3690.0 Xl 28080 23.0 2400.0 2455.0 825.0 515.0 870.0 0.0 0.0 0.0 GR 230.0 420.0 220.0 780.0 210.0 1230.0 206.0 1370.0 210.0 1490.0 GR 213.4 2000.0 212.8 2100.0 212.7 2200.0 212 .1 2300.0 212.8 2400.0 GR 200.9 2416.0 203.9 2438.0 208.5 2444.0 212.3 2455.0 214.6 2479.0 GR 214.2 2500.0 213.0 2600.0 213.7 2700.0 213.4 2800.0 213.1 2900.0 GR 210.0 3200.0 220.0 3410.0 230.0 3810.0 0.0 0.0 0.0 0.0 Xl 28690 36.0 2200.0 2256.0 400.0 540.0 610.0 0.0 0.0 0.0 GR 229.5 536.0 221. l 839.0 218.6 952.0 212.2 1217.0 208.6 1334.0 GR 209.5 1368.0 211. 7 1435. 0 213.8 1784. 0 214.3 1864.0 213.7 1948.0 GR 213.6 2032.0 213.1 2116.0 213.7 2200.0 207.8 2208.0 202.0 2219.0 GR 203.6 2232.0 205.1 2240.0 209.2 2245.0 213.0 2256.0 214. 9 2278.0 GR 214. 6 2297.0 214.4 2318.0 213.7 2390.0 214.2 2467.0 214. 3 2482.0 GR 214 .0 2574.0 213. 9 2616.0 213.7 2667.0 212.8 2764.0 211. 8 2913.0 GR 211.5 2944.0 216.1 3062.0 219.4 3130.0 221.1 3211. 0 224.5 3359.0 GR 227.9 3508.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 14JUNOO 10:10:02 PAGE 7 Xl 29300 36.0 2000.0 2056.0 400.0 540.0 610.0 0.0 0.0 0.0 GR 228.9 652.0 222.3 897.0 220.2 989.0 214.3 1203.0 211. 2 1299.0 GR 211. 8 1326.0 213.3 1380.0 214.8 1663.0 215.1 1728. 0 214.7 1795.0 GR 214. 6 1864.0 214.2 1932.0 214.5 2000.0 207.5 2009.0 203.0 2022.0 GR 204.5 2034.0 206.3 2041. 0 209.9 2045.0 213. 7 2056.0 215.2 2077.0 GR 215.0 2094.0 215.0 2114. 0 214.4 2179.0 214.8 2250.0 214. 8 2264.0 GR 214.6 2349.0 214.5 2387.0 214.4 2434.0 213.6 2523.0 213.2 2660.0 GR 212.9 2688.0 216.2 2796.0 218.8 2867.0 220.3 2933.0 222.9 3069.0 GR 225.8 3206.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 Xl 29910 36.0 1800.0 1857.0 400.0 540.0 610.0 0.0 0.0 0.0 GR 228.0 768.0 223.4 956.0 221.8 1026.0 216.5 1190. 0 213.8 12 63. 0 GR 214 .0 1284.0 215.0 1326.0 215.8 1542.0 216.0 1592.0 215.6 1644.0 GR 215.8 1696.0 215.2 1748.0 215.4 1800.0 207.2 1810.0 204.1 1824.0 GR 205.3 1836.0 207.4 1843.0 210.5 1848.0 214.3 1857.0 215.4 1875.0 GR 215.4 1892.0 215.5 1919.0 215.1 1969.0 215.4 2033.0 215.4 2046.0 GR 215.2 2123.0 215.1 2158.0 215.0 2201. 0 214.5 2282.0 214.7 2407.0 GR 214.4 2433.0 216.3 2531. 0 218.2 2595.0 219.4 2659. 0 221. 4 2780.0 GR 223.8 2804.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Xl 30520 36.0 1600.0 1657.0 400.0 540.0 610.0 0.0 0.0 0.0 GR 227.8 884.0 224.5 1014.0 223.4 1083.0 218.0 1177. 0 216.3 1228.0 GR 216.2 1242.0 216.8 1271. 0 216.8 1421. 0 216.8 1435.0 216.6 1492.0 GR 216.4 1520.0 216.2 1564.0 216.2 1600.0 207.0 1611. 0 205.1 1627.0 GR 206.2 1638.0 208.6 1640.0 211. 2 1649.0 215.0 1657.0 215.7 1674.0 GR 215.8 1689. 0 216.0 1725. 0 215.8 1750.0 216.0 1817.0 216.0 1828.0 GR 215.8 1898.0 215.7 1929.0 215.6 1968.0 215.3 2041. 0 216.1 2153.0 GR 215.9 2177.0 216.3 2265.0 217.7 2323.0 218.6 2378.0 219.9 2490.0 GR 221. 7 2 602. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 QT 1. 0 7800.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 NC 0.075 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Xl 31130 20.0 1430.0 1458.0 400.0 540.0 610.0 0.0 0.0 0.0 GR 227.3 1000.0 225.0 1100.0 218.4 1200.0 217.8 1300.0 217.1 1400.0 GR 206. 7 1412.0 206.2 1430. 0 207.0 1440.0 215.7 1458. 0 216. 5 1500.0 GR 216.6 1600.0 216.3 1700.0 216.1 1800.0 217.6 1900.0 216.4 2000.0 GR 217.7 2100.0 218.4 2200.0 219.6 2300.0 220.0 2350.0 230.0 2620. 0 Xl 31744 44.0 1440.0 1495. 0 570.0 520.0 614.0 0.0 0.0 0.0 GR 231.9 1000.0 230.0 1073.0 228.5 1110.0 225.9 1147.0 221.1 1220.0 GR 219.1 1293.0 218.8 1304.0 217.3 1320.0 218.4 1330.0 218.7 1333.0 GR 218.5 1367.0 218.1 1440.0 208.8 1452.0 207.3 1465. 0 207.1 1469.0 GR 207.6 1473.0 208.4 1479.0 216.7 1495.0 217.5 1538.0 217.5 1549.0 GR 217.2 1596.0 216.1 1604.0 217.2 1611. 0 217.3 1638.0 217.4 1646.0 GR 217.1 1677.0 217.5 1719.0 218.3 1739.0 218.4 1743.0 220.4 1786.0 1 14JUNOO 10:10:02 PAGE 8 GR 220.7 1840.0 220.7 1840.0 222.3 1937.0 222.3 1941. 0 221. 6 2035.0 GR 221.6 2041. 0 222.4 2132.0 222.4 2142. 0 222.6 2229.0 222.7 2243.0 GR 223.5 2326.0 223.6 2344.0 224.0 2394.0 232.0 2666.0 0.0 0.0 Xl 32358 44.0 1480. 0 1533.0 570.0 520.0 614.0 0.0 0.0 0.0 GR 236.5 1000.0 234.2 1080.0 232.0 1120. 0 228.9 1160. 0 223.7 1240.0 GR 220.1 1320.0 219.6 1332.0 216.8 1350.0 219.0 1360.0 219.7 1363.0 GR 219.3 1400. 0 219.2 1480. 0 210.9 1491. 0 208.4 1504.0 208.1 1508.0 GR 208.6 1512.0 209.7 1517.0 217. 7 1533.0 218.5 1575.0 218.5 1587.0 GR 217.8 1635.0 215.5 1642.0 217.8 164 9. 0 218.1 1677.0 218.1 1684.0 GR 217.7 1726.0 218.7 1758.0 220.2 1778.0 220.5 1782.0 224.6 1825.0 GR 225.2 1880.0 225.2 1880.0 227.0 1978.0 227.0 1981.0 226.8 2076.0 GR 226. 7 2083.0 227.1 2174.0 227.2 2184.0 226.9 2272. 0 227.0 2286.0 GR 227.6 2369.0 227.7 2387.0 227.9 2430.0 234.0 2712. 0 0.0 0.0 Xl 32972 44.0 1520.0 1570.0 570.0 520.0 614.0 0.0 0.0 0.0 GR 241. 0 1000.0 238.4 1007.0 235.5 1130. 0 232.0 1173. 0 226. 4 1260.0 GR 221. 2 1347.0 220.4 1360.0 216.3 1379.0 219.6 1390.0 220.6 1393.0 GR 220.2 1433. 0 220.2 1520.0 213.8 1531. 0 209.4 1543.0 209.0 1548.0 GR 209.6 1551. 0 211.1 1556.0 218.8 1570.0 219.5 1613.0 219.6 1624.0 GR 218.4 1673.0 215.0 1681. 0 218.4 1688.0 218.8 1715. 0 218.9 1723. 0 GR 218.4 1755.0 219.8 1797.0 222.2 1818.0 222.7 1822.0 228.7 1865.0 GR 229.8 1920.0 229.8 1920.0 231. 7 2019.0 231. 7 2022.0 232.0 2117. 0 GR 231.9 2124.0 231.9 2216.0 231. 9 2225.0 231. 5 2314. 0 231.3 2329.0 GR 231.6 2413.0 231. 7 2431. 0 231. 9 2482.0 236.0 2758.0 0.0 0.0 Xl 33586 44.0 15 60. 0 1608.0 570.0 520.0 614.0 0.0 0.0 0.0 GR 245.6 1000.0 242.6 1093.0 239.0 1140. 0 235.0 1187. 0 229.0 1280.0 GR 222.2 1373.0 221.3 1387.0 215.7 1408. 0 220.2 1420.0 221.6 1424. 0 GR 221.1 1467.0 221.3 1560.0 219.1 1571. 0 210.4 1583.0 210.0 1587.0 GR 210.7 1590.0 212.5 1594.0 219.8 1608.0 220.4 1651. 0 220.6 1662.0 GR 219.0 1711. 0 214. 5 1719. 0 219.0 1726.0 219.6 1754.0 219.7 17 61. 0 GR 219.0 1793.0 221. 0 1836.0 224.2 1857.0 224.8 1861.0 232.9 1904.0 GR 234.3 1960.0 234.3 1960.0 236. 4 2059.0 236.4 2063.0 237.1 2159.0 GR 237.1 2166.0 236.7 2258.0 236.6 2269.0 235.6 2357.0 235.6 2372. 0 GR 235.7 2456.0 235.8 2475.0 235.9 2526.0 238.0 2804.0 0.0 0.0 Xl 34200 30.0 1600.0 1645.0 570.0 520.0 614.0 0.0 0.0 0.0 GR 250.2 1000.0 24 6. 8 1100. 0 238.1 1200.0 231. 7 1300.0 223.3 1400.0 GR 222.1 1415.0 215.2 1437. 0 222.5 1454.0 222.0 1500.0 222.3 1600.0 GR 211. 4 1622.0 210.9 1626. 0 211. 7 1629. 0 220.8 1645.0 221. 6 1700.0 GR 219.6 1749.0 214 .0 1757.0 219.6 17 64. 0 220.5 1800.0 219.6 1832.0 GR 222.1 1875.0 226.9 1900.0 237.1 1944.0 238.9 2000.0 241.1 2100.0 GR 242.3 2200.0 241. 5 2300.0 239.9 2400.0 239.8 2500.0 240.0 2850.0 1 14JUNOO 10:10:02 PAGE 9 NC 0.085 0.085 0.07 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Xl 35280 12.0 1600.0 1730. 0 700.0 1050.0 1080.0 0.0 0.0 0.0 GR 250.0 1000.0 240.0 1140. 0 235.0 1230.0 225.0 1300. 0 220.0 1600.0 GR 210.0 1610.0 207.0 1670. 0 210.0 1700.0 220.0 1730.0 221. 0 2000.0 GR 230.0 2300.0 240.0 2450.0 0.0 0.0 0.0 0.0 0.0 0.0 Xl 35446 35.0 1585.0 1711. 0 155.0 92.5 166.0 0.0 0.0 00 GR 249.5 1000.0 239.9 1137. 0 233.7 1193. 0 230.3 1224.0 225.4 1293.0 GR 223.7 1386.0 220.5 1585.0 210.9 1595.0 209.1 1624.0 207.7 1652.0 GR 209.0 1665.0 210.7 1682.0 220.5 1711. 0 220.6 1735.0 220.7 1791. 0 GR 220.8 1847.0 221.1 1903.0 221. 3 1959.0 221.4 1993.0 222.1 2015.0 GR 223.3 2060.0 223.2 2071. 0 223.9 2080.0 225.1 2127.0 226.0 2159.0 GR 226.5 2180.0 226.7 2189.0 227.2 2202.0 227.4 2211. 0 228.2 2239.0 GR 229.7 2295.0 230.1 2306.0 232.9 2351. 0 236.5 2407.0 240.1 2463.0 Xl 35612 35.0 1570.0 1693.0 155.0 92.5 166.0 0.0 0.0 0.0 GR 249.0 1000.0 239.8 1133. 0 233.8 1188. 0 230.5 1219.0 225.8 1285.0 GR 224.0 1376.0 221.0 1570.0 211. 8 1579.0 209.7 1608.0 208.4 1635.0 GR 209.6 1647.0 211. 5 1664.0 221. 0 1693.0 221.1 1718. 0 221.1 1776.0 GR 221. 2 1834.0 221. 5 1892.0 221. 7 1951. 0 221.9 1986.0 222.5 2009.0 GR 223.7 2056.0 223.2 2067.0 224.2 2077.0 225.4 2125.0 226.3 2159.0 GR 226.6 2181. 0 226.7 2190.0 227.4 2204.0 227.6 2213.0 228.2 2242.0 GR 229.8 2300.0 230.1 2312.0 232.9 2358.0 236.5 2417.0 240.1 2475.0 Xl 35778 35.0 1555.0 1674.0 155.0 92.5 166.0 0.0 0.0 0.0 GR 248.5 1000.0 239.6 1130.0 234.0 1183. 0 230.8 1213.0 226. 2 1278.0 GR 224.4 1367. 0 221. 5 1555.0 212.7 1564.0 210.4 1591. 0 209.0 1617.0 GR 210.3 1629. 0 212.2 1645.0 221. 5 1674.0 221. 6 1700.0 221. 5 17 61. 0 GR 221. 6 1821. 0 221. 9 1882.0 222.1 1942.0 222.3 1979.0 222.9 2003.0 GR 224.1 2052.0 223.2 2064.0 224.6 2073.0 225.7 2124.0 226.5 2159.0 GR 226.8 2182.0 226.8 2191. 0 227.5 2206.0 227.7 2215.0 228.3 2245.0 GR 229.8 2306.0 230.2 2318.0 232.9 2366.0 236.5 2427.0 240.2 2488.0 Xl 35944 35.0 1541. 0 1655.0 155.0 92.5 166.0 0.0 0.0 0.0 GR 248.0 1000.0 239.5 1126.0 234.1 1178. 0 231.1 1207.0 226.6 1270.0 GR 224.7 1357.0 222.0 1541. 0 213.5 1549.0 211. 0 1575.0 209.7 1599.0 GR 211. 0 1611. 0 212.9 1627.0 222.0 1655.0 222.0 1682.0 222.0 1745.0 GR 221. 9 1808.0 222.3 1871. 0 222.5 1934.0 222.7 1972. 0 223.3 1997.0 GR 224.5 2048.0 223.2 2060.0 225.0 2070.0 226.0 2123.0 226.8 2159.0 GR 226.9 2182.0 226.8 2192.0 227.7 2208.0 227.9 2217.0 228.4 2248.'0 GR 229.9 2311. 0 230.2 2324.0 233.0 2374.0 236.5 2437.0 240.2 2500.0 1 14JUNOO 10:10:02 PAGE 10 Xl 36110 35.0 1526.0 1637.0 155.0 92.5 166.0 0.0 0.0 0.0 GR 247.5 1000.0 239.4 1123.0 234.3 1174.0 231. 4 1202.0 227.0 1263.0 GR 225.0 1347.0 222.5 1526.0 214. 4 1534.0 211. 6 1558.0 210.4 1581. 0 GR 211. 6 1593.0 213.7 1609.0 222.5 1637.0 222.5 1665.0 222.4 1730.0 GR 222.3 1795.0 222.7 1860.0 222.9 1926.0 223.2 1965.0 223.8 1991.0 GR 224.9 2044.0 223.2 2056.0 225.3 2066.0 226.3 2121. 0 227.0 2158.0 GR 227.0 2183.0 226.9 2194.0 227.9 2209.0 228.1 2219.0 228.5 2252.0 GR 229.9 2317.0 230.3 2330.0 233.0 2382.0 236.6 2447.0 240.3 2513.0 Xl 36276 35.0 1511. 0 1618.0 155.0 92.5 166.0 0.0 0.0 0.0 GR 247.0 1000.0 239.3 1119. 0 234.4 1169.0 231.6 1196.0 227.4 1255.0 GR 225.3 1337.0 223.0 1511. 0 215.4 1518.0 212.3 1542.0 211.1 1564.0 GR 212.3 1575.0 214. 4 1591. 0 223.0 1618.0 223.0 1647.0 222.8 1715. 0 GR 222.7 1782.0 223.1 1850.0 223.3 1917.0 223.6 1958.0 224.2 1985.0 GR 225.3 2039.0 223.2 2052.0 225.7 2063.0 226.6 2120.0 227.2 2158.0 GR 227.2 2184.0 226.9 2195.0 228.0 2211. 0 228.2 2221. 0 228.6 2255.0 GR 230.0 2322.0 230.4 2336.0 233.0 2390.0 236.6 2457.0 240.3 2525.0 Xl 36442 35.0 1496.0 1599.0 155.0 92.5 166.0 0.0 0.0 0.0 GR 246.5 1000.0 239.1 1116.0 234.6 1164. 0 231. 9 1190. 0 227.8 1248.0 GR 225.7 1327.0 223.5 1496.0 216.2 1503.0 212.9 1525.0 211. 8 1546.0 GR 213.0 1557.0 215.1 1573.0 223.5 1599.0 223.5 1629.0 223.2 1699.0 GR 223.0 1769.0 223.5 1839.0 223.7 1909.0 224.0 1951. 0 224.6 1979.0 GR 225.7 2035.0 223.2 2049.0 226.1 2060.0 226.9 2118. 0 227.5 2158.0 GR 227.3 2185.0 226.9 2196.0 228.2 2213.0 228.4 2223.0 228.7 2258.0 GR 230.0 2328.0 230.4 2342.0 233.0 2398.0 236.6 2468.0 240.4 2538.0 Xl 36608 35.0 1481. 0 1581.0 155.0 92.5 166.0 0.0 0.0 0.0 GR 246.0 1000.0 239.0 1112.0 234.7 1159.0 232.2 1184. 0 228.2 1241. 0 GR 226. 0 1318.0 224.0 1481. 0 217.1 1488.0 213.5 1509.0 212.4 1528.0 GR 213.7 1539.0 215.9 1554.0 224.0 1581. 0 224.0 1612.0 223.7 1684.0 GR 223.4 1756.0 223.0 1828.0 224.0 1900.0 224.5 1944.0 225.1 1973.0 GR 226.1 2031. 0 223.2 2045.0 226.5 2056.0 227.2 2117. 0 227.7 2158.0 GR 227.4 2186.0 227.0 2197.0 228.4 2214.0 228.6 2225.0 228.8 2261.0 GR 230.1 2333.0 230.5 2348.0 233.1 2406.0 236.7 2478.0 240.4 2550.0 Xl 36774 35.0 1466.0 1562.0 155.0 92.5 166.0 0.0 0.0 0.0 GR 245.3 1000.0 238.9 1109.0 234.9 1154. 0 232.4 1179.0 228.6 1233.0 GR 226.3 1308.0 224.5 1466.0 218.0 1473.0 214 .1 1492. 0 213.1 1510.0 GR 214.3 1521. 0 216.6 1536.0 224.5 1562.0 224.5 1594.0 224.1 1669.0 GR 223.8 1743.0 224.2 1818.0 224.4 1892.0 224.9 1937.0 225.5 1967.0 GR 226.5 2027.0 223.2 2041. 0 226.8 2053.0 227.5 2116.0 228.0 2158.0 GR 227.6 2186.0 227.0 2198.0 228.5 2216.0 228.7 2227.0 228.9 2265.0 GR 230.1 2339.0 230.6 2354.0 233.1 2414. 0 236.7 2488.0 240.5 2563.0 1 14JUNOO 10:10:02 PAGE 11 Xl 36940 35.0 1452.0 1544.0 155.0 92.5 166.0 0.0 0.0 0.0 GR 245.0 1000.0 238.8 1105. 0 235.0 1149.0 232.7 1173. 0 229.1 1226.0 GR 226.6 1298.0 224.9 1452. 0 218.9 1457.0 214.8 1475.0 213.8 1493. 0 GR 215.0 1503.0 217.3 1518.0 224.9 1544.0 225.0 1577.0 224.5 1653.0 GR 224.1 1730. 0 224.6 1807.0 224.8 1884.0 225.3 1930.0 225.9 1961. 0 GR 226.9 2023.0 223.2 2037.0 227.2 2050.0 227.8 2114. 0 228.2 2158.0 GR 227.7 2187.0 227.1 2199.0 228.7 2218.0 228.9 2229.0 229.0 2268.0 GR 230.2 2345.0 230.6 2360.0 233.1 2421. 0 236.7 2498.0 240.6 2575.0 Xl 37106 35.0 1437.0 1525.0 155.0 92.5 166.0 o.o 0.0 0.0 GR 244.5 1000.0 238.6 1102.0 235.2 1144.0 233.0 1167. 0 229.5 1218.0 GR 227.0 1288.0 225.4 1437.0 219.8 1442.0 215.4 1459. 0 214.5 1475.0 GR 215.7 1485.0 218.1 1500.0 225.4 1525.0 225.5 1559.0 224.9 1638.0 GR 224.5 1717.0 225.0 1796.0 225.4 1875.0 225.8 1923.0 226.3 1954.0 GR 227.3 2019.0 223.2 2034.0 227.6 2046.0 228.1 2113. 0 228.5 2158.0 GR 227.8 2188.0 227.1 2201.0 228.9 2220.0 229.0 2231. 0 229.1 2271.0 GR 230.2 2350.0 230.7 2366.0 233.2 2429.0 236.7 2508.0 240.6 2588.0 Xl 37272 35.0 1422. 0 1506.0 155.0 92.5 166.0 0.0 0.0 0.0 GR 244.0 1000.0 238.5 1098.0 235.3 1139. 0 233.3 1162. 0 229.9 1211. 0 GR 227.3 1278.0 225.9 1422. 0 220.6 1427. 0 216.0 1442.0 215.2 1457. 0 GR 216.3 1468. 0 218.8 1482. 0 225.9 1506.0 226.0 1541. 0 225.3 1623.0 GR 224.9 1704.0 225.4 1786.0 225.6 1867.0 226.2 1916.0 226. 8 1948.0 GR 227.7 2014.0 228.2 2030.0 227.9 2043.0 228.4 2111. 0 228.7 2158.0 GR 228.0 2189.0 227.2 2202.0 229.0 2221. 0 229.2 2233.0 229.2 2274.0 GR 230.3 2356.0 230.7 2372.0 233.2 2437.0 236.8 2519.0 240.7 2600.0 Xl 37438 35.0 1407.0 1488. 0 155.0 92.5 166.0 0.0 0.0 0.0 GR 243.5 1000.0 238.4 1095.0 235.5 1134. 0 233.5 1156. 0 230.3 1203.0 GR 227.6 1259.0 226.4 1407. 0 221.5 1412.0 216.7 1426.0 215.8 1439.0 GR 217 .0 1450.0 219.5 1463.0 226. 4 1488.0 226.5 1524.0 225.8 1607.0 GR 225.2 1691. 0 225.8 1775.0 226.0 1859.0 226.6 1909.0 227.2 1942.0 GR 228.0 2010.0 223.2 2026.0 228.3 2043.0 228.7 2110.0 229.0 2158.0 GR 228.1 2189.0 227.2 2213.0 229.2 2223.0 229.4 2236.0 229.3 2277.0 GR 230.3 2361.0 230.8 2378.0 233.2 2445.0 236.8 2529.0 240.7 2613.0 Xl 37604 35.0 1392.0 1469.0 155.0 92.5 166.0 0.0 0.0 0.0 GR 243.0 1000.0 238.3 1091.0 235.6 1129.0 233.8 1150.0 230.7 1196.0 GR 227.9 1259.0 226.9 1392.0 222.4 1396.0 217.3 1409.0 216.5 1422. 0 GR 217.7 1432. 0 220.3 1445. 0 226. 9 1469.0 227.0 1506.0 226.2 1592.0 GR 225.6 1678.0 226.2 1764.0 226. 4 1850.0 227.1 1902.0 227.6 1936.0 GR 228.4 2006.0 223.2 2022.0 228.7 2036.0 228.9 2108.0 229.2 2158.0 GR 228.2 2190.0 227.2 2204.0 229.4 2225.0 229.5 2238.0 229.3 2281. 0 GR 230.4 2387.0 230.9 2394.0 233.2 2453.0 236.8 2539.0 240.8 2625. 0 1 14JUNOO 10:10:02 PAGE 12 Xl 37770 35.0 1377.0 1450.0 155.0 92.5 166.0 0.0 0.0 0.0 GR 242.5 1000.0 238.1 1088.0 235.8 1125.0 234.1 1145. 0 231.1 1189.0 GR 228.3 1249.0 227.4 1377.0 223.3 1381. 0 217.9 1393.0 217.2 1404. 0 GR 218.3 1414.0 221. 0 1427. 0 227.4 1450. 0 227.4 1488.0 226.6 1577.0 GR 226.0 1665.0 226.6 1753.0 226.8 1842.0 227.5 1895.0 228.1 1930.0 GR 228.8 2002.0 223.2 2019.0 229.0 2033.0 229.2 2107.0 229.5 2157.0 GR 228.3 2191. 0 227.3 2215.0 229.6 2226.0 229.7 2240.0 229.4 2284.0 GR 230.4 2372.0 230.9 2380.0 233.3 2461.0 236.9 2549.0 240.8 2638.0 Xl 37936 35.0 1362. 0 1432. 0 155.0 92.5 166.0 0.0 0.0 0.0 GR 242.0 1000.0 238.0 1085.0 235.9 1120. 0 234.3 1139.0 231.5 1181. 0 GR 228.6 1239.0 227.9 1362.0 224.2 1366.0 218.6 1376.0 217.9 1386.0 GR 219.0 1396.0 221. 7 1409.0 227.9 1432.0 227.9 1471.0 227.0 1561. 0 GR 226.3 1652.0 227.0 1743.0 227.2 1833.0 227.9 1889.0 228.5 1924.0 GR 229.3 1998.0 223.2 2015.0 229.4 2029.0 229.5 2106.0 229.7 2157.0 GR 228.5 2192.0 227.3 2206.0 229.7 2228.0 229.9 2242.0 229.5 2287.0 GR 230.5 2378.0 231. 0 2396.0 233.3 2469.0 236. 9 2559.0 240.9 2650.0 Xl 38012 35.0 1348.0 1413. 0 155.0 92.5 166.0 0.0 0.0 0.0 GR 241. 5 1000.0 237.9 1081.0 236.1 1115. 0 234.6 1133. 0 231. 9 1174. 0 GR 228.9 1229.0 228.4 1348.0 225.1 1351. 0 219.2 1360. 0 218.6 1368.0 GR 219.7 1378.0 222.5 1391. 0 228.4 1413.0 228.4 1453.0 227.4 1546.0 GR 226.7 1639.0 227.4 1732.0 227.6 1825.0 228.4 1882.0 228.9 1918.0 GR 229.6 1994.0 223.2 2011. 0 229.8 2026.0 229.8 2104.0 230.0 2157.0 GR 228.6 2193.0 227.4 2218.0 229.9 2230.0 230.0 2244.0 229.6 2290.0 GR 230.5 2383.0 231.1 2472.0 233.3 2476.0 236.9 2569.0 240.9 2663.0 Xl 38268 35.0 1333.0 1394.0 155.0 92.5 166.0 0.0 0.0 0.0 GR 241. 0 1000.0 237.8 1078.0 236.2 1110. 0 234.9 1128. 0 232.3 1166. 0 GR 229.2 1220.0 228.9 1333.0 226. 0 1335.0 219.8 1343.0 219.2 1351. 0 GR 220.4 1360.0 223.2 1372. 0 228.9 1394.0 228.9 1435. 0 227.9 1531.0 GR 227.1 1626.0 227.8 1721. 0 228.0 1817.0 228.8 1875.0 229.3 1912.0 GR 230.0 1989.0 223.2 2007.0 230.2 2023.0 230.1 2103.0 230.2 2157.0 GR 228.7 2193.0 227.4 2209.0 230.1 2232.0 230.2 2246.0 229.7 2294.0 GR 230.6 2389.0 231.1 2408.0 233.3 2484.0 236.9 2580.0 241. 0 2 67 5. 0 Xl 38434 35.0 1318.0 1376.0 155.0 92.5 166.0 0.0 0.0 0.0 GR 240.5 1000.0 237.6 1074.0 236.4 1105.0 235.2 1122. 0 232.7 1159. 0 GR 229.6 1210.0 229. 4 1318.0 226. 9 1320.0 220.5 1327.0 219.9 1333.0 GR 221. 0 1342.0 223.9 1354.0 229.4 137 6. 0 229.4 1418. 0 228.3 1515.0 GR 227.4 1613.0 228.2 1711. 0 228.4 1808.0 229.2 1868.0 229.8 1906.0 GR 230.4 1985.0 223.2 2004.0 230.5 2019.0 230.4 2101.0 230.5 2157.0 GR 228.9 2194.0 227.5 2210.0 230.0 2233.0 230.3 2248.0 229.8 2297.0 1 14JUNOO 10:10:02 PAGE 13 GR 230.6 2394.0 231. 2 2414.0 233.4 2492.0 237.0 2590.0 241. 0 2688.0 Xl 38600 28.0 1303.0 1357.0 155.0 92.5 166.0 0.0 0.0 0.0 GR 240.0 1000.0 236.5 1100. 0 229.9 1200.0 229.9 1303.0 221.1 1310.0 GR 220.6 1315.0 221. 7 1324.0 229.9 1357.0 229.9 1400.0 228.7 1500.0 GR 227.8 1600.0 228.6 1700.0 228.8 1800.0 230.2 1900.0 230.8 1981. 0 GR 223.2 2000.0 230.9 2016.0 230.7 2100.0 230.7 2157.0 229.0 2195.0 GR 227.5 2211. 0 230.4 2235.0 230.5 2250.0 229.9 2300.0 230.7 2400.0 GR 233.4 2500.0 237.0 2600.0 241.1 2700.0 0.0 0.0 0.0 0.0 Xl 39222 41. 0 1784.0 1837.0 600.0 560.0 622.0 0.0 0.0 0.0 GR 243.0 1000.0 240.4 1145. 0 237.2 1259.0 237.2 1261. 0 231.5 1517. 0 GR 231.1 1695.0 231.1 1724. 0 231. 2 1753.0 231.1 1784.0 222.7 1792. 0 GR 222.0 1795.0 221. 7 1799.0 222.7 1807.0 224.0 1813.0 230.7 1837.0 GR 230.9 1876.0 230.6 1917.0 230.1 1965.0 229.4 2055.0 229.8 2105.0 GR 230.1 2144. 0 230.3 2234.0 231.1 2292.0 231. 5 2323.0 232.1 2396.0 GR 226.0 2413.0 232.2 2427.0 232.2 2479.0 232.2 2503.0 232.3 2554.0 GR 231.0 2588.0 229.8 2602.0 232.2 2623.0 232.3 2637.0 232.0 2666.0 GR 231.9 2682.0 233.1 2771. 0 235.5 2853.0 235.5 2861.0 239.1 2950.0 GR 242.9 3040.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Xl 39844 41. 0 2265.0 2317. 0 600.0 560.0 622.0 0.0 0.0 0.0 GR 246.0 1000.0 242.8 1234.0 238.0 1417.0 237.9 1420. 0 233.0 1835.0 GR 232.4 2121.0 232.2 2168.0 232.6 2215.0 232.2 2265.0 224.0 2275.0 GR 223.2 2278.0 222.9 2282.0 223.6 2290.0 224.7 2295.0 231. 6 2317.0 GR 231.9 2351. 0 231. 9 2388.0 231.6 2430.0 231.1 2509.0 231. 4 2553.0 GR 231.7 2588.0 231.9 2668.0 232.5 2719. 0 232.9 2747.0 233.4 2811. 0 GR 228.9 2826.0 233.5 2839.0 233.6 2884.0 233.6 2905.0 233.8 2950.0 GR 232.9 2980.0 232.1 2993.0 233.9 3012.0 234.0 3024.0 233.9 3049.0 GR 234.0 3063.0 235.5 3143.0 237.0 3215.0 238.1 3222.0 241. 2 3301.0 GR 244.7 3380.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 Xl 40466 41. 0 2745.0 2797.0 600.0 560.0 622.0 0.0 0.0 0.0 GR 249.0 1000.0 245.2 1322.0 238.7 1575.0 238.6 1580.0 234.6 2152.0 GR 233.6 2547.0 233.5 2612.0 233.9 2676. 0 233.4 2745.0 225.8 2757.0 GR 224.4 2761. 0 224.0 2766.0 224.6 2772. 0 225.4 2778.0 232.4 2797.0 GR 232.9 2827.0 233.2 2859.0 233.0 2895.0 232.7 2964.0 233.0 3002.0 GR 233.2 3033.0 233.4 3101.0 233.9 3145.0 234.2 3170.0 234.7 3226.0 GR 231.7 3239.0 234.9 3250.0 235.0 3289.0 235.1 3308.0 235.4 3347.0 GR 234.9 3373.0 234.4 3384.0 235.7 3400.0 235.8 3411. 0 235.8 3433.0 GR 236.0 3445.0 237.9 3514. 0 240.3 3575.0 240.5 3583.0 243.4 3651. 0 GR 246.4 3720. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 14JUNOO 10:10:02 PAGE 14 Xl 41088 41. 0 3226.0 3277.0 600.0 560.0 622.0 0.0 0.0 0.0 GR 252.0 1000.0 247.6 1411. 0 239.4 1735.0 239.3 1740.0 236.1 2469.0 GR 234.9 2974.0 234.7 305 6. 0 235.3 3138.0 234.5 322 6. 0 227.3 3240.0 GR 225.5 3244.0 225.2 3249.0 225.6 3255.0 226.0 3260.0 233.3 3277.0 GR 233.9 3302.0 234.5 3329.0 234.4 3360.0 234.4 3419.0 234.5 3451. 0 GR 234.7 3477.0 235.0 3535.0 235.3 3573.0 235.5 3594.0 236.0 3641.0 GR 234.6 3650.0 236.2 3651. 0 236. 4 3695.0 236.6 3710. 0 237.0 3743.0 GR 236.9 3766.0 236.7 3775. 0 237.4 3789.0 237.6 3798.0 237.7 3816.0 GR 238.0 3827.0 240.3 3885.0 242.6 3938.0 242~8 3943.0 245.5 4002.0 GR 248.2 4060.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Xl 41710 18.0 3707.0 3757.0 600.0 560.0 622.0 0.0 0.0 0.0 GR 255.0 1000.0 250.0 1500.0 240.0 1900.0 236.1 3400.0 235.9 3500.0 GR 236.6 3600.0 235.7 3707.0 226.7 3727. 0 226.3 3733.0 226.7 3742.0 GR 234.1 3757.0 235.8 3800.0 236.1 3900.0 236.7 4000.0 237.8 4100.0 GR 239.6 4200.0 245.0 4300.0 250.0 4400.0 0.0 0.0 0.0 0.0 QT 1. 0 8300.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 NC 0.075 0.075 0.055 0.4 0.6 0.0 0.0 0.0 0.0 0.0 Xl 42440 14.0 2504.0 2635.0 500.0 900.0 730.0 0.0 0.0 0.0 X3 10.0 0.0 0.0 0.0 0.0 0.0 0.0 244.0 244.0 0.0 GR 255.0 1000.0 250.0 1440.0 240.0 1700.0 236.5 2110. 0 237.0 2504.0 GR 237.0 2519.0 228.0 2552.0 229.0 2559.0 237.0 2620.0 237.0 2635.0 GR 240.0 2870.0 250.0 3900.0 250.0 4800.0 260. 0 4950.0 0.0 0.0 NC 0.05 0.05 0.045 0.4 0.6 0.0 0.0 0.0 0.0 0.0 Xl 42539 24.0 2504.0 2 635. 0 99.0 99.0 99.0 0.0 0.0 0.0 X3 10.0 0.0 0.0 0.0 0.0 0.0 0.0 244.0 244.0 0.0 GR 257.0 1. 0 252.0 430.0 244.3 1000.0 245.0 1200.0 244.8 1400.0 GR 244.5 1500.0 244.7 1800.0 245.0 1861. 0 244.9 2000.0 244.6 2300.0 GR 244.5 2504.0 237.3 2519.0 232.0 2539.0 229.2 2552.0 230.5 2590.0 GR 237.1 2620.0 242.5 2635.0 244.5 2835.0 244.7 3100.0 245.8 3300.0 GR 246.4 3400.0 247.6 3600.0 252.0 4000.0 254.0 5000.0 0.0 0.0 NC 0.015 0.015 0.02 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Xl 42540 36.0 2504.0 2635.0 1.0 1. 0 1. 0 0.0 0.0 0.0 X3 10.0 0.0 0.0 0.0 0.0 0.0 0.0 244.0 244.0 0.0 GR 257.0 1.0 252.0 430.0 244.3 1000.0 245.0 1200.0 244.8 1400. 0 GR 244.5 1500.0 244.7 1800.0 245.0 1861. 0 244.9 2000.0 244.6 2300.0 GR 244.5 2504.0 237.3 2519.0 233.2 2537.0 242.4 2537.0 242.4 2539.0 GR 232.7 2539.0 232.6 2539.0 229.2 2552.0 229.7 2568.0 242.4 2568.0 GR 242.4 2570.0 229.8 2570.0 230.5 2590.0 232.8 2599.0 242.4 2599.0 GR 242.4 2601. 0 233.4 2601. 0 237.1 2625.0 242.5 2635.0 244.9 2900.0 GR 244.7 3100.0 245.8 3300.0 246. 4 3400.0 247.6 3600.0 252.0 4000.0 GR 254.0 5000.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 14JUNOO 10:10:02 PAGE 15 NC 0.015 0.015 0.02 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Xl 42583 0.0 0.0 0.0 43.0 43.0 43.0 0.0 0.0 0.0 X2 0.0 0.0 0.0 242.5 244.4 0.0 0.0 0.0 0.0 0.0 X3 10.0 0.0 0.0 0.0 0.0 0.0 0.0 244.0 244.0 0.0 Xl 42584 24.0 2504.0 2635.0 1.0 1. 0 1. 0 0.0 0.0 0.0 X3 10.0 0.0 0.0 0.0 0.0 0.0 0.0 244.0 244.0 0.0 GR 257.0 1. 0 252.0 430.0 244.3 1000.0 245.0 1200.0 244.8 1400.0 GR 244.5 1500.0 244.7 1800.0 245.0 1861.0 244.9 2000.0 244.6 2300.0 GR 244.5 2504.0 237.0 2519.0 232.7 2539.0 229.2 2552.0 230.5 2590.0 GR 237.1 2620.0 242.5 2635.0 244.9 2900.0 244.7 3100.0 245.8 3300.0 GR 24 6. 4 3400.0 247.6 3600.0 252.0 4000.0 254.0 5000.0 0.0 0.0 NC 0.05 0.05 0.045 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Xl 42680 14.0 2504.0 2635.0 96.0 96.0 96.0 0.0 0.0 0.0 GR 255.0 1000.0 250.0 1440.0 240.0 1700.0 236.5 2110.0 237.0 2504.0 GR 237.0 2519.0 228.0 2552.0 229.0 2559.0 237.0 2 620. 0 237.0 2635.0 GR 240.0 2870.0 250.0 3900.0 250.0 4800.0 260.0 4950.0 0.0 0.0 NC 0.075 0.09 0.06 0.1 0.3 0.0 0.0 0.0 0.0 0.0 Xl 43850 30.0 2380.0 2465.0 900.0 730.0 1170. 0 0.0 0.0 0.0 GR 251. 0 1000.0 249.6 1110.0 248.6 1220.0 248.1 1330.0 246.9 1404.0 GR 245.9 1439.0 242.4 1549.0 240.4 1642.0 240.4 1659.0 240.6 17 68. 0 GR 240.2 1879.0 239.9 1989.0 239.6 2010.0 239.1 2099.0 238.4 2209.0 GR 238.6 2316.0 239.1 2380.0 237.0 2391. 0 232.6 2402.0 229.8 2414.0 GR 230.4 2418.0 232.3 2433.0 238.2 2456.0 239.6 2465.0 242.3 2598.0 GR 247.9 2916.0 252.0 3181.0 253.1 3345.0 254.5 3690.0 259.8 3775.0 NC 0.06 0.09 0.055 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Xl 45020 21. 0 2256.0 2295.0 900.0 750.0 1170.0 o.o 0.0 0.0 GR 247.0 1000.0 245.5 1100. 0 245.0 1200.0 245.2 1300. 0 243.2 1400.0 GR 240.8 1500.0 240.9 1600.0 242.3 1700.0 242.7 1800.0 243.0 1900.0 GR 241. 6 2000.0 240.1 2100.0 240.2 2200.0 241.1 2256.0 232.6 2269.0 GR 231. 6 2276.0 232.6 2283.0 242.0 2295.0 250.3 2400.0 256.2 2500.0 GR 259.6 2600.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 14JUNOO 10:10:02 PAGE 16 Xl 45980 34.0 2037.0 2076.0 783.3 696.7 960.0 0.0 0.0 0.0 GR 252.5 1000.0 251. 6 1083.0 251. 4 1165. 0 251. 4 1173. 0 251. 5 1248.0 GR 250.2 1330.0 249.9 1346.0 248.6 1413.0 248.5 1496.0 248.7 1519.0 GR 249.2 1578.0 249.1 1661. 0 249.1 1692.0 248.9 1743.0 248.1 1787.0 GR 246.5 1826.0 244.9 1864.0 243.3 1908.0 242.3 1953.0 242.0 1991. 0 GR 242.2 2037.0 235.1 2051. 0 233.7 2058.0 235.1 2065.0 242.7 2076.0 GR 243.2 2111. 0 246.0 2168.0 248.7 2226.0 249.3 2244.0 250.3 2283.0 GR 252.2 2340.0 254.1 2397.0 254.4 2404.0 259.7 2563.0 0.0 0.0 Xl 46940 34.0 1819.0 1858.0 783.3 696.7 960.0 0.0 0.0 0.0 GR 257.9 1000.0 257.7 1065.0 257.8 1130. 0 257.8 1136.0 257.9 1196.0 GR 257.3 1261. 0 257.1 1273.0 256. 3 1326.0 256.1 1391.0 256.2 1409.0 GR 256.1 1456.0 255.6 1521. 0 255.4 1546.0 254.8 1587.0 254.0 1621. 0 GR 251. 4 1652.0 248.9 1682.0 24 6. 5 1717.0 244.4 1752.0 243.8 1782.0 GR 243.3 1819.0 237.7 1833.0 235.9 1841. 0 237.6 1847.0 243.3 1858.0 GR 242.7 1906.0 245.5 1984.0 248.1 2063.0 248.4 2088.0 248.9 2141.0 GR 250.5 2220.0 252.2 2299.0 252.5 2307.0 259.9 2527.0 0.0 0.0 Xl 47900 18.0 1600.0 1639.0 783.3 696.7 960.0 0.0 0.0 0.0 GR 263.4 1000.0 264. 2 1100.0 264.3 1200.0 263. 6 1300. 0 261. 7 1400.0 GR 259.9 1455.0 252.9 1500.0 246.5 1551. 0 244.4 1600.0 238.0 1623.0 GR 243.9 1639.0 242.1 1700.0 244.9 1800.0 247.4 1900.0 247.5 2000.0 GR 248.8 2100.0 250.3 2200.0 260. 0 2490.0 0.0 0.0 0.0 0.0 NC 0.085 0.085 0.065 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Xl 48510 42.0 1696.0 1730.0 266.7 516.7 610.0 0.0 0.0 0.0 GR 260.9 1000.0 260.9 1078.0 260.9 1116. 0 260.8 1157. 0 260. 4 1232.0 GR 260. 4 1235.0 260.0 1314. 0 259.8 1348.0 259.3 1392.0 258.3 14 64. 0 GR 256.9 1528.0 255.8 1540.0 251. 8 1557.0 252.5 1560.0 251.1 1580.0 GR 250.5 1592.0 248.1 1600.0 249.4 1610.0 248.4 1627. 0 247.4 1639.0 GR 243.8 1696.0 242.1 1706.0 239.6 1715. 0 242.7 1726.0 245.6 1730.0 GR 245.4 1774. 0 245.2 1783.0 247.2 1861. 0 247.4 1868.0 249.1 1954.0 GR 249.2 1990.0 248.3 2006.0 246.8 2014. 0 246.0 2034.0 246.2 2040.0 GR 246.5 2049.0 249.0 2060.0 249.8 2126. 0 250.3 2160.0 251.1 2211. 0 GR 254.1 2310.0 258.4 2460.0 0.0 0.0 0.0 0.0 0.0 0.0 Xl 49120 42.0 1792. 0 1822.0 266.7 516.7 610.0 0.0 0.0 0.0 GR 258.4 1000.0 257.8 1089.0 257.6 1132.0 257.4 1178. 0 256. 5 1264.0 GR 256. 4 1268.0 256.2 1357.0 256.1 1396.0 255.8 1446.0 254.6 1528.0 GR 253.9 1601. 0 253.3 1615.0 247.7 1634.0 249.4 1637.0 249.3 1660.0 GR 249.4 1673.0 245.0 1682.0 249.1 1694.0 248.9 1714. 0 248.4 1727. 0 GR 247.2 1792.0 243.0 1800.0 241.1 1808.0 243.2 1817.0 247.4 1822.0 GR 248.3 1858.0 248.3 18 65. 0 249.7 1930.0 249.8 1937.0 250.9 2008.0 GR 250.9 2038.0 249.2 2052.0 246.0 2058.0 244.5 2075.0 244.8 2080.0 GR 245.4 2088.0 250.1 2096.0 250.8 2151. 0 251. 2 2180.0 251. 9 2223.0 1 14JUNOO 10:10:02 PAGE 17 GR 254.1 2305.0 256.7 2430.0 0.0 0.0 0.0 0.0 0.0 0.0 QT 1. 0 4500.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Xl 49730 29.0 1888.0 1913.0 266.7 516.0 610.0 0.0 0.0 0.0 GR 255.9 1000.0 254.7 1100. 0 254.0 1200.0 252.5 1300. 0 252.4 1400.0 GR 252.2 1500.0 250.8 1689.0 243.6 1711. 0 246.3 1714. 0 248.3 1755.0 GR 242.7 1765.0 248.0 1778.0 249.5 1800.0 248.6 1888.0 243.9 1894.0 GR 242.7 1900.0 243.8 1909.0 249.1 1913.0 251. 3 1942.0 252.3 2000.0 GR 252.7 208 6. 0 250.0 2095.0 245.3 2102.0 243.0 2116.0 244.3 2126.0 GR 251. 3 2133.0 252.1 2200.0 254.8 2300.0 255.1 2400.0 0.0 0.0 Xl 50464 43.0 1840.0 1866.0 460. 0 480.0 734.0 0.0 0.0 0.0 GR 257.5 1000.0 256.3 1095.0 256.0 1129.0 255.7 1189.0 254.9 1259.0 GR 254.3 1284.0 254.3 1379.0 254.3 1388.0 254.1 1473.0 253.8 1517.0 GR 252.6 164 6. 0 252.6 1652.0 24 6. 8 1673.0 248.9 1676. 0 250.5 1715.0 GR 246.0 1724. 0 250.9 1736.0 251. 4 1757.0 251. 2 1776.0 250.3 1840.0 GR 246.2 1845.0 245.1 1846.0 244.1 1852.0 244.7 1856.0 245.8 1861.0 GR 250.4 1866.0 252.9 1896.0 253.0 1901. 0 253.9 1957.0 253.9 1968.0 GR 255.3 2048.0 255.0 2050.0 253.3 2060.0 249.6 2065.0 247.9 2080.0 GR 249.1 2091.0 254.8 2098.0 255.5 2133.0 256.1 2169.0 257.1 2215.0 GR 258.3 2274.0 258.7 2298.0 259.9 2380.0 0.0 0.0 0.0 0.0 Xl 51198 43.0 1793. 0 1818.0 460.0 480.0 734.0 0.0 0.0 0.0 GR 259.0 1000.0 257.9 1089.0 257.5 1122. 0 257.4 1179.0 256.8 1244.0 GR 256.5 1268.0 256. 3 1357.0 256.3 1366.0 256.1 1446. 0 255.8 1488.0 GR 254.3 1610.0 254.3 1615.0 249.9 1635.0 251. 6 1637.0 252.7 1674.0 GR 249.3 1683.0 252.9 1695.0 253.3 1714. 0 253.1 1732.0 252.0 1793.0 GR 247.2 1797.0 246.4 1799.0 245.5 1804.0 246.3 1808.0 247.7 1814.0 GR 251. 7 1818.0 254.4 1850.0 254.7 1856.0 255.5 1915.0 255.5 1926. 0 GR 257.9 2011. 0 257.7 2013.0 256.6 2023.0 253.9 2028.0 252.8 2044.0 GR 253.9 2055.0 258.2 2063.0 259.3 2100.0 260.1 2137.0 261. 3 2186. 0 GR 262.7 2249.0 263.1 2273.0 264.8 2360.0 0.0 0.0 0.0 0.0 Xl 51932 43.0 1745.0 1771. 0 460.0 480.0 734.0 0.0 0.0 0.0 GR 260.6 1000.0 259.4 1084.0 259.1 1115. 0 259.1 1160. 0 258.8 1229.0 GR 258.5 1252.0 258.2 1336.0 258.2 1344.0 258.0 1420. 0 257.8 1459.0 GR 256.1 1573.0 256.1 1578.0 253.1 1597.0 254.2 1599.0 254.9 1634.0 GR 252.6 1642.0 255.0 1653.0 255.2 1671. 0 255.1 1688.0 253.8 1745.0 GR 248.2 1749.0 247.6 1751. 0 246.8 1757.0 247.8 1760.0 249.7 1766.0 GR 253.0 1771. 0 256.0 1805.0 256.3 1810.0 257.0 1872. 0 257.1 1884.0 GR 260.5 1973.0 260. 4 1975.0 259.8 1986.0 258.1 1992.0 257.7 2008.0 GR 258.6 2020.0 261. 7 2028.0 263.1 2066.0 264 .1 2106.0 265.5 2158.0 GR 267.0 2223.0 267. 5 2249.0 269.6 2340.0 0.0 0.0 0.0 0.0 1 14JUNOO 10:10:02 PAGE 18 Xl 52666 43.0 1698.0 1723. 0 460.0 480.0 734.0 0.0 0.0 0.0 GR 262.1 1000.0 261. 0 1079.0 260. 8 1107. 0 260. 7 1157. 0 260.7 1215.0 GR 260. 6 1236.0 260.2 1314.0 260.2 1322.0 259.9 1393.0 259.7 1429. 0 GR 257.8 1537.0 257.8 1541. 0 256.3 1559.0 256.8 1561. 0 257.0 1593.0 GR 255.9 1601. 0 257.1 1611. 0 257.1 1628.0 257.0 1644.0 255.5 1698.0 GR 249.2 1702. 0 248.8 1703.0 248.2 1705.0 249.4 1713. 0 251. 7 1719. 0 GR 254.3 1723. 0 257.5 1759.0 258.0 1765. 0 258.6 1830.0 258.7 1842.0 GR 263.1 1935.0 263.1 1938.0 263.1 1949.0 262. 4 1955.0 262.7 1972. 0 GR 263.4 1984.0 265. 2 1993.0 266.9 2033.0 268.1 2075.0 269.6 2129.0 GR 271. 3 2197.0 272. 0 2224.0 274.5 2320.0 0.0 0.0 0.0 0.0 NC 0.07 0.075 0.065 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Xl 53400 19.0 1650.0 1676. 0 460.0 480.0 734.0 0.0 0.0 0.0 GR 263.7 1000.0 262.2 1130. 0 262. 7 1200.0 262.1 1300.0 261. 7 1400.0 GR 259.6 1500.0 258.9 1600.0 257.2 1650.0 250.2 1654.0 249.6 1661. 0 GR 251. 0 1665.0 255.6 1676. 0 259.6 1719.0 260.3 1800.0 265. 8 1900.0 GR 270.7 2000.0 273.8 2100.0 276. 4 2200.0 279.3 2300.0 0.0 0.0 NC 0.085 0.085 0.065 0.0 0.0 0.0 0.0 0.0 0.0 0.0 QT 1. 0 4900.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Xl 54700 44.0 1674.0 1699.0 1050.0 1083.0 1300. 0 0.0 0.0 0.0 GR 266.4 908.0 265.7 960.0 264.9 1022.0 264.8 1026.0 264.9 1102. 0 GR 265. 0 1144. 0 264. 8 1165. 0 264.2 1222.0 264 .1 1262.0 264.0 1279.0 GR 263. 8 1336.0 263.8 1380.0 263.7 1393. 0 262.8 1450.0 262.0 1497.0 GR 262. 0 1507.0 261. 5 1563.0 260. 8 1615.0 260.7 1620. 0 259.7 1642.0 GR 258.8 1674.0 252.5 1678.0 252.2 1679.0 251. 7 1685.0 252.6 1687.0 GR 253.0 1689.0 257.6 1699.0 260. 8 1742.0 260.8 1744.0 260.7 1750.0 GR 261.2 1766.0 261. 4 1789.0 261.5 1805.0 261. 9 1822.0 262. 9 1839.0 GR 265.6 1894.0 266.8 1921. 0 270.3 2000.0 271.1 2020.0 273.5 2106.0 GR 273.9 2119.0 276.0 2211. 0 276.2 2218.0 279.0 2317.0 0.0 0.0 Xl 56000 44.0 1698.0 1722. 0 1050.0 1083.0 1300. 0 0.0 0.0 0.0 GR 269 .1 817.0 268.4 876.0 267.5 948.0 267.5 952.0 267.3 1040.0 GR 267.2 1088.0 267 .1 1112. 0 266.2 1177. 0 266.0 1223.0 266.0 1243.0 GR 265. 8 1308. 0 266.0 1359.0 265. 9 1374.0 265.1 1440.0 264.4 1495.0 GR 264.4 1505.0 263.9 1571. 0 262.8 1630.0 262.6 1636.0 261. 3 1661.0 GR 260.4 1698.0 254.8 1702.0 254.3 1703.0 253.7 1709.0 254.6 1711. 0 GR 255.0 1712.0 259.6 1722. 0 262.1 17 64. 0 262 .1 1766.0 261. 7 1772. 0 GR 262.5 1788.0 262.7 1811. 0 262.9 1827.0 263.5 1844.0 264.5 1860.0 GR 266.8 1916.0 267.9 1942.0 270.8 2020.0 271. 5 2040.0 273.7 2124.0 GR 274.0 2138.0 275.8 2229.0 276.0 2235.0 276. 7 2333.0 0.0 0.0 1 14JUNOO 10:10:02 PAGE 19 Xl 57300 44.0 1722. 0 1746.0 1050.0 1083.0 1300.0 0.0 0.0 0.0 GR 271. 9 725.0 271. 0 792.0 270.1 873.0 270.1 878.0 269. 8 977.0 GR 269.5 1032.0 269.3 1059.0 268.1 1135. 0 268.0 1185. 0 268.0 1207.0 GR 267. 8 1281. 0 268 .1 1339.0 268.1 1356.0 267.5 1430. 0 266. 8 1492.0 GR 266.8 1504.0 266.2 1578.0 264.7 1645.0 264.5 1652.0 262.9 1680.0 GR 262.0 1722. 0 257.0 1726.0 256. 4 1727. 0 255.8 1733.0 256.6 1735.0 GR 257.1 1736.0 261. 6 1746.0 263.3 1787.0 263.3 1789.0 262.8 1795.0 GR 263.9 1811. 0 264.1 1833.0 264.3 1849.0 265.0 1866.0 266.2 1882.0 GR 268.1 1937.0 268.9 1963.0 271. 3 2040.0 271. 9 2059.0 273.8 2143.0 GR 274.0 2156.0 275.6 2247.0 275.8 2253.0 278.3 2350.0 0.0 0.0 NC 0.07 .07 0. 065 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Xl 58600 44.0 1746.0 17 69. 0 1050.0 1083.3 1300. 0 0.0 0.0 0.0 GR 274.6 633.0 273.0 708.0 272. 7 799.0 272. 7 805.0 272.2 915.0 GR 271. 8 976. 0 271. 5 1006.0 270.0 1089.0 270.0 1147. 0 269.9 1171.0 GR 269. 7 1254.0 270.3 1318.0 270.4 1337. 0 269. 8 1420. 0 269. 3 1489.0 GR 269.2 1503.0 268.5 1585.0 266.7 1660.0 266. 4 1668.0 264.4 1700.0 GR 263.6 1746.0 259.3 1750.0 258.6 1751.0 257.9 1756.0 258.6 1759.0 GR 259.1 17 60. 0 263.5 1769.0 264. 5 1810.0 264. 5 1812.0 263. 8 1818.0 GR 265.2 1833.0 265.5 1856.0 265. 7 1871. 0 266.6 1888.0 267.8 1904.0 GR 269.3 1958.0 270.0 1983.0 271. 8 2063.0 272. 3 2079.0 273.9 2162.0 GR 274.1 2175.0 275.4 22 64. 0 275.6 2271. 0 278.0 2367.0 0.0 0.0 Xl 59900 44.0 1770.0 17 92. 0 1050.0 1083.3 1300. 0 0.0 0.0 0.0 GR 277. 3 542.0 276. 3 624.0 275.4 724 .0 275.3 731. 0 274.6 852.0 GR 274.1 920.0 273.8 953.0 272.0 1044.0 271. 9 1109.0 271. 9 1136.0 GR 271. 7 1227.0 272. 4 1296.0 272. 6 1319.0 272.2 1410.0 271. 7 1487. 0 GR 271. 6 1501. 0 270.9 1593.0 268.6 1676.0 268.4 1684.0 266.0 1719. 0 GR 265.2 1770.0 261. 6 1774.0 260.7 1775.0 259.9 1780.0 260.6 1782.0 GR 261.1 1783.0 265.5 1792.0 265.8 1833.0 265. 8 1834.0 264.9 1840.0 GR 266.6 1856.0 266. 8 1878.0 267. 0 1893.0 268. 2 1919.0 269.5 1925.0 GR 270.6 1979.0 271. 0 2004.0 272. 4 2080.0 272. 7 2099.0 274.1 2181. 0 GR 274.2 2194.0 275.2 2282.0 275.4 2289.0 277.7 2383.0 0.0 0.0 NC 0.07 0.075 0.065 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Xl 61200 30.0 1794.0 1815.0 1050.0 1083.3 1300.0 0.0 0.0 0.0 GR 280.0 450.0 279.0 540.0 278.0 630.0 277.0 790.0 276.0 900.0 GR 273.9 1000.0 273.9 1100. 0 273.7 1200.0 274.0 1300.0 274.5 1400.0 GR 274.0 1500.0 273.2 1600.0 270.3 1700.0 267. 6 1738.0 266. 8 1794.0 GR 262.8 1799.0 262.0 1804.0 262.6 1806.0 267. 5 1815.0 267. 0 1857.0 GR 265. 9 1863.0 267.9 1878.0 268.2 1900.0 268. 4 1915.0 271.1 1947.0 GR 271. 8 2000.0 272. 9 2100.0 274.2 2200.0 275.0 2300.0 277.4 2400.0 1 14JUNOO 10:10:02 PAGE 20 QT 1. 0 2500.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Xl 61960 38.0 1567.0 1585.0 650.0 575.0 760. 0 0.0 0.0 0.0 GR 282.0 725.0 281. 3 781. 0 280.4 850.0 279.6 938.0 279.1 973.0 GR 278.8 1007.0 277.4 1069.0 277.2 1132. 0 276.8 1195. 0 276.9 1221.0 GR 276.9 1257.0 276.0 1320.0 275.1 1382.0 274.0 1445.0 273.1 1470.0 GR 272.0 1508.0 270.5 1531. 0 269. 8 1567.0 266.7 1571. 0 265.3 1576.0 GR 266.1 1577.0 270.8 1585.0 270.7 1625.0 270.1 1631. 0 270.2 1632.0 GR 271.1 1645.0 271.3 1667.0 271.4 1681. 0 272. 7 1712. 0 272. 9 1736.0 GR 273.1 1763. 0 273.8 1839.0 273.9 1860.0 274.2 1943.0 274.4 1957.0 GR 275.1 2046.0 275.3 2053.0 278.7 2150.0 0.0 0.0 0.0 0.0 Xl 62720 13.0 1339.0 1354.0 650.0 575.0 760.0 0.0 0.0 0.0 GR 284.0 1000.0 281. 8 1100.0 279.7 1200.0 274.2 1300.0 272.8 1339.0 GR 268.5 1347.0 274.0 1354.0 274.4 1400.0 274.3 1500.0 274.9 1600.0 GR 274.4 1700.0 275.3 1800.0 280.0 1900.0 0.0 0.0 0.0 0.0 1 14JUNOO 10:10:02 PAGE 21 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELM IN SSTA SLOPE XLOBL XLCH XLOBR I TRIAL IDC I CONT CORAR TO PW ID ENDST *PROF 1 CCHV= .100 CEHV= .300 *SECNO 8750.000 8750.000 12.66 194.96 .00 199.00 195.02 .06 .00 .00 191. 50 11500. 0 1846.0 1270.9 8383.1 1070.6 363.3 4895.8 . 0 .0 191. 30 .00 1. 72 3.50 1. 71 .070 .065 .080 .000 182.30 1189.92 . 001391 0. o. o . 0 0 5 .00 1981. 33 3171. 25 *SECNO 10815.000 10815.000 15.08 197.18 .00 .00 197.28 .10 2.25 .01 193.00 11500. 0 3516.6 2411.2 5572. 2 1709.3 568 .8 3179 . 9 187.4 56.1 193.00 .17 2.06 4.24 1. 75 .070 .065 .080 .000 182.10 1228.57 . 001740 1550. 2065 . 1250. 1 0 0 .00 1638.46 2867.03 CCHV• .100 CEHV= .300 *SECNO 12880.000 3265 DIVIDED FLOW 12880.000 17.48 199.38 .oo .00 199.51 .13 2.23 .01 194.50 12300.0 5386.7 3358.3 3555.1 2569.3 736.3 2083.9 370.0 109.2 194.60 .33 2.10 4.56 1. 71 . 065 .050 .065 .000 181.90 1104. 86 .001208 1550. 2065 . 1250. 2 0 0 .00 1670.80 2810.46 CCHV• .300 CEHV= .300 *SECNO 13856.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1. 94 13856.000 14 .23 199.63 .00 .00 199.67 .04 .13 .03 199.00 12300.0 775 .7 128.0 11396.3 690.1 107.1 7401. 5 394 .1 113. 6 199.00 .37 1.12 1.20 1. 54 .060 .050 .060 .000 185.40 1131. 82 .000322 100. 976. 100. 2 0 0 .00 1459.96 2591.78 *SECNO 13857.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .49 1 14JUNOO 10:10 :02 PAGE 22 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL ·TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELM IN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL IDC !CONT CORAR TOPWID EN DST 3370 NORMAL BRIDGE, NRD= 28 MIN ELTRD-19S.40 MAX ELLC= 192.40 138S7.000 14.08 199.48 .oo .00 199.73 .2S .00 .07 199.00 12300.0 S74.S 164.2 11S61. 3 221. 8 46.7 2822.7 394.2 113. 6 199.00 .37 2.S9 3.S2 4.10 .02S .020 .02S .000 18S.40 1140.81 .001339 1. 1. 1. 2 0 0 -S9.S2 1422. 83 2S63. 64 *SECNO 13904 .000 3370 NORMAL BRIDGE, NRD= 28 MIN ELTRD= 19S.40 MAX ELLC= 198.10 13904.000 13.26 199.S6 .00 .00 199.80 .24 .06 .00 186 .30 12300.0 676.S 22S.8 11397. 8 261. 0 81. 2 2862.9 397.6 llS.2 198.10 .38 2.S9 2.78 3.98 .02S .020 .02S .000 186.30 1139.11 . 001213 47. 47. 47 . 2 0 0 -S2.76 1429.2S 2S68.3S *SECNO 1390S .000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.07 1390S. 000 14.43 199.83 .00 .00 199.86 .03 .00 .06 199.00 12300.0 709.7 123.1 11467.2 682.0 108.7 7739 .6 397.7 llS.2 199.00 .38 1. 04 1.13 1. 48 .060 .oso .060 .000 18S.40 1133. 48 .000284 1. 1. 1. 2 0 0 .00 14 61. 72 2S9S.20 CCHV-.100 CEHV= .300 *SECNO 14280. 000 14280. 000 14.93 199.93 .00 .00 199.96 .03 .10 .00 190.00 12300.0 2S91.4 2934.3 6774.3 2S79.0 1243.2 68SS .7 490.2 132.S 190.00 . 47 1. 00 2.36 .99 . 06S .oso .06S .000 18S.OO 1821.09 .000220 300. 37S. 4SO. 2 0 0 .00 2219.4S 4040.S4 *SECNO 14780.000 14780.000 13.96 200.06 .00 .00 200 .11 .OS .14 .00 191.40 12300.0 2806.9 26S6. 7 6836.4 228S.4 934.1 Sl34.2 S96 .4 1S6.S 192.10 .SS 1.23 2.84 1. 33 . 06S .oso . 06S .000 186.10 1670.08 .000368 483. soo. 48S. 0 0 0 .00 2090.37 3760.4S 1 14JUN00 10:10 :02 PAGE 23 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR I TRIAL !DC !CONT CORAR TOPWID EN DST *SECNO 1S 280.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = . 64 15280.000 13.19 200.29 .00 .00 200.39 .09 .27 .01 192.80 12300.0 3548.6 2724. 6 6026.8 2159.0 656.9 3485.2 678.1 178. 9 194.20 . 61 1. 64 4.15 1. 73 .065 .050 .065 .000 187.10 1541.38 . 000898 483. 500 . 485. 2 0 0 .00 1933.81 3475.19 *SECNO 15780.000 15780.000 12.73 200.83 .00 .00 200.93 .11 .54 .00 194.30 12300.0 4755.2 2135.9 5408.9 2556.6 445.8 2792.7 745.5 201.1 196.30 . 67 1. 86 4.79 1. 94 .065 .050 .065 .000 188.10 1198.17 . 001429 483. 500 . 485. 2 0 0 .00 2059.88 3258.05 *SECNO 16280.000 16280.000 12.42 201.62 .00 .00 201. 70 .08 .76 .00 195.70 12300.0 7258.1 1164. 6 3877.2 3436.6 261. 8 2263.7 810.9 223.8 198.40 .73 2.11 4.45 1. 71 .070 .055 .070 .000 189.20 1097 .28 .001741 483 . 500. 485. 2 0 0 .00 2034.76 3132.04 *SECNO 17930.000 17930.000 11. 44 203. 64 .00 .00 203.69 .05 1. 98 .oo 199.00 12300.0 7297. 2 1147.1 3855.7 4703.8 338 .8 2736.6 1051.1 300.4 200.50 .98 1. 55 3.39 1. 41 .070 .055 .070 .000 192.20 1079.76 .000989 1650. 1650. 1300. 2 0 0 .00 2443.70 3523.46 *SECNO 19580.000 19580.000 10.11 205.21 .00 .00 205.26 .04 1. 57 .00 202.40 12300.0 7082.9 1223.7 3993.3 5023.8 374.9 2837.3 1332.0 392.9 202.60 1. 25 1. 41 3.26 1. 41 .070 .055 .070 .000 195.10 1069.88 .001056 1650. 1650. 1300. 2 0 0 .00 2883.81 3953.70 *SECNO 20185.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .66 20185.000 12.04 206.04 .00 .00 206.18 .13 .89 .03 203.80 12300 .0 6168.5 2421. 6 3709.9 2924.3 464. 0 2086.9 1422.8 426.6 204.10 1. 31 2.11 5.22 1. 78 .070 .055 .070 .000 194.00 1363. 29 .002452 575 . 605. 575. 2 0 0 .00 2214. 94 3578.23 1 14JUNOO 10:10 :02 PAGE 24 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELM IN SSTA SLOPE XLOBL XLCH XLOBR I TRIAL me I CONT CORAR TO PW ID ENDST *SECNO 20790.000 20790.000 14.52 207.42 .00 .00 207.56 .14 1. 38 .00 205.20 12300.0 5580.4 3046.1 3673.4 2596.8 601. 8 2307.2 1495.6 455.8 205.50 1. 37 2.15 5 .06 1. 59 .070 .060 .070 .000 192.90 1148.04 .002307 575 . 605. 575 . 2 0 0 .00 2212.37 3360.41 *SECNO 22640.000 22640.000 14.97 209.97 .oo .00 210.05 .08 2.48 .01 208.00 11500.0 3926.8 2752.1 4821.1 2456.6 713 .6 3478 .0 1695.8 529.8 207.60 1. 57 1. 60 3.86 1. 39 .070 .060 .070 .000 195.00 1098 .47 .001237 1283. 1850. 1473. 2 0 0 .00 2345.13 3443 .60 *SECNO 24490.000 24490.000 15.01 212.01 .00 .00 212.10 .09 2.05 .00 210.80 11500.0 2810.9 3088.5 5600.6 1956.3 794.6 4074.4 1920.6 605.8 209.80 1. 78 1. 44 3.89 1. 37 .080 .065 .085 .000 197.00 1064 .19 .001486 1283. 1850. 1473. 3 0 0 .00 2310.39 3374.59 *SECNO 26340.000 26340 .000 14. 99 214.09 .00 .00 214.16 .07 2.06 .00 213.60 11500. 0 1905.8 3060.8 6533.3 1542.9 870.2 4759.6 2156. 9 681.3 211. 90 2.00 1.24 3.52 1. 37 .080 .065 .085 .000 199.10 1035.80 .001221 1283. 1850. 1473. 1 0 0 .00 2286.10 3321. 90 *SECNO 27210.000 27210.000 14. 99 214.99 .00 .00 215.06 .06 .89 .00 213.20 11500. 0 4563.0 2441. 8 4495.2 3154 .8 707.0 3217.1 2264.3 714. 4 212.10 2.10 1. 45 3.45 1. 40 .085 .070 .085 .000 200.00 1016.25 . 001384 825. 870. 515. 2 0 0 .00 2205.36 3221. 60 *SECNO 28080.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1. 44 28080.000 14.81 215.71 .00 .00 215.74 .03 . 68 .00 212.80 11500. 0 7668.8 1298.9 2532.3 5999.9 550.1 2582.7 2397.8 750.5 212.30 2.26 1. 28 2.36 .98 .085 .070 .085 .000 200.90 972. 97 . 000664 825 . 870. 515. 2 0 0 .00 2346.98 3319.95 1 14JUNOO 10:10:02 PAGE 25 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL CLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELM IN SSTA SLOPE XLOBL XLCH XLOBR I TRIAL !DC I CONT CORAR TO PW ID END ST *SECNO 28690.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = . 64 28690.000 14 .15 216.15 .00 .00 216.21 .07 . 4 6 .01 213.70 11500. 0 6559.0 1940.7 3000.3 3814.8 535.2 2122.8 2479.6 773.4 213.00 2.32 1. 72 3.63 1. 41 .085 .070 .085 .000 202.00 1053.65 .001638 400 . 610 . 540. 2 0 0 .00 2009.28 3062.93 *SECNO 29300.000 29300.000 14 .10 217.10 .00 .00 217.21 .12 .98 .01 214.50 11500. 0 5145 .1 2534.9 3819.9 2641.8 545.1 2101.4 2543.0 793.4 213.70 2.37 1. 95 4.65 1. 82 .085 .070 .085 .000 203.00 1101. 63 . 002617 400 . 610. 540. 2 0 0 .00 1718.80 2820.43 *SECNO 29910.000 29910.000 14. 32 218.42 .00 .00 218.57 .15 1. 35 .01 215.40 11500. 0 3700.2 3027.1 4772.7 1926.1 600.7 2346.8 2599.6 810.7 214.30 2.42 1. 92 5.04 2.03 .085 .070 .085 .000 204.10 1130. 56 . 002745 400. 610 . 540. 2 0 0 .00 1476.24 2606.79 *SECNO 30520.000 30520.000 14. 69 219.79 .00 .00 219.94 .15 1. 37 .oo 216.20 11500.0 2525.1 3154.0 5820.8 1352.0 633.2 2744.0 2654.8 826.5 215.00 2.48 1. 87 4.98 2.12 .085 .070 .085 .000 205.10 1145. 72 . 002531 400. 610. 540 . 1 0 0 .00 1335.39 2481.12 *SECNO 31130.000 31130. 000 14. 60 220.80 .00 .00 220.87 .06 .91 .01 206.20 7800.0 2154.7 1062.7 4582.5 1014. 4 312.2 3183.2 2709.0 841.1 215.70 2.55 2.12 3.40 1. 44 .075 .070 .085 .000 206.20 1163. 60 . 001133 400. 610 . 540 . 2 0 0 .00 1208.06 2371. 66 *SECNO 31744.000 3265 DIVIDED FLOW 1 14JUNOO 10:10:02 PAGE 26 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL CLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCR VROB XNL XNCH XNR WTN ELM IN SSTA SLOPE XLOBL XLCH XLOBR I TRIAL !DC !CONT CORAR TOPWID EN DST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .61 31744.000 14.55 22 1. 65 .00 .00 221.91 .26 .98 .06 218.10 7800.0 1342.2 3427.8 3029 .9 597 .8 617.6 1262.1 2752.7 852.9 216.70 2.59 2.25 5.55 2.40 .075 .070 .085 .000 207.10 1211. 67 . 003079 570 . 614. 520. 2 0 0 .00 703.65 2046.44 *SECNO 32358.000 32358.000 15.11 223.21 .00 .00 223.41 .19 1. 49 .01 219.20 7800.0 1707.7 2944.2 3148 .0 757.5 608.0 1298.4 2785 .5 860.8 217 .70 2.64 2.25 4.84 2.42 .075 .070 .085 .000 208.10 1250 .81 . 002272 570. 614. 520. 2 0 0 .00 559.65 1810.46 *SECNO 32972 .000 32972.000 15.45 224.45 .00 .00 224.61 .16 1. 20 .00 220.20 7800.0 2004.3 2503.5 3292.2 867. 6 561. 3 1369.1 2820 .3 867.8 218.80 2 .69 2.31 4.46 2 .40 .075 .070 .085 .000 209.00 1292 .66 . 001984 570 . 614 . 520. 2 0 0 .00 541. 87 1834 .53 *SECNO 33586.000 33586.000 15.57 225.57 .00 .00 225.70 .13 1. 09 .00 221. 30 7800.0 2349.2 1946.2 3504.5 976.8 483.6 1428. 9 2856.4 874.6 219.80 2.75 2. 41 4.02 2.45 .075 .070 .085 .000 210.00 1326.96 . 001899 570. 614 . 520. 2 0 0 .00 538 .11 1865.07 *SECNO 34200.000 34200.000 15.66 226.56 .00 .00 226.68 .12 .98 .00 222.30 7800.0 2476.4 1896.0 3427.6 1065.6 486. 0 1473.3 2893.9 881. 4 220.80 2.80 2.32 3.90 2.33 .075 .070 .085 .000 210.90 1361.19 . 001632 570 . 614. 520. 2 0 0 .00 537.04 1898.23 *SECNO 35280.000 3302 WARNING : CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2 .55 35280.000 20.15 227.15 .00 .00 227.20 .05 .51 .01 220.00 7800.0 1077 . 7 4600.0 2122.3 1409.2 2163 .7 2422.9 2993.6 896.8 220.00 2.98 .76 2.13 .88 .085 .070 .085 .000 207.00 1284.99 . 000251 700. 1080 . 1050. 2 0 0 .00 919.80 2204.79 1 14JUNOO 10:10:02 PAGE 27 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC I CONT CORAR TO PW ID EN DST *SECNO 35446.000 35446.000 19.49 227.19 .00 .00 227.24 .05 .04 .00 220.50 7800.0 1043.8 4518.6 2237.6 1280.1 2015.0 2373.2 3011. 4 899.4 220.50 3.00 .82 2.24 . 94 .085 .070 .085 .000 207.70 1267.83 .000294 155. 166. 93. 2 0 0 .00 933.83 2201.67 *SECNO 35612.000 35612.000 18.83 227.23 .00 .00 227.29 .06 .05 .oo 221. 00 7800.0 978.6 4531. 7 2289.7 1142.4 1886.3 2298.7 3028.1 902 .1 221. 00 3.02 .86 2.40 1. 00 .085 .070 .085 .000 208.40 1264.99 .000357 155. 166. 93. 0 0 0 .00 935.50 2200.49 *SECNO 35778.000 35778.000 18.28 227.28 .00 .00 227.35 .07 .06 .oo 221. 50 7800 .0 898.3 4533.7 2368.0 996 .5 1743.1 2223.5 3043.7 904.7 221. 50 3 .04 .90 2.60 1. 06 .085 .070 .085 .000 209.00 1262.84 . 000444 155 . 166. 93. 0 0 0 .00 938.30 2201.14 *SECNO 35944.000 35944.000 17.64 227.34 .oo .00 227.42 .08 .07 .00 222.00 7800.0 842.1 4514. 9 2443.0 883.1 1603.1 2146.2 3058.0 907.3 222.00 3.06 .95 2.82 1.14 .085 .070 .085 .000 209.70 1259.74 . 000552 155 . 166. 93. 0 0 0 .00 941.74 2201. 48 *SECNO 36110.000 36110. 000 17.02 227.42 .00 .00 227.51 .09 .09 .00 222.50 7800.0 780.5 4534.5 2485.0 774.4 1488.6 2051.3 3071. 3 909.9 222.50 3.08 1. 01 3.05 1. 21 .085 .070 .085 .000 210.40 1257.33 . 000686 155 . 166. 93. 0 0 0 .00 944.30 2201. 63 *SECNO 36276.000 36276. 000 16. 41 227.51 .00 .00 227. 62 .11 .11 .oo 223.00 7800.0 724. 0 4525.7 2550.4 679.5 1372. 0 1970.3 3083.6 912.4 223.00 3.09 1. 07 3.30 1. 29 .085 .070 .085 .000 211.10 1253.47 . 000856 155 . 166. 93. 1 0 0 .00 950.38 2203.86 1 14JUNOO 10:10:02 PAGE 28 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC I CONT CORAR TO PW ID END ST *SECNO 36442.000 36442.000 15.84 227.64 .00 .00 227.76 .13 .13 .01 223.50 7800.0 650.3 4520.4 2629.3 581. 7 1264.3 1894.7 3095.0 915.0 223.50 3.11 1.12 3.58 1. 39 .085 .070 .085 .000 211. 80 1254.46 . 001066 155. 166 . 93. 1 0 0 .00 951.06 2205. 52 *SECNO 36608.000 36608.000 15.39 227.79 .00 .00 227.93 .14 .16 .00 224.00 7800.0 594.7 4394.3 2811 . 0 510 .7 1163. 5 1879.5 3105.6 917.5 224 .00 3.12 1.16 3 .78 1. 50 .085 .070 .085 .000 212 .40 1255.37 .001274 155. 166. 93. 2 0 0 .00 951. 21 2206.58 *SECNO 36774.000 3265 DIVIDED FLOW 36774.000 14.87 227.97 .00 .00 228.14 .17 .20 .01 224.50 7800.0 563.7 4447.8 2788.4 449.3 1068.8 1755.7 3115. 4 920.0 224.50 3.14 1. 25 4.16 1. 59 .085 .070 .085 .000 213.10 1253.89 . 001640 155 . 166. 93. 1 0 0 .00 949.35 2209.51 *SECNO 36940.000 36940.000 14.40 228.20 .00 .00 228.39 .18 .25 .00 224.90 7800.0 551.1 4345.2 2903.8 414.7 989.6 1735.2 3124.6 922 .5 224.90 3.15 1. 33 4.39 1. 67 .085 .070 .085 .000 213.80 1251.85 .001924 155. 166. 93. 2 0 0 .00 960.24 2212.09 *SECNO 37106.000 3265 DIVIDED FLOW 37106.000 13.98 228.48 .00 .00 228.68 .21 .29 .01 225.40 7800.0 516.0 4252.6 3031.4 369.7 906.3 1704.0 3133.2 925.0 225.40 3.16 1. 40 4.69 1. 78 .085 .070 .085 .000 214. 50 1246.66 . 002327 155 . 166 . 93. 2 0 0 .00 965.21 2215.53 *SECNO 37272.000 37272. 000 13.60 228.80 .00 .00 229.03 .23 .34 .01 225.90 7800.0 511.2 4164.5 3124.3 346.5 839.4 1667.4 3141.4 927.5 225 .90 3.17 1. 48 4.96 1. 87 .085 .070 .085 .000 215.20 1239.25 . 002712 155 . 166. 93. 2 0 0 .00 979.68 2218.93 1 14JUNOO 10:10:02 PAGE 29 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELM IN SSTA SLOPE XLOBL XLCH XLOBR I TRIAL IDC I CONT CORAR TOPWID ENDST *SECNO 37438.000 37438.000 13.39 229.19 .00 .00 229.40 .21 .37 .00 226.40 7800.0 527.3 3788.9 3483.9 351. 2 775.0 1824.1 3149.4 930.0 226.40 3.18 1. 50 4.89 1. 91 .085 .070 .085 .000 215.80 1225.92 . 002787 155 . 166. 93. 2 0 0 .00 997.05 2222.97 *SECNO 37604 .000 37604 .000 13.08 229.58 .00 .00 229.79 .21 .38 .00 226.90 7800.0 496.7 3595.5 3707.7 320.6 716. 4 1885.4 3157.4 932 .6 226.90 3.19 1. 55 5.02 1. 97 .085 .070 .085 .000 216.50 1221. 34 . 003067 155 . 166. 93. 0 0 0 .00 1086.03 2307.37 *SECNO 37770.000 37770.000 12.79 229.99 .00 .00 230.19 .20 .40 .00 227.40 7800.0 476.5 3305.2 4018.3 303.9 657.8 2007.7 3165.3 935.3 227 .40 3.20 1. 57 5 .02 2.00 .085 .070 .085 .000 217.20 1212.87 . 003214 155 . 166. 93. 1 0 0 .00 1122. 73 2335.59 *SECNO 37936.000 37936.000 12.52 230.42 .00 .00 230.60 .18 .41 .00 227.90 7800.0 477.8 2999.5 4322.7 300 .9 609.6 2155.1 3173.2 938.0 227.90 3.21 1. 59 4. 92 2.01 .085 .070 .085 .000 217 .90 1202.49 . 003233 155 . 166. 93 . 0 0 0 .00 1168. 75 2371.24 *SECNO 38012.000 38012.000 12.24 230.84 .00 .00 231. 01 .16 .40 .00 228.40 7800.0 476.1 2654 .1 4669.9 295.3 548.2 2315.8 3181. 2 940.9 228.40 3.23 1. 61 4.84 2.02 .085 .070 .085 .000 218.60 1193. 41 . 003305 155 . 166. 93. 2 0 0 .00 1240.18 2433.59 *SECNO 38268.000 38268.000 12.06 231.26 .00 .00 231. 40 .15 .40 .00 228.90 7800.0 4 64. 3 2366 .1 4969.6 286.1 499.6 2452.6 3189.3 943.9 228.90 3.24 1. 62 4.74 2.03 .085 .070 .085 .000 219.20 1184.18 . 003334 155 . 166. 93 . 2 0 0 .00 1229 .21 2413.39 1 14JUNOO 10:10:02 PAGE 30 SEC NO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELM IN SSTA SLOPE XLOBL XLCH XLOBR I TRIAL me I CONT CORAR TO PW ID EN DST *SECNO 38434.000 38434.000 11. 76 231.66 .00 .00 231.79 .13 .39 .00 229.40 7800.0 428.5 2065.0 5306 .5 268.7 453.3 2614 .1 3197.5 946. 8 229.40 3.25 1.59 4.56 2.03 .085 .070 .085 .000 219.90 1176.05 .003300 155. 166. 93. 2 0 0 .00 1254.38 2430.44 *SECNO 38600.000 38600.000 11. 46 232.06 .00 .00 232.17 .12 .38 .00 229.90 7800.0 409.1 1788.3 5602.5 257.2 406.5 2755.6 3205.7 949.8 229.90 3.26 1. 59 4.40 2.03 .085 .070 .085 .000 220.60 1167. 35 .003301 155. 166. 93. 2 0 0 .00 1282.85 2450.19 *SECNO 39222 .000 39222.000 12.05 233.75 .00 .00 233.85 .10 1. 67 .oo 231.10 7800.0 1194. 8 1860.3 4744.9 780.2 444.7 2555.4 3253.1 967.2 230.70 3.33 1. 53 4.18 1. 86 .085 .070 .085 .000 221.70 1416.24 .002558 600. 622. 560. 2 0 0 .00 1376.74 2792.99 *SECNO 39844.000 39844.000 12.30 235.20 .00 .00 235.30 .10 1. 45 .00 232.20 7800.0 2016.9 1951. 9 3831.2 1324.5 460.1 2134.4 3304.2 986.1 231.60 3.40 1. 52 4.24 1. 79 .085 .070 .085 .000 222.90 1649.14 .002424 600. 622. 560 . 2 0 0 .00 1477.57 3126.71 *SECNO 40466.000 40466.000 12.58 236.58 .00 .00 236.68 .10 1. 38 .00 233.40 7800.0 2727. 5 2046.3 3026.2 1841. 7 480.6 1744.4 3357.6 1006.6 232.40 3.47 1. 48 4. 26 1. 73 .085 .070 .085 .000 224.00 1869.13 .002278 600. 622. 560. 2 0 0 .00 1596.87 3466.00 *SECNO 41088.000 41088.000 12. 71 237.91 .00 .00 238.02 .10 1. 34 .00 234.50 7800.0 3411. 4 2071. 9 2316.7 2353.4 483.2 1365.7 3413.4 1029.3 233.30 3.54 1. 45 4.29 1. 70 .085 .070 .085 .000 225.20 2055.75 .002232 600. 622. 560. 2 0 0 .00 1768.10 3823.85 1 14JUNOO 10:10:02 PAGE 31 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC I CONT CORAR TOPWID ENDST *SECNO 41710.000 41710.000 12.9S 239.2S .00 .00 239.36 .11 1. 34 .00 23S.70 7800.0 3866.0 2131. 4 1802.6 2870.2 48S.2 10S9.8 34 71. 9 10S4.8 234.10 3.62 1. 3S 4.39 1. 70 .08S .070 .08S .000 226.30 2187.12 .002274 600. 622. S60. 0 0 0 .00 1993.62 4180.7S CCHV-.400 CEHV-. 600 *SECNO 42440.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .66 349S OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 244.00 ELREA= 244 .00 42440.000 13.33 241. 33 .00 .00 242.36 1. 03 2.4S .SS 237.00 8300.0 . 0 8300.0 . 0 .o 1019.S .0 3Sll. 9 1069.4 237.00 3.64 .00 8.14 .00 .000 .oss .000 .000 228.00 2S04.00 . OOS994 soo . 730. 900. 2 0 0 .00 131. 00 263S.OO CCHV-.400 CEHV= . 600 *SECNO 42S39.000 349S OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 244.00 ELREA= 244 .00 42S39.000 12.64 241.84 .00 .00 242.83 .99 .4S .02 244.SO 8300.0 . 0 8300.0 . 0 .0 1039.0 .0 3S14. 3 1069.7 242.SO 3. 64 .00 7.99 .00 .000 .04S .000 .000 229.20 2S09.SS . 003SS7 99 . 99. 99. 2 0 0 .00 123.61 2633.16 *SECNO 42S40.000 326S DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1. 61 1 14JUNOO 10:10:02 PAGE 32 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELM IN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL IDC I CONT CORAR TO PW ID EN DST 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 244.00 ELREA= 244.00 42540.000 12 .59 241.79 .00 .00 242.90 1.12 .00 .OB 244 .50 8300.0 .0 8300.0 .0 .o 978 .9 .0 3514.3 1069.7 242.50 3. 64 .00 8.48 .00 .000 .020 .000 .000 229.20 2509.65 . 001371 1. 1. 1. 2 0 0 .00 118.03 2633.68 *SECNO 42583 .000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 0 MIN ELTRD-244.40 MAX ELLC= 242.50 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 244.00 ELREA= 244.00 42583.000 12.69 241. 89 .00 .00 242.97 1. 09 .06 .01 244.50 8300.0 . 0 8300.0 .0 . 0 991.4 .o 3515.3 1069.B 242.50 3.64 .00 8.37 .00 .000 .020 .000 .000 229.20 2509.43 . 001325 43. 43. 43 . 0 0 0 .00 118. 45 2633.88 *SECNO 42584.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1. 42 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 244.00 ELREA= 244 .00 42584.000 12.89 242 .09 .00 .00 243.03 .95 .00 .06 244 .50 8300.0 . 0 8300 .0 .0 . 0 1063.6 .o 3515 .3 1069.B 242.50 3.64 .00 7.80 .00 .000 .020 .000 .000 229.20 2508.83 .000661 1. 1. 1. 2 0 0 .00 125.03 2633.85 *SECNO 42680.000 3301 HV CHANGED MORE THAN HVINS 1 14JUNOO 10:10:02 PAGE 33 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELM IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC I CONT CORAR TO PW ID END ST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.44 42680.000 15.40 243.40 .oo .00 243.42 .02 .02 .37 237.00 8300.0 4946.1 2045.7 1308.2 4886.3 1291.1 1749. 8 3525.2 1071. 7 237.00 3 .67 1. 01 1. 58 .75 .050 .045 .050 .000 228.00 1611.47 . 000111 96. 96. 96. 2 0 0 .00 1609.24 3220.71 CCHV• .100 CEHV= .300 *SECNO 43850.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .32 43850.000 13.80 243.60 .00 .00 243.69 .09 .24 .02 239.10 8300.0 5214. 7 2702.8 382.5 3207.0 778.7 400.3 3654.6 1099.4 239.60 3.79 1. 63 3.47 .96 .075 .060 .090 .000 229.80 1511. 31 . 001063 900 . 1170. 730. 2 0 0 .00 1160.48 2671. 78 *SECNO 45020.000 45020.000 13.25 244.85 .00 .00 244.98 .13 1. 28 .01 241.10 8300.0 6565.2 1691. 3 43.5 2863.8 372. 7 51.0 3736.7 1121. 8 242.00 3.89 2.29 4.54 .85 .060 .055 .090 .000 231.60 1318.00 . 001679 900 . 1170. 750. 2 0 0 .00 1012.92 2330.93 *SECNO 45980.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = . 49 45980.000 13.18 246.88 .00 .00 247.71 .82 2.52 .21 242.20 8300.0 3907.4 3604.5 788.2 752.2 377.7 275.9 3780.1 1134. 3 242.70 3.92 5.19 9.54 2.86 .060 .055 .090 .000 233.70 1816.73 .006955 783 . 960. 697. 3 0 0 .00 370.18 2186 .91 *SECNO 46940.000 1 14JUNOO 10:10:02 PAGE 34 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC I CONT CORAR TOPWID EN DST 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1. 80 46940.000 14.53 250.43 .00 .00 250 .70 .27 2.94 .06 243.30 8300.0 2607.3 2636.6 3056.1 728.0 439.8 1343.0 3815.3 1142.3 243.30 3.98 3.58 5 .99 2.28 .060 .055 .090 .000 235.90 1663.67 . 002142 783. 960. 697. 1 0 0 .00 552.77 2216. 43 *SECNO 47900.000 47900.000 13.79 251. 79 .00 .00 251. 90 .11 1.18 .02 244.40 8300 .0 1058.3 1772. 0 5469.7 422.8 417.3 2988.5 3869.8 1153 .1 243.90 4. 07 2.50 4.25 1. 83 .060 .055 .090 .000 238.00 1508.79 . 001117 783. 960. 697. 3 0 0 .00 735.96 2244.75 *SECNO 48510.000 48510.000 12.91 252.51 .00 .00 252.66 .15 .74 .01 243.80 8300.0 1528.9 1744.9 5026.2 610.7 358.9 2171. 6 3909.0 1161. 0 245.60 4.12 2.50 4.86 2.31 .085 . 065 .085 .000 239.60 1553.98 .002095 267 . 610. 517 . 2 0 0 .00 703 .54 2257.53 *SECNO 49120.000 49120.000 12.54 253.64 .00 .00 253.81 .17 1.14 .01 247.20 8300.0 2495.9 1630.4 4173.7 904.0 306.0 1675.6 3941.1 1168. 4 247.40 4.16 2 .76 5.33 2.49 .085 .065 .085 .000 241.10 1607.20 .002792 267. 610. 517. 2 0 0 .00 680.44 2287.64 *SECNO 49730.000 49730.000 11. 69 254 .39 .00 .00 254.42 .03 .60 .01 248.60 4500.0 2707.1 576. 4 1216.5 2348.1 247.3 1081. 3 3971. 2 1176.5 249.10 4.25 1.15 2.33 1.13 .085 . 065 .085 .000 242.70 1144. 97 .000609 267 . 610. 516. 2 0 0 .00 1139. 66 2284 .64 *SECNO 50464 .000 1 l4JUNOO 10:10 :02 PAGE 35 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR I TRIAL IDC I CONT CORAR TO PW ID ENDST 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTS IDE OF ACCEPTABLE RANGE, KRATIO = .49 50464 .000 10.79 254.89 .00 .00 255.01 .12 .57 .03 250.30 4500.0 2605 .5 1023.5 871.1 1281. 8 228.3 434.3 4002.8 1187. 2 250.40 4.31 2.03 4.48 2.01 .085 . 065 .085 .000 244.10 1259.41 .002568 460. 734. 480 . 2 0 0 .00 817.05 2102.51 *SECNO 51198.000 3265 DIVIDED FLOW 51198.000 11. 04 256.54 .00 .00 256.75 .21 1. 71 .03 252.00 4500.0 2510.5 1306.1 683.4 1007.1 227.4 338.5 4022.9 1195 . 6 251. 70 4.35 2.49 5.74 2.02 .085 . 065 .085 .000 245.50 1264.71 .004123 460. 734. 480. 2 0 0 .00 734.97 2059.91 *SECNO 51932.000 3265 DIVIDED FLOW 51932.000 11. 89 258.69 .00 .00 258.91 .22 2.16 .00 253.80 4500.0 2335.9 1446.2 717. 9 1014.3 251. 8 354.5 4041.5 1203.5 253.00 4.40 2.30 5.74 2.03 .085 . 065 .085 .000 246.80 1237.29 . 003775 460 . 734. 480. 2 0 0 .00 718.71 2020.24 *SECNO 52666.000 52666.000 12.51 260. 71 .00 .00 260 .92 .21 2.01 .00 255 .50 4500.0 2116.9 1458 .1 925.0 964.9 256.6 414.6 4060.4 1211. 4 254.30 4.44 2.19 5.68 2.23 .085 . 065 .085 .000 248.20 1153.14 .003518 460 . 734. 480. 2 0 0 .00 731. 30 1884 .44 *SECNO 53400.000 3265 DIVIDED FLOW 1 14JUNOO 10:10:02 PAGE 36 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELM IN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL !DC !CONT CORAR TO PW ID END ST 53400.000 12.91 2 62. 51 .00 .00 262 . 71 .20 1. 79 .00 257.20 4500 .0 1918.4 1451.9 1129.7 821. 3 273.7 463.0 4079.2 1219.1 255.60 4.49 2.34 5 .. 31 2.44 .070 . 065 .075 .000 249.60 1103 .07 . 002983 460 . 734 . 480. 2 0 0 .00 679.08 1840.20 *SECNO 54700.000 54700.000 13. 56 2 65. 26 .00 .00 265.38 .12 2.66 .01 258.80 4900.0 2226.2 1270.1 1403. 7 1346. 5 282.0 683.5 4127.8 1238.3 257.60 4.61 1. 65 4.50 2.05 .085 .065 .085 .000 251. 70 994.05 . 001937 1050 . 1300. 1083. 2 0 0 .00 893.03 1887.09 *SECNO 56000 .000 56000 .000 13.57 267.27 .00 .00 267.37 .10 1. 99 .00 260.40 4900.0 2218.0 1116.1 1566.0 1423 .8 269.5 789.4 4187.8 1259.9 259.60 4.75 1. 56 4.14 1. 98 .085 .065 .085 .000 253.70 1052.72 .001626 1050. 1300. 1083. 3 0 0 .00 874.47 1927.19 *SECNO 57300.000 57300.000 13.27 269.07 .00 .00 269.16 .09 1. 79 .00 262.00 4900.0 2125.6 1070.1 1704.4 1401.4 263.5 850.3 4250.2 1281. 5 261. 60 4.89 1. 52 4.06 2.00 .085 .065 .085 .000 255.80 1073.93 .001576 1050. 1300. 1083. 2 0 0 .00 894.35 1968.27 *SECNO 58600.000 58600 .000 12.76 270.66 .00 .00 270.74 .09 1. 58 .00 263.60 4900.0 2032 .7 883.4 1983.9 1213. 0 243.8 895.0 4310.9 1304.2 263.50 5.03 1. 68 3.62 2.22 .070 .065 .070 .000 257.90 1052.66 . 001293 1050 . 1300. 1083. 2 0 0 .00 959.53 2012 .19 *SECNO 59900.000 3265 DIVIDED FLOW 59900.000 12.29 272 .19 .00 .00 272. 28 .10 1. 54 .oo 265.20 4900.0 1845.9 832.0 2222.1 924.1 220.8 945.5 4366.5 1326.9 265. 50 5.15 2.00 3.77 2.35 .070 .065 .070 .000 259.90 1034.64 . 001492 1050 . 1300. 1083. 2 0 0 .00 896.25 2068.34 1 14JUNOO 10:10:02 PAGE 37 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELM IN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL !DC I CONT CORAR TOPWID ENDST *SECNO 61200 .000 3265 DIVIDED FLOW 61200.000 11. 85 273 .85 .00 .00 273.95 .10 1. 67 .00 266.80 4900.0 1833.0 767 . 0 2300.0 805.8 204.9 1081. 0 4418.9 1347.5 267.50 5.28 2.27 3.74 2.13 .070 .065 .075 .000 262.00 1123. 27 . 001520 1050 . 1300. 1083. 2 0 0 .00 782.90 2173.34 *SECNO 61960.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .48 61960.000 9.59 274.89 .00 .00 274.96 .07 1. 01 .00 269.80 2500.0 791. 3 431.4 1277.3 399.7 131.7 797. 4 4443.2 1357.4 270 .80 5.36 1. 98 3.27 1. 60 .070 . 065 .075 .000 265.30 1393.96 .001752 650. 760. 575. 2 0 0 .00 625.49 2019.45 *SECNO 62720.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = . 64 62720.000 7.99 276.49 .00 .00 276.59 .10 1. 62 .01 272. 80 2500.0 409.1 347.2 1743.7 164.5 83.4 872. 4 4460.3 1365.5 274.00 5.44 2.49 4.16 2.00 .070 . 065 .075 .000 268.50 1258.32 .004282 650. 760. 575. 2 0 0 .00 567.04 1825.37 1 14JUNOO 10:10:02 PAGE 38 THIS RUN EXECUTED 14JUN00 10:10:03 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* NOTE-ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST REEK BG SUMMARY PRINTOUT SECNO Q CWSEL DIFWSP DIFWSX CRIWS ELTRD ELMIN HV HL 8750.000 11500.00 194.96 .00 .00 .00 .00 182.30 .06 .00 10815.000 11500. 00 197.18 .oo 2.22 .00 .00 182 .10 .10 2 .25 12880.000 12300.00 199.38 .00 2.21 .00 .00 181. 90 .13 2 .23 * 13856 .000 12300.00 199.63 .00 .25 .00 .00 185.40 .04 .13 1 * 138S7.000 13904.000 * 1390S.OOO 12300.00 12300.00 12300.00 14280.000 12300.00 14780.000 * 1S280.000 1S780.000 16280.000 17930.000 19S80.000 * 2018S.OOO 20790.000 22640.000 14JUNOO 12300.00 12300.00 12300.00 12300.00 12300.00 12300.00 12300.00 12300.00 llSOO. 00 10:10:02 SECNO Q 24490.000 llS00.00 26340.000 llS00.00 27210.000 llS00.00 * 28080 .000 llS00.00 * 28690 .000 llS00.00 29300.000 llS00.00 29910.000 llS00.00 30S20.000 llS00.00 31130.000 7800.00 * 31744 .000 7800.00 323S8.000 7800.00 199.48 199.S6 199.83 199.93 200.06 200.29 200.83 201.62 203.64 20S.21 206.04 207.42 209.97 .00 .00 .00 .00 .00 .00 .oo .00 .00 .00 .00 .00 .00 CWSEL DIFWSP 212.01 .00 214.09 .00 214 .99 .00 21S. 71 .00 216.lS .00 217.10 .00 218.42 .00 219. 79 .00 220.80 .00 221.6S .00 223.21 .00 -.lS .08 .26 .11 .13 .23 .S3 .79 2.02 1. S8 .83 1. 38 2.SS DIFWSX 2.04 2.08 .90 . 72 . 43 .9S 1. 33 1. 37 1. 01 .84 1. S7 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CRIWS .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 19S.40 19S.40 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELTRD .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 18S.40 186.30 18S.40 18S.OO 186.10 187.10 188.10 189.20 192.20 19S.10 194.00 192.90 19S.OO ELM IN 197.00 199.10 200.00 200.90 202.00 203.00 204.10 20S.10 206.20 207.10 208.10 .2S .24 .03 .03 .OS .09 .11 .08 .OS .04 .13 .14 .08 HV .09 .07 .06 .03 .07 .12 .lS .ls .06 .26 .19 .00 .06 .00 .10 .14 .27 .S4 .76 1. 98 1. S7 .89 1. 38 2.48 HL 2.0S 2.06 .89 .68 .46 .98 1. 3S 1. 37 .91 .98 1. 49 PAGE 39 32972. 000 7800.00 224.45 .00 1. 23 .00 .00 209.00 .16 1.20 33586.000 7800.00 225.57 .00 1.12 .00 .00 210.00 .13 1. 09 34200.000 7800.00 226.56 .00 .99 .00 .00 210.90 .12 .98 * 35280.000 7800.00 227.15 .00 .59 .00 .00 207.00 .05 .51 35446.000 7800.00 227.19 .00 .04 .00 .00 207.70 .05 .04 35612.000 7800.00 227.23 .00 .04 .00 .00 208.40 .06 .05 35778.000 7800.00 227.28 .00 .OS .00 .00 209.00 .07 .06 35944.000 7800.00 227.34 .00 .06 .00 .00 209.70 .08 .07 36110.000 7800.00 227.42 .00 .08 .00 .00 210.40 .09 .09 36276.000 7800.00 227.51 .00 .10 .00 .00 211.10 .11 .11 36442.000 7800.00 227.64 .00 .12 .00 .00 211. 80 .13 .13 36608.000 7800.00 227.79 .00 .15 .00 .00 212.40 .14 .16 36774.000 7800.00 227.97 .00 .18 .00 .00 213.10 .17 .20 36940.000 7800.00 228.20 .00 .23 .00 .00 213.80 .18 .25 37106.000 7800.00 228.48 .00 .27 .00 .00 214. 50 .21 .29 1 14JUNOO 10:10:02 PAGE 40 SECNO Q CWSEL DIFWSP DIFWSX CRIWS ELTRD ELM IN HV HL 37272. 000 7800.00 228.80 .00 .33 .00 .00 215.20 .23 .34 37438.000 7800.00 229.19 .00 .39 .00 .00 215.80 .21 .37 37604.000 7800.00 229.58 .00 .38 .00 .00 216.50 .21 .38 37770.000 7800.00 229.99 .00 .42 .00 .00 217.20 .20 .40 37936.000 7800.00 230.42 .00 .43 .00 .00 217.90 .18 . 41 38012.000 7800.00 230.84 .00 .42 .00 .00 218.60 .16 .40 38268.000 7800.00 231. 26 .00 .42 .00 .00 219.20 .15 . 40 38434.000 7800.00 231. 66 .00 .41 .00 .00 219.90 .13 .39 38600.000 7800.00 232.06 .00 .39 .00 .00 220.60 .12 .38 1 39222.000 7800.00 39844.000 7800.00 40466.000 7800.00 41088.000 41710.000 * 42440.000 42S39.000 * 42S40.000 42S83.000 * 42S84.000 * 42680.000 * 438SO.OOO 4S020.000 * 4S980.000 * 46940.000 7800.00 7800.00 8300.00 8300.00 8300.00 8300.00 8300.00 8300.00 8300.00 8300.00 8300.00 8300.00 47900.000 8300.00 48Sl0.000 8300.00 14JUNOO SECNO 49120.000 49730.000 * S0464.000 Sll98 . 000 Sl932 .000 S2666.000 S3400.000 10:10:02 Q 8300.00 4SOO.OO 4SOO.OO 4SOO.OO 4SOO .OO 4SOO.OO 4S00.00 233.7S 23S.20 236.S8 237.91 239.2S 241.33 241. 84 241. 79 241. 89 242.09 243.40 243.60 244.8S 246.88 2S0.43 2Sl.79 2S2.Sl CWSEL 2S3.64 254.39 254.89 2S6.54 258.69 260. 71 262.51 .00 .00 .00 .00 .oo .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 DIFWSP .00 .00 .00 .00 .00 .00 .00 1. 69 1. 45 1. 38 1. 34 1. 34 2.08 .so -.OS .10 .20 1. 32 .20 1. 25 2 .04 3.55 1. 36 . 72 DIFWSX 1.13 .7S .so 1. 6S 2.lS 2.02 1. 80 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CRIWS .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 244.40 .00 .00 .00 .00 .00 .00 .00 .00 ELTRD .00 .00 .00 .00 .00 .00 .00 221.70 222.90 224.00 22S.20 226.30 228.00 229.20 229.20 229.20 229.20 228.00 229.80 231. 60 233.70 235.90 238.00 239.60 ELMIN 241.10 242.70 244.10 245.SO 246.80 248.20 249.60 .10 .10 .10 .10 .11 1.03 .99 1.12 1. 09 .9S .02 .09 .13 .82 .27 .11 .lS HV .17 .03 .12 .21 .22 .21 .20 1. 67 1. 45 1. 38 1. 34 1. 34 2.4S .45 .00 .06 .00 .02 .24 1. 28 2 .S2 2 .94 1.18 .74 HL 1.14 . 60 .57 1. 71 2.16 2 .01 1. 79 PAGE 41 54700.000 4900.00 265.26 .oo 2.75 .00 .00 251. 70 .12 2.66 56000.000 4900.00 267.27 .00 2.01 .00 .00 253.70 .10 1. 99 57300.000 4900.00 269.07 .00 1. 79 .00 .00 255.80 .09 1. 79 58600.000 4900.00 270.66 .00 1. 59 .00 .00 257.90 .09 1. 58 59900.000 4900.00 272 .19 .00 1. 53 .00 .00 259.90 .10 1. 54 61200.000 4900.00 273.85 .00 1. 67 .00 .00 262.00 .10 1. 67 * 61960.000 2500.00 274.89 .00 1. 04 .00 .00 265.30 .07 1. 01 * 62720.000 2500.00 276. 49 .oo 1. 60 .00 .00 268.50 .10 1. 62 1 14JUNOO 10:10:02 PAGE 42 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 13856.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13857.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13905.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 15280.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 20185.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 28080.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 28690.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 31744.000 PROFILE= 1 CONVEYANCE CHANGE OUTS IDE ACCEPTABLE RANGE WARNING SECNO= 35280 .000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42440.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42540 .000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42584.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 42680 .000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 43850.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 45980.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 46940.000 WARNING SECNO= 50464.000 WARNING SECNO= 61960.000 WARNING SECNO= 62720.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE Appendix 13 Comparison of Water Surface Elevations Reach Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Main Branch Cross- Section 8750 10815 12880 13856 13857 13904 13905 14280 14780 15280 15780 16280 17930 19580 20185 20790 22640 24490 26340 27210 28080 28690 29300 29910 30520 31130 31744 32358 32972 33586 34200 35280 35446 35612 35778 35944 36110 36276 36442 36608 36774 36940 37106 37272 37438 37604 37770 37936 38012 38268 1988 FIS 194.97 197.22 199.42 199.63 199.56 199.63 199.88 199.98 200.11 200.33 200.82 201 .61 203.64 205.21 206.04 207.42 209.97 212.02 214.09 215.00 215.72 216.15 217.09 218.42 219.78 220.81 221 .66 223.22 224.45 225.52 226.51 227.11 227.15 227.19 227.24 227.30 227.38 227.48 227.60 227.75 227.95 228.19 228.46 228.79 229.16 229.56 229.99 230.42 230.84 231 .26 HEC-2 Duplicate Model 194.96 197.18 199.38 199.63 199.48 199.56 199.83 199.93 200.06 200.29 200.83 201.62 203.64 205.21 206.04 207.42 209.97 212.01 214.09 214.99 215.71 216.15 217.10 218.42 219.79 220.80 221.65 223.21 224.45 225.57 226.56 227.15 227.19 227.23 227.28 227.34 227.42 227.51 227.64 227.79 227.97 228.20 228.48 228.80 229.19 229.58 229.99 230.42 230.84 231.26 Difference Greater than Effective -0.01 -0.04 -0.04 0.00 -0.08 -0.07 -0.05 -0.05 -0.05 -0.04 0.01 0.01 0.00 0.00 0.00 0.00 0.00 -0.01 0.00 -0.01 -0.01 0.00 0.01 0.00 0.01 -0.01 -0.01 -0.01 0.00 0.05 0.05 0.04 0.04 0.04 0.04 0.04 0.04 0.03 0.04 0.04 0.02 0.01 0.02 0.01 0.03 0.02 0.00 0.00 0.00 0.00 Page 1 of 4 HEC-RAS Corrected Duplicate Model 195.20 197.39 199.56 199.82 199.70 199.71 199.92 200.03 200.17 200.47 201 .06 201 .83 203.75 205.29 206.11 207.48 210.02 212.07 214.18 215.09 215.83 216.28 217.22 218.50 219.88 220.96 221 .86 223.40 224.60 225.71 226.70 227.29 227.32 227.36 227.41 227.48 227.56 227.65 227.78 227.93 228.12 228.36 228.63 228.96 229.36 229.74 230.17 230.60 231 .03 231.45 Difference Greater than Effective 0.23 0.17 0.14 0.19 0.14 0.08 0.04 0.05 0.06 0.14 0.24 0.22 0.11 0.08 0.07 0.06 0.05 0.05 0.09 0.09 0.11 0.13 0.13 0.08 0.10 0.15 0.20 0.18 0.15 0.19 0.19 0.18 0.17 0.17 0.17 0.18 0.18 0.17 0.18 0.18 0.17 0.17 0.17 0.17 0.20 0.18 0.18 0.18 0.19 0.19 Proposed 2000 FIR-s 205.00 205.03 205.10 205.12 205.11 205.11 205.12 205.14 205.15 205.18 205.22 205.27 205.58 206.12 206.56 207.64 210.14 212.29 214.40 215.32 216.07 216.53 217.45 218.74 219.92 220.83 222.11 223.86 225.13 226.28 227.30 227.93 227.96 228.01 228.06 228.13 228.21 228.31 228.43 228.58 228.75 228.97 229.22 229.52 229.89 230.24 230.63 231 .02 231.41 231 .80 Difference Greater than Effective 10.03 7.81 5.68 5.49 5.55 5.48 5.24 5.16 5.04 4.85 4.40 3.66 1.94 0.91 0.52 0.22 0.17 0.27 0.31 0.32 0.35 0.38 0.36 0.32 0.14 0.02 0.45 0.64 0.68 0.76 0.79 0.82 0.81 0.82 0.82 0.83 0.83 0.83 0.83 0.83 0.80 0.78 0.76 0.73 0.73 0.68 0.64 0.60 0.57 0.54 Main Branch 38434 231.66 231.66 0.00 231.84 0.18 232.18 0.52 Main Branch 38600 232.06 232.06 0.00 232.22 0.16 232.55 0.49 Main Branch 39222 233.75 233.75 0.00 233.87 0.12 234.20 0.45 Main Branch 39844 235.20 235.20 0.00 235.31 0.11 235.65 0.45 Main Branch 40466 236.58 236.58 0.00 236.70 0.12 237.03 0.45 Main Branch 41088 237.91 237.91 0.00 238.04 0.13 238.37 0.46 Main Branch 41710 239.26 239.25 -0.01 239.38 0.12 239.70 0.44 Main Branch 42440 241.34 241.33 -0.01 241.39 0.05 241.68 0.34 Main Branch 42539 241.81 241.84 0.03 241.88 0.07 242.22 0.41 Main Branch 42540 241.75 241.79 0.04 241.90 0.15 242.24 0.49 Main Branch 42584 242.15 242.09 -0.06 242.16 0.01 242.54 0.39 Main Branch 42680 243.46 243.40 -0.06 243.45 -0.01 243.99 0.53 Main Branch 43850 243.63 243.60 -0.03 243.66 0.03 244.18 0.55 Main Branch 45020 244.87 244.85 -0.02 244.95 0.08 245.01 0.14 Main Branch 45980 246.89 246.88 -0.01 247.03 0.14 245.84 -1.05 Main Branch 46940 250.43 250.43 0.00 250.74 0.31 249.26 -1.17 Main Branch 47900 251.79 251.79 0.00 252.16 0.37 250.63 -1.16 Main Branch 48510 252.53 252.51 -0.02 252.88 0.35 251.37 -1.16 Main Branch 49120 253.69 253.64 -0.05 253.98 0.29 252.57 -1.12 Main Branch 49730 254.43 254.39 -0.04 254.77 0.34 253.72 -0.71 Main Branch 50464 254.92 254.89 -0.03 255.33 0.41 255.21 0.29 Main Branch 51198 256.54 256.54 0.00 257.01 0.47 257.37 0.83 Main Branch 51932 258.69 258.69 0.00 259.12 0.43 259.38 0.69 Main Branch 52666 260.71 260.71 0.00 261.15 0.44 261.30 0.59 Main Branch 53400 262.51 262.51 0.00 262.92 0.41 263.09 0.58 Main Branch 54700 265.26 265.26 0.00 265.64 0.38 265.73 0.47 Main Branch 56000 267.27 267.27 0.00 267.68 0.41 267.68 0.41 Main Branch 57300 269.07 269.07 0.00 269.49 0.42 269.50 0.43 Main Branch 58600 270.66 270.66 0.00 271.12 0.46 271.12 0.46 North Fork 59900 272.19 272.19 0.00 272.77 0.58 272.36 0.17 North Fork 61200 273.87 273.85 -0.02 274.62 0.75 273.05 -0.82 North Fork 61960 274.90 274.89 -0.01 275.60 0.70 274.11 -0.79 North Fork 62720 276.49 276.49 0.00 276.72 0.23 276.68 0.19 North Fork 62721 n/a 276.60 North Fork 63220 n/a 278.62 North Fork 63470 n/a 280.32 North Fork 63770 n/a 282.26 North Fork 63870 n/a 282.44 North Fork 63920 n/a 282.29 North Fork 64395 n/a 284.57 North Fork 64500 n/a 284.89 North Fork 64800 n/a 285.25 North Fork 65050 n/a 285.92 North Fork 65250 n/a 286.80 North Fork 65500 n/a 287.41 North Fork 65700 n/a 287.97 North Fork 65950 n/a 288.31 North Fork 65969 n/a 288.60 North Fork 65970 n/a 288.59 North Fork 65980 n/a 288.59 North Fork 66000 n/a 288.43 North Fork 66075 n/a 288.92 North Fork 66090 n/a 289.15 North Fork 66105 n/a 289.10 North Fork 66150 n/a 289.06 North Fork 66215 n/a 289.19 North Fork 66216 n/a 289.23 Page 2 of 4 North Fork 66300 n/a 289.40 North Fork 66550 n/a 290.01 North Fork 66850 n/a 290.81 North Fork 66940 n/a 290.99 North Fork 66980 n/a 291 .21 North Fork 67050 n/a 292.02 North Fork 67075 n/a 292.03 North Fork 67300 n/a 292.24 North Fork 67680 n/a 292.99 North Fork 68025 n/a 293.60 North Fork 68410 n/a 294.20 North Fork 68770 n/a 294.66 South Fork 1060 n/a 272.43 South Fork 2050 n/a 272.99 South Fork 2210 n/a 272.82 South Fork 2540 n/a 273.89 South Fork 2560 n/a 274.30 South Fork 2880 n/a 274.67 South Fork 3200 n/a 275.26 South Fork 3410 n/a 275.96 South Fork 3467 n/a 276.02 South Fork 3520 n/a 275.96 South Fork 3538 n/a 275.64 South Fork 3596 n/a 277.25 South Fork 3610 n/a 277.35 South Fork 3665 n/a 277.32 South Fork 3860 n/a 277.52 South Fork 4310 n/a 279.25 South Fork 4580 n/a 280.02 South Fork 4810 n/a 280.40 South Fork 4930 n/a 280.58 South Fork 5050 n/a 280.93 South Fork 5200 n/a 281 .51 South Fork 5320 n/a 281 .80 South Fork 5616 n/a 282.19 South Fork 5827 n/a 282.42 South Fork 5943 n/a 282.81 South Fork 6050 n/a 283.12 South Fork 6175 n/a 283.63 South Fork 6266 n/a 283.70 South Fork 6423 n/a 283.78 South Fork 6612 n/a 284.06 South Fork 6632 n/a 284.11 South Fork 6675 n/a 283.37 South Fork 6698 n/a 283.79 South Fork 6784 n/a 287.13 South Fork 6825 n/a 287.26 South Fork 7137 n/a 287.31 South Fork 7435 n/a 287.41 South Fork 7612 n/a 287.51 South Fork 7815 n/a 287.67 South Fork 7993 n/a 287.78 South Fork 8354 n/a 287.93 South Fork 8750 n/a 288.21 South Fork 9088 n/a 288.67 South Fork 9343 n/a 288.92 South Fork 9458 n/a 289.03 Page 3 of 4 South Fork 9568 n/a 289.18 South Fork 9688 n/a 289.95 South Fork 10018 n/a 291 .12 South Fork 10058 n/a 290.87 South Fork 10138 n/a 292.20 South Fork 10208 n/a 291 .70 South Fork 10338 n/a 293.25 South Fork 10518 n/a 293.85 South Fork 10628 n/a 294.21 South Fork 10758 n/a 294.41 South Fork 10978 n/a 295.96 South Fork 11228 n/a 297.53 Page 4 of 4 HEC-RAS September 1998 Version 2.2 U.S. Army Corp of Engineers Hydrologic Engineering Center 609 Second Street, Suite D Davis, California 95616-4687 (916) 756-1104 x x xxxxxx xxxx xx xx xx x x x x x x x x x x x x x x x x x xxxxxxx xx xx x xxx xxxx xxxxxx x x x x x x x x x x x x x xxxxxx xx xx x PROJECT DATA Project Title: convert FEMA LICK Creek Study Project File LCconvert.prj Run Date and Time: 6/15/00 10:07:38 AM Project in English units Project Description: BRAZOS COUNTY LIMITED DETAILED STUDY SEPT 89 100 YEAR FREQUENCY FLOOD LICK CREEK BG Imported into HEC-RAS by City of College Station June 2000 PLAN DATA Plan Title: Imported Plan 01 x x x x x x x x x xx xx x x xx xx x x xxxxx Plan File O:\GROUP\DEVE_SER\Jeff\Lick2000\toCD\Hydraulics\HEC-RAS Corrected Model\LCconvert.pOl Geometry Title: Imported Geom 01 Geometry File : 0:\GROUP\DEVE_SER\Jeff\Lick2000\toCD\Hydraulics\HEC-RAS Corrected Model\LCconvert.gOl Flow Title Flow File Model\LCconvert.fOl Imported Flow 01 O:\GROUP\DEVE_SER\Jeff\Lick2000\toCD\Hydraulics\HEC-RAS Corrected Plan Sununary Information: Number of: Cross Sections = Culverts 83 1 1 Mulitple Openings Inline Weirs Bridges Computational Information Water surface calculation tolerance = Critical depth calculaton tolerance = Maximum number of interations Maximum difference tolerance Flow tolerance factor Computation Options 0.01 0.01 20 0.3 0.001 Critical depth computed only where necessary 0 0 Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: Subcritical Flow FLOW DATA Flow Title: Imported Flow 01 Flow File O:\GROUP\DEVE_SER\Jeff\Lick2000\toCD\Hydraulics\HEC-RAS Corrected Model\LCconvert.fOl Flow Data (cfs) River RIVER-1 RIVER-1 RIVER-1 RIVER-1 RIVER-1 RIVER-1 RIVER-1 RIVER-1 Reach Reach-1 Reach-1 Reach-1 Reach-1 Reach-1 Reach-1 Reach-1 Reach-1 Boundary Conditions River Downstream RIVER-1 .0014 GEOMETRY DATA Reach Reach-1 Geometry Title: Imported Geom 01 RS 62720 61200 53400 49120 41710 30520 20790 10815 Profile PF 1 PF 1 2500 4900 4500 8300 7800 11500 12300 11500 Upstream Geometry File : O:\GROUP\DEVE SER\Jeff\Lick2000\toCD\Hydraulics\HEC-RAS Corrected Model\LCconvert.gOl - CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 62720 INPUT Description: Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta 1000 284 1100 281. 8 1200 279.7 1300 1347 268.5 1354 274 1400 274.4 1500 1700 274.4 1800 275.3 1900 280 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .07 1339 .065 1354 .075 Bank Sta: Left Right Lengths: Left Channel Right 1339 1354 650 760 575 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 276.80 Element Vel Head (ft) 0 .08 Wt. n-Val. w.s. Elev (ft) 276. 72 Reach Len. (ft) Crit W.S. (ft) Flow Area (sq ft) E.G. Slope (ft/ft) 0.003269 Area (sq f t ) Q Total (cfs) 2500.00 Flow (cfs) Top Width (ft) 576.19 Top Width (ft) Vel Total (ft/s) 2.00 Avg. Vel. (ft/s) Max Chl Dpth (ft) 8.22 Hydr. Depth (ft) Conv. Total (cfs) 43722.4 Conv. (cfs) Length Wtd. (ft) 618.77 Wetted Per . (ft) Min Ch El (ft) 268 .50 Shear (lb/sq ft) Elev Sta 274.2 1339 274.3 1600 Coef f Contr. .1 Left OB 0.070 650.00 183.64 183.64 372. 57 84.89 2 .03 2.16 6515.8 84.98 0.44 Alpha 1.22 Stream Power (lb/ft s) 0.89 Frctn Loss (ft) 1.15 Cum Volume (acre-ft) 1988.02 Elev 272. 8 274.9 Expan. .3 Channel 0.065 760.00 86.91 86.91 324.71 15.00 3.74 5.79 5678.8 17.98 0 .99 3 .69 671. 64 Normal s Right OB 0.075 575.00 982.25 982.25 1802.73 476.30 1. 84 2.06 31527.8 476. 34 0.42 0.77 2083.38 C & E Loss (ft) 0.01 Cum SA (acres) 675.63 64.30 677.07 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. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 INPUT Description: Station Elevation Data Sta Elev Sta 725 282 781 1007 278.8 1069 1257 276.9 1320 1508 272 1531 1577 266.1 1585 1645 271. l 1667 1763 273.1 1839 2046 275.1 2053 Manning's n Values Sta n Val Sta 725 .07 1567 Bank Sta: Left 1567 Right 1585 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft) RS: 61960 num= 38 Elev Sta Elev Sta Elev Sta 281. 3 850 280.4 938 279.6 973 277.4 1132 277.2 1195 276.8 1221 276 1382 275.1 1445 274 1470 270.5 1567 269.8 1571 266.7 1576 270.8 1625 270.7 1631 270.1 1632 271.3 1681 271. 4 1712 272. 7 1736 273.8 1860 273 .9 1943 274.2 1957 275.3 2150 278.7 num= 3 n Val Sta n Val .065 1585 .075 Lengths: Left Channel Right 575 Coeff Contr. .1 650 760 Profile #PF 1 275.64 0.04 275.60 0.001201 2500.00 713.53 1. 39 10.30 72142.1 631. 52 265.30 1. 41 0.93 0.00 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 0.070 650.00 537.10 537.10 718. 06 219.11 1. 34 2.45 20721. 0 219.21 0.18 0.25 1982.64 673.36 Elev 279.1 276.9 273.1 265.3 270.2 272. 9 274.4 Expan . . 3 Channel 0 .065 760.00 144.41 144.41 416.20 18.00 2.88 8.02 12010.2 20.81 0.52 1. so 669.62 64.01 Right OB 0 .075 575.00 1123.17 1123.17 1365.74 476.42 1. 22 2.36 39411. 0 476.53 0.18 0.21 2069.48 670. 78 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. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 61200 INPUT Description: Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 450 280 540 279 630 278 790 277 900 276 1000 273.9 1100 273.9 1200 273.7 1300 274 1400 274 .5 1500 274 1600 273.2 1700 270.3 1738 267 . 6 1794 266.8 1799 262.8 1804 262 1806 262.6 1815 267. 5 1857 267 1863 265.9 1878 267.9 1900 268.2 1915 268.4 1947 271.1 2000 271.8 2100 272. 9 2200 274.2 2300 275 2400 277.4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 450 .07 1794 .065 1815 .075 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan . 1794 1815 1050 1300 1083.3 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft ) 274.70 Element Left OB Channel Right OB Vel Head (ft) 0.08 Wt. n-Val. 0 .070 0 .065 0.075 w.s. Elev (ft) 274.62 Reach Len. (ft) 1050.00 1300. 00 1083.30 Crit W.S. (ft ) Flow Area (sq ft) 1340.98 221. 06 1384.51 E.G. Slope (f t/ft) 0 .001651 Area (sq ft) 1340.98 221. 06 1384.51 Q Total (cfs) 4900.00 Flow (cfs) 1594.08 907 .16 2398.76 Top Width (ft) 1287 .55 Top Width (ft) 828.50 21. 00 438 .05 Vel Total (ft/s) 1. 66 Avg. Vel. (ft/s) 1.19 4 .10 1. 73 Max Chl Dpth (ft) 12 .62 Hydr. Depth (ft) 1. 62 10.53 3.16 Conv. Total (cfs) 120607.3 Conv. (cfs) 39236.3 22328.7 59042.4 Length Wtd. (ft) 1113.56 Wetted Per. (ft) 828.65 23.80 438 .43 Min Ch El (ft) 262.00 Shear (lb/sq ft) 0.17 0.96 0.33 Alpha 1. 82 Stream Power (lb/ft s) 0 .20 3 .93 o. 5 6 Frctn Loss (ft) 1. 84 Cum Volume (acre-ft) 1968.63 666.43 2052.93 C & E Loss (ft) 0 .00 Cum SA (acres) 665.54 63.67 664 .74 Warning: The energy loss was greater than 1 .0 ft (0.3 m). between the current and previous cross section. This may indi cate the need for additional cross sections. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 59900 INPUT Description: Station Elevation Data num= 44 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 542 277.3 624 276.3 724 275.4 731 275.3 852 274.6 920 274 .1 953 273.8 1044 272 1109 271. 9 1136 271. 9 1227 271. 7 1296 272. 4 1319 272. 6 1410 272.2 1487 271. 7 1501 271. 6 1593 270.9 1676 268.6 1684 268. 4 1719 266 1770 265.2 1774 261. 6 1775 260.7 1780 259.9 1782 260.6 1783 261.1 1792 265.5 1833 265.8 1834 265.8 1840 264 .9 1856 266.6 1878 266 .8 1893 267 1919 268. 2 1925 269. 5 1979 270.6 2004 271 2080 272.4 2099 272 . 7 2181 274.1 2194 274.2 2282 275.2 2289 275.4 2383 277.7 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 542 .07 1770 .065 1792 .07 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1770 1792 1050 1300 1083.3 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 272. 86 Element Left OB Channel Right OB Vel Head (ft) 0 .09 Wt. n-Val. 0.070 0.065 0.070 w.s. Elev (ft) 272. 77 Reach Len. (ft) 1050.00 1300. 00 1083.30 Crit W.S. (ft) Flow Area (sq ft) 1334.58 233.67 1117. 39 E.G. Slope (ft/ft) 0.001659 Area (sq ft) 1334.58 233.67 1117 . 39 Q Total (cfs) 4900.00 Flow (cfs) 1672. 01 964.22 2263 .77 Top Width (ft) 1098.15 Top Width (ft) 764.99 22.00 311.17 Vel Total (ft/s) 1.82 Avg. Vel. (ft/s) 1. 25 4.13 2.03 Max Chl Dpth (ft) 12 .87 Hydr. Depth (ft) 1. 74 10.62 3.59 Conv. Total (cfs) 120302.5 Conv. (cfs) 41050.4 23673.0 55579.1 Length Wtd. (ft) 1113.56 Wetted Per. (ft) 765 .13 25.05 311. 52 Min Ch El (ft) 259 .90 Shear (lb/sq ft) 0.18 0.97 0.37 Alpha 1. 74 Stream Power (lb/ft s) 0.23 3.99 0.75 Frctn Loss (ft) 1. 66 Cum Volume (acre-ft) 1936.39 659 . 64 2021 .82 C & E Loss (ft) 0.00 Cum SA (acres) 64 6. 34 63.03 655.43 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 . CROSS SECTION REACH: Reach-1 INPUT Description: Station Elevation Sta Elev 633 274.6 976 271. 8 1254 269.7 RIVER: RIVER-1 RS: 58600 Data num= 44 Sta Elev Sta 708 273 799 1006 271.5 1089 1318 270.3 1337 Elev Sta Elev Sta Elev 272. 7 805 272. 7 915 272.2 270 1147 270 1171 269.9 270.4 1420 269.8 1489 269.3 1503 269.2 1585 268.5 1660 266.7 1668 266.4 1700 264. 4 1746 263.6 1750 259.3 1751 258.6 1756 257.9 1759 258.6 1760 259.1 1769 263.5 1810 264.5 1812 264. 5 1818 263.8 1833 265.2 1856 265.5 1871 265.7 1888 266.6 1904 267 .8 1958 269.3 1983 270 2063 271. 8 2079 272.3 2162 273.9 2175 274.l 2264 275.4 2271 275.6 2367 278 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 633 .07 1746 .065 1769 .07 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1746 1769 1050 1300 1083.3 . 1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 271. 20 Element Left OB Channel Right OB Vel Head (ft) 0 .08 Wt. n-Val. 0.070 0 .065 0.070 w.s. Elev (ft) 271.12 Reach Len. (ft) 1050.00 1300.00 1083.30 Crit W.S. (ft) Flow Area (sq ft) 1539.41 254.44 1012 .17 E.G. Slope (ft/ft) 0.001352 Area (sq ft) 1539.41 254.44 1012.17 Q Total (cfs) 4900.00 Flow (cfs) 1995.53 969.42 1935.04 Top Width (ft) 1005.66 Top Width (ft) 718.92 23.00 263.74 Vel Total (ft/s) 1. 75 Avg. Vel. (ft/s) 1. 30 3.81 1. 91 Max Chl Dpth (ft) 13.22 Hydr. Depth (ft) 2.14 11. 06 3 .84 Conv. Total (cfs) 133286.8 Conv. (cfs) 54281. 2 26369.7 52635.9 Length Wtd. (ft) 1115. 80 Wetted Per. (ft) 719.04 26.36 263.97 Min Ch El (ft) 257 .90 Shear (lb/sq ft) 0 .18 0.81 0.32 Alpha 1. 64 Stream Power (lb/ft s) 0.23 3.10 0.62 Frctn Loss (ft) 1. 61 Cum Volume (acre-ft) 1901. 75 652.36 1995.34 C & E Loss (ft) 0.00 Cum SA (acres) 628 .45 62.36 648.28 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. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 57300 INPUT Description: Station Elevation Data num= 44 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 725 271. 9 792 271 873 270.1 878 270.1 977 269.8 1032 269.5 1059 269.3 1135 268.1 1185 268 1207 268 1281 267.8 1339 268.1 1356 268.1 1430 267.5 1492 266.8 1504 266.8 1578 266.2 1645 264 . 7 1652 264 . 5 1680 262.9 1722 262 1726 257 1727 256. 4 1733 255.8 1735 256.6 1736 257.1 1746 261. 6 1787 263 .3 1789 263.3 1795 262. 8 1811 263.9 1833 264.1 1849 264.3 1866 265 1882 266 .2 1937 268.1 1963 268.9 2040 271. 3 2059 271. 9 2143 273 .8 2156 274 2247 275 .6 2253 275 .8 2350 278.3 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 725 .085 1722 .065 1746 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan . 1722 1746 1050 1300 1083 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 269.58 Element Left OB Channel Right OB Vel Head (ft) 0.09 Wt. n-Val . 0 .085 0.065 0.085 w.s . Elev (ft) 269.49 Reach Len. (ft) 1050.00 1300 .00 1083.00 Crit W.S. (ft) Flow Area (Sq ft) 1687.70 273.83 949.04 E.G. Slope (ft/ft) 0.001555 Area (sq ft) 1687.70 273 .83 949.04 Q Total (cfs) 4900 .00 Flow (cfs) 2113. 43 1133.38 1653.18 Top Width (ft) 949.41 Top Width (ft) 689.32 24.00 236.09 Vel Total (ft/s) 1. 68 -Avg. Vel . (ft/s) 1. 25 4 .14 1. 74 Max Chl Dpth (ft) 13. 69 Hydr. Depth (ft) 2.45 11. 41 4.02 Conv. Total (cfs) 124247.0 Conv. (cfs) 53589 .4 28738.6 41919.0 Length Wtd. (ft) 1120.47 Wetted Per. (ft) 689.42 27.84 236 .30 Min Ch El (ft) 255.80 Shear (lb/sq ft) 0.24 0.96 0 .39 Alpha 2.00 Stream Power (lb/ft s) 0.30 3.95 0. 68 Frctn Loss (ft) 1. 81 Cum Volume (acre-ft) 1862.85 644.48 1970.96 C & E Loss (ft) 0.00 Cum SA (acres) 611. 48 61.66 642 .06 Warning: The energy loss was greater than 1 .0 ft (0.3 m). between the current and previous cross section. This may indi cate the need for additional cross sections. CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 56000 INPUT Description: Station Elevati on Data Sta Elev Sta 817 269.1 876 1088 267.2 1112 1308 265 .8 1359 1505 264 .4 1571 1698 260 .4 1702 1712 255 1722 1788 262 . 5 1811 1916 266.8 1942 2138 274 2229 Manning's n Values Sta n Val Sta 817 .085 1698 Bank Sta: Left 1698 Right 1722 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (c fs ) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) num= 44 Elev Sta Elev Sta Elev Sta 268.4 948 267.5 952 267 .5 1040 267 .1 1177 266.2 1223 266 1243 266 1374 265.9 1440 265.1 1495 263.9 1630 262.8 1636 262.6 1661 254.8 1703 254.3 1709 253.7 1711 259.6 1764 262 .1 1766 262 .1 1772 262 .7 1827 262.9 1844 263.5 1860 267.9 2020 270.8 2040 271. 5 2124 275.8 2235 276 2333 276.7 num= 3 n Val Sta n Val .065 1722 .085 Lengths: Left Channel Right 1083 Coeff Contr . .1 1050 1300 Profile #PF 1 267 .78 0.10 267 .68 0.001672 4900.00 1003.13 1. 71 13.98 119820.7 1124. 96 253.70 2 .15 2.02 0 .00 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 0.085 1050.00 1717.28 1717.28 2105.81 764. 35 1. 23 2.25 51493 .7 764.42 0.23 0.29 1821. 81 593.96 Elev 267.3 266 264.4 261. 3 254.6 261. 7 264 .5 273.7 Expan. . 3 Channel 0.065 1300.00 279.25 279.25 1200.82 24.00 4.30 11. 64 29363.9 28 .31 1.03 4.43 636.22 60.94 Warning: The energy loss was greater than 1. 0 ft (0.3 m). between the current and section. This may indicate the need for additional cross sections. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 54700 INPUT Description: Station Elevation Data num= 44 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 908 266.4 960 265.7 1022 264. 9 1026 264.8 1102 264.9 1144 265 1165 264. 8 1222 264 .2 1262 264.1 1279 264 1336 263.8 1380 263 .8 1393 263.7 1450 262.8 1497 262 1507 262 1563 261.5 1615 260 .8 1620 260.7 1642 259.7 1674 258.8 1678 252.5 1679 252.2 1685 251. 7 1687 25 2.6 1689 253 1699 257.6 1742 260.8 1744 260 .8 1750 260.7 1766 261. 2 1789 261. 4 1805 261.5 1822 261. 9 1839 262.9 1894 265.6 1921 266.8 2000 270.3 2020 271.1 2106 273.5 2119 273.9 2211 276 2218 276 .2 2317 279 Manning's n Values num= 3 Sta n Va l Sta n Val Sta n Val 908 .085 1674 .065 1699 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1674 1699 1050 1300 1083 .1 . 3 Right OB 0.085 1083.00 874.63 874.63 1593.37 214. 78 1. 82 4.07 38963 .0 215.00 0.42 0 .77 1948.28 636 .46 previous cross CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 265. 76 Element Left OB Channel Right OB Vel Head (ft) 0.12 Wt. n-Val. 0.085 0.065 0.085 w.s. Elev (ft) 265.64 Reach Len. (ft) 1050.00 1300. 00 1083.00 Crit W.S. (ft) Flow Area (sq ft) 1609.51 291. 43 756.20 E.G. Slope (ft/ft) 0.001929 Area (sq ft) 1609.51 291. 43 756.20 Q Total (cfs) 4900.00 Flow (cfs) 2133.55 1338.92 1427.53 Top Width (ft) 930.17 Top Width (ft) 709.28 25 .00 195.88 Vel Total (ft/s) 1. 84 Avg. Vel. (ft/s) 1. 33 4.59 1. 89 Max Chl Dpth (ft) 13. 94 Hydr. Depth (ft) 2.27 11. 66 3.86 Conv. Total (cfs) 111579.1 Conv. (cfs) 48583 .5 30488.9 32506.7 Length Wtd . (ft) 1135. 4 6 Wetted Per. (ft) 709.35 29.77 196.11 Min Ch El (ft) 251. 70 Shear (lb/sq ft) 0.27 1.18 0.46 Alpha 2.23 Stream Power (lb/ft s) 0.36 5.42 0.88 Frctn Loss (ft) 2.64 Cum Volume (acre-ft) 1781. 72 627. 71 1928.01 C & E Loss (ft) 0.01 Cum SA (acres) 576.20 60.21 631. 35 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 . CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 53400 INPUT Description: Station Elevation Data num= 19 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 263.7 1130 262.2 1200 262. 7 1300 262 .1 1400 261. 7 1500 259.6 1600 258.9 1650 257.2 1654 250.2 1661 249.6 1665 251 1676 255.6 1719 259.6 1800 260.3 1900 265 .8 2000 270.7 2100 273 .8 2200 276. 4 2300 279.3 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .07 1650 . 065 1676 .075 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1650 1676 460 734 480 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 263 .11 Element Left OB Channel Right OB Vel Head (ft) 0.19 Wt. n-Val . 0.070 0.065 0.075 w.s. Elev (ft) 262 .92 Reach Len . (ft) 460.00 734.00 480.00 Crit W.S. (ft) Flow Area (sq ft) 1047.35 284.34 531. 88 E.G. Slope (ft/ft) 0.002899 Area (sq ft) 1047.35 284.34 531. 88 Q Total (cfs) 4500.00 Flow (cfs) 1769 .93 1525.39 1204 .68 Top Width (ft) 780.12 Top Width (ft) 582.47 26.00 171. 65 Vel Total (ft/s) 2.41 Avg. Vel. (ft/s) 1. 69 5.36 2.26 Max Chl Dpth (ft) 13.32 Hydr. Depth (ft) 1. 80 10.94 3.10 Conv. Total (cfs) 83577.7 Conv. (cfs) 32872. 6 28330.8 22374.3 Length Wtd. (ft) 558.23 Wetted Per. (ft) 582.53 31.25 171. 91 Min Ch El (ft) 249.60 Shear (lb/sq ft) 0.33 1. 65 0.56 Alpha 2.10 Stream Power (lb/ft s) 0.55 8.83 1. 27 Frctn Loss (ft) 1. 75 Cum Volume (acre-ft) 1749.70 619.12 1912.00 C & E Loss (ft) 0.00 Cum SA (acres) 560.63 59 . 45 626. 78 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. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 52666 INPUT Description: Station Elevation Data num= 43 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 262.1 1079 261 1107 260.8 1157 260.7 1215 260.7 1236 260.6 1314 260 .2 1322 260.2 1393 259.9 1429 259.7 1537 257.8 1541 257.8 1559 256.3 1561 256.8 1593 257 1601 255.9 1611 257.1 1628 257.1 1644 257 1698 255.5 1702 249.2 1703 248.8 1705 248.2 1713 249.4 1719 251. 7 1723 254.3 1759 257.5 1765 258 1830 258.6 1842 258 .7 1935 263.1 1938 263.1 1949 263.1 1955 262 . 4 1972 262 .7 1984 263 . 4 1993 265.2 2033 266 .9 2075 268.1 2129 269.6 2197 271. 3 2224 272 2320 274 .5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1698 .065 1723 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1698 1723 460 734 480 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 261. 36 Element Left OB Channel Right OB Vel Head (ft) 0.21 Wt. n-Val. 0.085 0 .065 0.085 w.s. Elev (ft) 261.15 Reach Len. (ft) 460.00 734.00 480.00 Crit W.S. (ft) Flow Area (sq ft) 1231. 86 267. 65 488.06 E.G. Slope (ft/ft) 0 .003397 Area (sq ft) 1231. 86 267. 65 488.06 Q Total (cfs) 4500.00 Flow (cfs) 1962.48 1536.95 1000.57 Top Width (ft) 825.54 Top Width (ft) 629.76 25.00 170.78 Vel Total (ft/s) 2 .26 Avg. Vel. (ft/sJ 1. 59 5.74 2 .05 Max Chl Dpth (ft) 12.95 Hydr. Depth (ft) 1. 96 10. 71 2.86 Conv. Total (cfs) 77206.8 Conv. (cfs) 33670 .4 26369.6 17166.8 Length Wtd. (ft) 558.47 Wetted Per. (ft) 630.07 29.91 171. 00 Min Ch El (ft) 248.20 Shear (lb/sq ft) 0 .41 1. 90 0 .61 Alpha 2.60 Stream Power (lb/ft s ) 0.66 10.90 1.24 Frctn Loss (ft) 2.01 Cum Volume (acre-ft) 1737.66 614.47 1906.38 C & E Loss (ft) 0.00 Cum SA (acres J 554.23 59.02 624.90 Warni ng: 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. CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 51932 INPUT Description: Stati on Elevation Data num= 43 Sta Elev Sta Elev Sta Elev Sta 1000 260.6 1084 259.4 1115 259 .1 1160 1252 258 .5 1336 258.2 1344 258 .2 1420 1573 256.1 1578 256.1 1597 253.1 1599 1 642 252 .6 1653 255 1671 255.2 1688 1749 248.2 1751 247.6 1757 246.8 1760 1771 253 1805 256 1810 256.3 1872 1973 260.5 1975 260.4 1986 259.8 1992 2020 258.6 2028 261. 7 2066 263.1 2106 2223 267 2249 267. 5 2340 269.6 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1745 . 065 1771 .085 Bank Sta: Left Right Lengths : Left Channel Right 1745 1771 460 734 480 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 259 .34 Element Vel Head (ft) 0 .22 Wt. n-Val. w.s. Elev (ft) 259.12 Reach Len. (ft) Crit W.S. (ft) Flow Area (sq ft) E.G. Slope (ft/ft) 0.003797 Area (sq ft) Q Total (cfs) 4500 .00 Flow (cfs) Top Width (ft) 857.41 Top Width (ft) Vel Total (ft/s) 2.3 1 Avg. Vel. (ft/s) Max Ch! Dpth (ft) 12.32 Hydr. Depth (ft) Conv. Total (cfs) 73028.6 Conv. (cfs) Length Wtd. (ft) 553.10 Wetted Per. (ft) Min Ch El (ft) 246.80 Shear (lb/sq ft) Elev Sta 259.1 1229 258 1459 254.2 1634 255.1 1745 247.8 1766 257 1884 258.1 2008 264.1 2158 Coe ff Contr. .1 Left OB 0.085 460.00 1249.80 1249.80 2117 .47 632 . 4 6 1. 69 1. 98 34363.5 633.60 0 .47 Alpha 2 .66 Stream Power (lb/ft s) 0 .79 Frctn Loss (ft) 2.13 Cum Volume (acre-ft) 1724.56 C & E Loss (ft) 0.01 Cum SA (acres) 547 .57 Elev 258.8 257 .8 254 .9 253.8 249.7 257.1 257.7 265.5 Expan. . 3 Channel Right OB 0.065 0.085 734 .00 480.00 263.07 437.42 263.07 437.42 1559.58 822 .95 26.00 198.94 5 .93 1. 88 10.12 2 .20 25309.7 13355.3 30. 47 199.41 2.05 0.52 12.13 0.98 609.99 1901.28 58.59 622 .86 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. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 51198 INPUT Description: Station Elevation Data num= 43 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 259 1089 257.9 1122 257 .5 1179 257 .4 1244 256. 8 1268 256.5 1357 256.3 1366 256.3 1446 256.1 1488 255.8 1610 254.3 1615 254.3 1635 249.9 1637 251. 6 1674 252.7 1683 249.3 1695 252.9 1714 253.3 1732 253.1 1793 252 1797 247.2 1799 246.4 1804 245.5 1808 246.3 1814 247.7 1818 251. 7 1850 254.4 1856 254 .7 1915 255.5 192 6 255 .5 2011 257.9 2013 257.7 2023 256.6 2028 253.9 2044 252 .8 2055 253.9 2063 258.2 2100 259.3 2137 260.1 2186 2 61. 3 2249 262.7 2273 263.1 2360 264. 8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1793 .065 1818 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1793 1818 460 734 480 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 257.21 Element Left OB Channel Right OB Vel Head (ft) 0.20 Wt . n-Val. 0.085 0.065 0.085 w.s . Elev (ft) 257.01 Reach Len . (ft) 460.00 734 .00 480.00 Crit W.S . (ft) Flow Area (sq ft) 1266.07 239.18 429.21 E.G. Slope (ft/ft) 0.003900 Area (sq ft) 1266.07 239.18 429.21 Q Total (cfs) 4500.00 Flow (cfs) 2340.93 1381.85 777.22 Top Width (ft) 800.26 Top Width (ft) 572.11 25.00 203.15 Vel Total (ft/s) 2.33 Avg. Vel. (ft/s) 1. 85 5.78 1. 81 Max Chl Dpth (ft) 11. 51 Hydr. Depth (ft) 2.21 9.57 2.11 Conv. Total (cfs) 72058 . 2 Conv. (cfs) 37485 .2 22127.5 12445.5 Length Wtd. (ft) 540.22 Wetted Per. (ft) 574.41 29.38 204.88 Min Ch El (ft) 245.50 Shear (lb/sq ft) 0.54 1. 98 0.51 Alpha 2.33 Stream Power (lb/ft s) 0.99 11. 45 0.92 Frctn Loss (ft) 1. 74 Cum Volume (acre-ft) 1711. 28 605.76 1896.51 C & E Loss (ft) 0.02 Cum SA (acres) 541. 21 58 .16 620.65 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. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 50464 INPUT Description: Station Elevation Data num= 43 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 257.5 1095 256.3 1129 256 1189 255.7 1259 254.9 1284 254.3 1379 254 .3 1388 254.3 1473 254.1 1517 253 .8 1646 252.6 1652 252.6 1673 246.8 1676 248 .9 1715 250.5 1724 246 1736 250.9 1757 251. 4 1776 251.2 1840 250.3 1845 246.2 1846 245.1 1852 244.1 1856 244.7 1861 245.8 1866 250.4 1896 252.9 1901 253 1957 253.9 1968 253.9 2048 255.3 2050 255 2060 253.3 2065 249.6 2080 247.9 2091 249.1 2098 254.8 2133 255.5 2169 256.1 2215 257.1 2274 258.3 2298 258.7 2380 259.9 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1840 . 065 1866 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1840 1866 460 734 480 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 255.45 Element Left OB Channel Right OB Vel Head (ft) 0.12 Wt. n-Val. 0.085 0.065 0.085 w.s. Elev (ft) 255.33 Reach Len. (ft) 460.00 734.00 480.00 Crit W.S. (ft) Flow Area (sq ft) 1542.63 239.61 536.64 E.G. Slope (ft/ft) 0.002710 Area (sq ft) 1542.63 239.61 536.64 Q Total (cfs) 4500.00 Flow (cfs) 2572. 79 1139.54 787 .67 Top Width (ft) 902.52 Top Width (ft) 618.24 26.00 258.28 Vel Total (ft/s) 1. 94 Avg. Vel. (ft/s) 1. 67 4.76 1. 47 Max Chl Dpth (ft) 11.23 Hydr. Depth (ft) 2.50 9.22 2.08 Conv. Total (cfs) 86443.8 Conv. (cfs) 49422.6 21890.2 15130.9 Length Wtd. (ft) 518 .76 Wetted Per. (ft) 621.77 29.99 2 61. 98 Min Ch El (ft) 244.10 Shear (lb/sq ft) 0.42 1. 35 0.35 Alpha 2.04 Stream Power (lb/ft s) 0.70 6 . 43 0.51 Frctn Loss (ft) 0. 62 Cum Volume (acre-ft) 1696.45 601. 73 1891.18 C & E Loss (ft) 0.03 Cum SA (acres) 534.92 57.73 618.10 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. CROSS SECTION REACH: Reach-1 INPUT Description: RIVER: RIVER-1 RS: 49730 Station Elevation Data num= Elev 254.7 250.8 248 243.8 250 252.1 29 Sta Elev 1000 255.9 1500 252.2 1765 242.7 1900 242.7 2086 252.7 2133 251.3 Manning's n Values Sta n Val 1000 . 085 Sta 1100 1689 1778 1909 2095 2200 num= Sta n Val 1888 .065 Sta 1200 1711 1800 1913 2102 2300 3 Sta 1913 Elev 254 243.6 249.5 249.1 245.3 254.8 n Val .085 Sta 1300 1714 1888 1942 2116 2400 Elev 252.5 246.3 248.6 251. 3 243 255.1 Sta 1400 1755 1894 2000 2126 Bank Sta: Left 1888 Right 1913 Lengths: Left Channel 266.7 610 Right 516 Coeff Contr. .1 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) Profile #PF 1 254.79 0.03 254.77 0.000673 4500.00 1204.45 1.09 12.07 173403.2 432.51 242.70 1. 48 0.64 0.01 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 0.085 266.70 2642.64 2642 .64 2662.54 793.64 1. 01 3.33 102598.4 798.45 0.14 0.14 1674 .35 527.47 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 49120 INPUT Description: Station Elevation Data num-42 Sta Elev Sta Elev Sta Elev Sta Elev Sta 1000 258.4 1089 257.8 1132 257.6 1178 257.4 1264 1268 256. 4 1357 256.2 1396 256.1 1446 255.8 1528 1601 253.9 1615 253.3 1634 247.7 1637 249.4 1660 1673 249.4 1682 245 1694 249.1 1714 248.9 1727 1792 247.2 1800 243 1808 241.1 1817 243.2 1822 1858 248.3 1865 248.3 1930 249.7 1937 249.8 2008 2038 250.9 2052 249.2 2058 246 2075 244.5 2080 2088 245.4 2096 250.1 2151 250.8 2180 251. 2 2223 Elev 252.4 248.3 243.9 252.3 244.3 Expan . . 3 Channel 0.065 610.00 256.84 256.84 645.63 25.00 2.51 10.27 24878.7 29.45 0.37 0.92 597.55 57.30 Elev 256.5 254.6 249.3 248.4 247.4 250.9 244.8 251. 9 Right OB 0.085 516.00 1226.12 1226.12 1191. 83 385.80 0.97 3.18 45926.1 390.94 0.13 0.13 1881.47 614. 55 2305 254.1 2430 Manning's n Values Sta n Val Sta 1000 .085 1792 Bank Sta: Left Right 1792 1822 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) w.s. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 256.7 num= 3 n Val Sta n Val .065 1822 .OBS Lengths: Left Channel Right 266.7 610 516.7 Profile #PF 1 254.14 Element 0.16 Wt. n-Val. 253.98 Reach Len. (ft) Flow Area (sq ft) 0. 002710 Area (sq ft) 8300.00 Flow (cfs) 708.10 Top Width (ft) 2.66 Avg. Vel. (ft/s) 12.88 Hydr. Depth (ft) 159447. 4 Conv. (cfs) 476.91 Wetted Per. (ft) 241. 10 Shear (lb/sq ft) 1. 47 Stream Power (lb/ft s) 1.12 Cum Volume (acre-ft) 0.01 Cum SA (acres) Coeff Contr. .1 Left OB 0.085 266.70 969.84 969.84 2507.54 199.51 2 .59 4.86 48171.1 202.50 0.81 2.09 1663.29 524.42 Expan . . 3 Channel 0.065 610.00 316.40 316.40 1698.23 30.00 5.37 10.55 32623.9 33.03 1. 62 8.70 593.53 56.91 Right OB 0.085 516.70 1839.58 1839.58 4094.24 478.59 2.23 3.84 78652.5 480.94 0.65 1. 44 1863.31 609.43 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. CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 48510 INPUT Description: Station Elevation Data num= 42 Sta Elev Sta Elev Sta Elev Sta 1000 260. 9 1078 260.9 1116 260.9 1157 1235 260. 4 1314 260 1348 259.8 1392 1528 256.9 1540 255.8 1557 251. 8 1560 1592 250.5 1600 248.1 1610 249.4 1627 1696 243.8 1706 242.1 1715 239.6 1726 1774 245.4 1783 245.2 1861 247.2 1868 1990 249.2 2006 248.3 2014 246.8 2034 2049 246.5 2060 249 2126 249.8 2160 2310 254.1 2460 258.4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1696 .065 1730 .085 Bank Sta: Left Right Lengths: Left Channel Right 1696 1730 266.7 610 516.7 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 253.02 Element Vel Head (ft) 0.14 Wt. n-Val. w.s. Elev (ft) 252 .88 Reach Len. (ft) Crit W.S. (ft) Flow Area (sq ft) E.G. Slope (ft/ft) 0.002050 Area (sq ft) Q Total (cfs) 8300.00 Flow (cfs) Top Width (ft) 717.30 Top Width (ft) Vel Total (ft/s) 2.44 Avg. Vel. (ft/s) Max Chl Dpth (ft) 13.28 Hydr. Depth (ft) Conv. Total (cfs) 183318 .8 Conv. (cfs) Length Wtd. (ft) 499.38 Wetted Per. (ft) Min Ch El (ft) 239.60 Shear (lb/sq ft) Elev Sta 260.8 1232 259.3 1464 252 .5 1580 248.4 1639 242.7 1730 247.4 1954 246 2040 250.3 2211 Coe ff Contr. .1 Left OB 0.085 266.70 663.43 663.43 1450 .69 143.59 2.19 4 . 62 32040.8 144.48 0.59 Alpha 1. 49 Stream Power (lb/ft s) 1. 29 Frctn Loss (ft) 0.74 Cum Volume (acre-ft) 1658 .29 C & E Loss (ft) 0.01 Cum SA (acres) 523 .37 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 47900 Elev 260. 4 258.3 251.1 247.4 245.6 249.1 246.2 251.1 Expan. .3 Channel Right OB 0.065 0.085 610.00 516.70 371.49 2368.62 371.49 2368.62 1827.46 5021. 85 34.00 539. 71 4 .92 2.12 10.93 4.39 40362.5 110915.5 35.85 540.27 1. 33 0.56 6.52 1.19 588. 72 1838.36 56.47 603.40 INPUT Description: Station Elevation Data num= 18 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 263. 4 1100 264 .2 1200 264.3 1300 263.6 1400 261. 7 1455 259.9 1500 252.9 1551 246.5 1600 244.4 1623 238 1639 243.9 1700 242.1 1800 244.9 1900 247.4 2000 247.5 2100 248.8 2200 250.3 2490 260 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .06 1600 .055 1639 .09 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1600 1639 783.3 960 696.7 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 252.27 Element Left OB Channel Right OB Vel Head (ft) 0.11 Wt. n-Val. 0.060 0.055 0.090 w.s. Elev (ft) 252.16 Reach Len. (ft) 783.30 960.00 696.70 Crit W.S. (ft) Flow Area (sq ft) 456.44 431.44 3210.52 E.G. Slope (ft/ft) 0.001124 Area (sq ft) 456.44 431.44 3210.52 Q Total (cfs) 8300.00 Flow (cfs) 1082.94 1878.96 5338.10 Top Width (ft) 749.71 Top Width (ft) 94.10 39.00 616.61 Vel Total (ft/s) 2.03 Avg. Vel. (ft/s) 2.37 4.36 1. 66 Max Chl Dpth (ft) 14 .16 Hydr. Depth (ft) 4.85 11. 06 5.21 Conv. Total (cfs) 247547.6 Conv. (cfs) 32298.7 56039.9 159208.9 Length Wtd. (f t) 790.83 Wetted Per. (ft) 94.50 40 .93 616.76 Hin Ch El (ft) 238.00 Shear (lb/sq ft) 0.34 0.74 0.37 ·Alpha 1. 66 Stream Power (lb/ft s) 0.80 3.22 0.61 Frctn Loss (ft) 1.22 Cum Volume (acre-ft) 1654.86 583.09 1805.27 C & E Loss (ft) 0.02 Cum SA (acres) 522.65 55.96 596.54 Warni ng: 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. Warni ng: 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. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 46940 INPUT Description: Stati on Elevation Data num= 34 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 257.9 1065 257.7 1130 257.8 1136 257.8 1196 257.9 1261 257.3 1273 257.1 1326 256.3 1391 256.1 1409 256.2 1456 256.1 1521 255.6 1546 255.4 1587 254.8 1621 254 1 652 251. 4 1682 248.9 1717 246.5 1752 244.4 1782 243.8 1819 243.3 1833 237.7 1841 235.9 1847 237.6 1858 243.3 1 906 242.7 1984 245.5 2063 248.1 2088 248.4 2141 248.9 2220 250.5 2299 252.2 2307 252.5 2527 259.9 Manni ng's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .06 1819 .055 1858 .09 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1819 1858 783.3 960 696.7 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 251. 02 Element Left OB Channel Right OB Vel Head (ft) 0.28 Wt. n-Val. 0.060 0.055 0.090 w.s. Elev (ft) 250.74 Reach Len. (ft) 783.30 960.00 696.70 Crit W.S. (ft) Flow Area (sq ft) 776.98 451. 98 1456.96 E.G. Slope (ft/ft) 0.002260 Area (sq ft) 776.98 451. 98 1456.96 Q Total (cfs) 8300 .00 Flow (cfs) 2630.93 2833.97 2835.10 Top Width (ft) 571.19 Top Width (ft) 159.07 39.00 373.12 Vel Total (ft/s) 3.09 Avg. Vel. (ft/s) 3 .39 6.27 1. 95 Max Chl Dpth (ft) 14.84 Hydr. Depth (ft) 4.88 11. 59 3.90 Conv. Total (cfs) 174588.7 Conv. (cfs) 55341. 1 59612.0 59635 .6 Length Wtd. (ft) 834.60 Wetted Per. (ft) 159.30 41.90 373 .24 Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 235.90 1. 92 3.10 0.06 Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) 0.69 2.33 1643.77 520.37 1. 52 9.54 573.36 55 .10 0.55 1. 07 1767.94 588.62 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. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 45980 INPUT Description: Station Elevation Data num= 34 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 252.5 1083 251. 6 1165 251.4 1173 251. 4 1248 251. 5 1330 250.2 1346 249.9 1413 248.6 1496 248.5 1519 248.7 1578 249.2 1661 249.1 1692 249.1 1743 248.9 1787 248.1 1826 246.5 1864 244 .9 1908 243.3 1953 242.3 1991 242 2037 242.2 2051 235.1 2058 233.7 2065 235.1 2076 242.7 2111 243.2 2168 246 2226 248.7 2244 249.3 2283 250.3 2340 252.2 2397 254.1 2404 254.4 2563 259.7 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .06 2037 .055 2076 .09 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 2037 2076 783.3 960 696 .7 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 247.87 Element Left OB Channel Right OB Vel Head (ft) 0.84 Wt. n-Val. 0.060 0.055 0.090 w.s. Elev (ft) 247.03 Reach Len. (ft) 783.30 960.00 696. 70 Crit W.S. (ft) Flow Area (sq ft) 784 .75 383.45 292.35 E.G. Slope (ft/ft) 0.007146 Area (sq ft) 784.75 383.45 292.35 Q Total (cfs) 8300.00 Flow (cfs) 3790.42 3745.83 763.75 Top Width (ft) 376.90 Top Width (ft) 223.84 39.00 114. 06 Vel Total (ft/s) 5.68 Avg. Vel. (ft/s) 4.83 9.77 2.61 Max Chl Dpth (ft) 13.33 Hydr. Depth (ft) 3 .51 9.83 2.56 Conv. Total (cfs) 98185.4 Conv. (cfs) 44839.0 44311. 6 9034.8 Length Wtd. (ft) 837.41 Wetted Per. (ft) 223.93 43.34 114 .15 Min Ch El (ft) 233.70 Shear (lb/sq ft) 1. 56 3 .95 1.14 Alpha 1. 68 Stream Power (lb/ft s) 7.55 38.55 2.98 Fr ctn Loss (ft) 2.58 Cum Volume (acre-ft) 1629.73 564 .15 1753. 95 C & E Loss (ft) 0.21 Cum SA (acres) 516.93 54.24 584.73 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. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 45020 INPUT Description: Station Elevation Data num= 21 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 247 1100 245.5 1200 245 1300 245.2 1400 243.2 1500 240.8 1600 240.9 1700 242.3 1800 242.7 1900 243 2000 241. 6 2100 240.1 2200 240.2 2256 241.1 2269 232.6 2276 231. 6 2283 232.6 2295 242 2400 250.3 2500 256.2 2600 259 .6 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .06 2256 .055 2295 .09 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 2256 2295 900 1170 750 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E .G. Elev (ft) 245 .08 Element Left OB Channel Right OB Vel Head (ft) 0 .13 Wt. n-Val. 0.060 0.055 0.090 w.s. Elev (ft) 244 .95 Reach Len. (ft) 900.00 1170.00 750 .00 Crit W.S. (ft) Flow Area (sq ft) 2966.29 376.96 55.00 E.G. Slope (ft/ft) 0.0017 07 Area (sq ft) 2 966.29 376.96 55.00 Q Total (cfs) 8300.00 Flow (cfs) 6513 .80 1737.70 48.51 Top Width (ft) 1019.75 Top Width (ft) 943.44 39.00 37.30 Vel Total (ft/s) 2.44 Avg. Vel. (ft/s) 2.20 4. 61 0.88 Max Chl Dpth (ft) 13.35 Hydr. Depth (ft) 3 .14 9 .67 l. 47 Conv. Total (cfs) 200882 .2 Conv. (cfs) 157651.2 42056.9 1174 .0 Length Wtd. (ft) 969.80 Wetted Per. (ft) 943.53 44.92 37.42 Min Ch El (ft) 231. 60 Shear (lb/sq ft) 0.34 0 .89 0 .16 Alpha 1. 38 Stream Power (lb/ft s) 0.74 4 .12 0.14 Frctn Loss (ft) 1. 31 Cum Volume (acre-ft) 1596.00 555.77 1751.17 C & E Loss (ft) 0.01 Cum SA (acres) 506.43 53.38 583.52 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. CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 43850 INPUT Description: Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta 1000 251 1110 249.6 1220 248.6 1330 1439 245 .9 1549 242.4 1642 240.4 1659 1879 240.2 1989 239.9 2010 239.6 2099 2316 238.6 2380 239.1 2391 237 2402 2418 230.4 2433 232.3 2456 238.2 2465 2916 247.9 3181 252 3345 253.1 3690 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .075 2380 .06 2465 .09 Bank Sta: Left Right Lengths : Left Channel Right 2380 2465 900 1170 730 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 243 .75 Element Vel Head (ft) 0.09 Wt. n-Val. w.s. Elev (ft) 243.66 Reach Len. (ft) Crit W.S . (ft) Flow Area (sq ft) E.G. Slope (ft/ft) 0.001097 Area (sq ft) Q Total (cfs) 8300.00 Flow (cfs) Top Width (ft) 1166.23 Top Width (ft) Vel Total (ft/s) 1. 86 Avg. Vel. (ft/s) Max Chl Dpth (ft) 13.86 Hydr. Depth (ft) Conv. Total (cfs) 250611 . 4 Conv. (cfs) Length Wtd. (ft) 963.86 Wetted Per. (ft) Min Ch El (ft) 229.80 Shear (lb/sq ft) Elev Sta 248.1 1404 240.4 1768 239.1 2209 232.6 2414 239 .6 2598 254.5 3775 Coef f Contr. .1 Left OB 0.075 900.00 3263.64 3263.64 5167.01 870.74 1. 58 3 .75 156013.4 870 .79 0 .26 Alpha 1. 67 Stream Power (lb/ft s) 0.41 Frctn Loss (ft) 0.26 Cum Volume (acre-ft) 1531.64 C & E Loss (ft) 0 .02 Cum SA (acres) 487.69 Elev 246.9 240.6 238.4 229.8 242.3 259.8 Expan . .3 Channel Right OB 0.060 0.090 1170 .00 730.00 784.23 413.90 784.23 413.90 2777.81 355.18 85 .00 210.49 3.54 0. 86 9.23 1. 97 83873 .7 10724.3 87.39 210.52 0 .61 0.13 2.18 0.12 540.18 1747.14 51. 71 581.38 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 sec tions. CROSS SECTION REACH: Reach-1 INPUT RIVER: RIVER-1 RS: 42680 Description: Station Elevation Sta Elev 1000 255 2519 237 2870 240 Manning's n Values Sta n Val 1000 .05 Data Sta 1440 2552 3900 num= Elev 250 228 250 num= Sta n Val 2504 . 045 14 Sta 1700 2559 4800 3 Sta 2635 Elev 240 229 250 n Val .OS Sta 2110 2620 4950 Elev 236.5 237 260 Sta 2504 2635 Bank Sta: Left 2504 Right 2635 Lengths: Left Channel Right 96 Coeff Contr. • 4 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft) Profile #PF 1 243.48 0.02 243.45 0.000118 8300.00 1615.61 1. 04 15.45 763444.6 96.00 228.00 1.27 0.02 0.36 96 96 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 0.050 96.00 4930.42 4930.42 4972 .87 893.81 1. 01 5.52 457411. 3 893.89 0.04 0.04 1446. 99 469 .46 Elev 237 237 Expan. . 6 Channel 0.045 96.00 1297.52 1297.52 2128.84 131. 00 1. 64 9.90 195813.8 132.80 0.07 0.12 512.22 48.81 Right OB 0.050 96.00 1778.80 1778.80 1198. 28 590.80 0. 67 3.01 110219.5 590.83 0.02 0.01 1728.76 574.67 Warning: The velocity head has changed by more than 0 .5 f t (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. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 42584 INPUT Description: Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta 1 257 430 252 1000 244.3 1200 1500 244.5 1800 244 .7 1861 245 2000 2504 244.5 2519 237 2539 232.7 2552 2620 237.1 2635 242.5 2900 244.9 3100 3400 246.4 3600 247.6 4000 252 5000 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1 .015 2504 .02 2635 .015 Bank Sta: Left Right Lengths: Left Channel Right 2504 2635 44 44 44 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1 2504 244 2635 5000 244 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) 243.09 0.93 242.16 238.16 0.000645 8300.00 125.38 7.74 12.96 326906.4 1.00 229.20 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Elev Sta 245 1400 244.9 2300 229.2 2590 244.7 3300 254 Coeff Contr. • 4 Left OB 1. 00 Elev 244.8 244.6 230.5 245.8 Expan. . 6 Channel 0.020 1.00 1072.75 1072.75 8300.00 125.38 7.74 8.56 326906.4 129.14 0.33 Right OB 1. 00 Alpha Frctn Loss (ft) C & E Loss (ft) 1.00 0.00 0.07 Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) 1441.56 468.48 2.59 509.61 48.53 1726.80 574 .02 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. BRIDGE REACH: Reach-1 INPUT Description: RIVER: RIVER-1 RS: 42583 Distance from Upstream XS = 1 Deck/Roadway Width 43 Weir Coefficient 2.6 Bridge Deck/Roadway Skew Upstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1 244.4 242.5 5000 244.4 242.5 Upstream Bridge Cross Section Data Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev 1 257 430 252 1000 244.3 1500 244.5 1800 244.7 1861 245 2504 244.5 2519 237 2539 232.7 2620 237.1 2635 242.5 2900 244.9 3400 246. 4 3600 247.6 4000 252 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1 .015 2504 .02 2635 .015 Bank Sta: Left Right Coe ff Contr. Expan. 2504 2635 . 4 . 6 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1 2504 244 2635 5000 244 Downstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1 244.4 242.5 5000 244.4 242.5 Downstream Bridge Cross Section Data Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev 1 257 430 252 1000 244.3 1500 244.5 1800 244.7 1861 245 2504 244.5 2519 237.3 2537 233.2 2552 229.2 2568 229.7 2570 229.8 2601 233.4 2625 237.1 2635 242.5 3300 245.8 3400 246.4 3600 247.6 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1 .015 2504 .02 2635 .015 Bank Sta: Left Right Coe ff Contr. Expan. 2504 2635 . 4 . 6 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1 2504 244 2635 5000 244 Sta Elev Sta Elev 1200 245 1400 244 .8 2000 244.9 2300 244.6 2552 229.2 2590 230.5 3100 244.7 3300 245 .8 5000 254 Sta Elev Sta Elev 1200 245 1400 244.8 2000 244.9 2300 244.6 2539 232.7 2539 232.6 2590 230.5 2599 232.8 2900 244.9 3100 244.7 4000 252 5000 254 Upstream Embankment side slope Downstream Embankment side slope Maximum allowable submergence for weir Elevation at which weir flow begins Energy head used in spillway design Spillway height used in design O horiz. to 1.0 vertical 0 horiz. to 1.0 vertical flow . 95 244.5 Weir crest shape = Broad Crested Number of Piers = 3 Pier Data Pier Station Upstream= 2538 Upstream num= 2 Width Elev Width Elev 2 0 2 242.5 Downstream num= 2 Width Elev Width Elev 2 0 2 242.5 Pier Data Pier Station Upstream= 2569 Upstream num= 2 Width Elev Width Elev 2 0 2 242.5 Downstream num= 2 Width Elev Width Elev 2 0 2 242.5 Pier Data Pier Station Upstream= 2600 Upstream num= 2 Width Elev Width Elev 2 0 2 242.5 Downstream num= 2 Width Elev Width Elev 2 0 2 242 .5 Number of Bridge Coefficient Sets Low Flow Methods and Data Energy Momentum Yarnell Cd KVal 1 Downstream= Downstream= Downstream= 1. 2 1. 05 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 2538 2569 2600 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 BRIDGE OUTPUT Profile #PF 1 Opening : Bridge #1 E.G. US. (ft) w.s. us. (ft) Q Total (cfs ) Q Bridge (cfs) Q Weir (cfs) Weir Sta Lft (ft) Weir Sta Rgt (ft) Weir Submerg Weir Max Depth (ft) Min Top Rd (ft) Min El Prs (ft) Delta EG (ft) Delta ws (ft) BR Open Area (sq ft) BR Open Vel (ft/s) Coef of Q Br Sel Method 243.09 242.16 8300.00 8300.00 244.50 242.50 0.22 0.26 1051. 39 8.47 Energy only Element E.G. Elev (ft) w.s. Elev (ft) Crit W.S. (ft) Max Chl Dpth (ft) Vel Total (ft/s) Flow Area (sq ft) Froude # Chl Specif Force (cu ft) Hydr Depth (ft) W.P. Total (ft) Conv. Total (cfs ) Top Width (ft) Frctn Loss (ft) C & E Loss (ft) Shear Total (lb/sq ft) Power Total (lb/ft s) Inside BR US 243.01 241. 90 238.45 12.70 8.47 979.63 0.52 7060.42 8.29 182.30 223294.9 118 .13 0.06 0.01 0. 46 3.93 Inside BR OS 242.95 241.85 238.44 12.65 8.42 985.82 0.51 7029.17 8.34 181. 57 226255.4 118. 26 0.00 0.08 0. 46 3.84 Note: Yarnell answer is not valid if the water surface is above the low chord or if there is weir flow. The Yarnell answer has been disregarded. CROSS SECTION REACH: Reach-1 INPUT Description: RIVER: RIVER-1 RS: 42540 Station Elevation Sta Elev l 2S7 lSOO 244.S 2S04 244 .S 2SS2 229.2 2601 233.4 3300 24S.8 Manning's n Values Sta n Val 1 . OlS Data Sta 430 1800 2Sl9 2S68 262S 3400 num= Elev 2S2 244.7 237.3 229.7 237.1 246. 4 num~ Sta n Val 2S04 .02 30 Sta 1000 1861 2S37 2S70 263S 3600 3 Sta 263S Elev 244.3 24S 233.2 229.8 242.S 247.6 n Val .OlS Sta 1200 2000 2S39 2S90 2900 4000 Elev 24S 244 .9 232 .7 230.S 244.9 2S2 Sta 1400 2300 2S39 2S99 3100 sooo Bank Sta: Left 2S04 Ineffective Flow Sta L Sta R Right 263S Lengths: Left Channel Right 1 Coeff Contr . .4 1 2S04 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 1 1 num= 2 Elev Sta L Sta R Elev 244 244 263S sooo Profile #PF 1 242.87 0.97 241. 90 238.17 0.000683 8300.00 124.47 7.89 12.70 317S06.6 1. 00 229.20 1.00 0.00 0.00 Element Wt . n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr . Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Vol ume (acre-ft) Cum SA (acres) Left OB 1. 00 1441.S6 4 68. 48 Elev 2 44 .8 244.6 232.6 232 .8 244 .7 2S4 Expan. .6 Channe l 0.020 1. 00 lOSl. 97 lOS l. 97 8300.00 124.47 7.89 8.4S 317S06. 6 128.48 0.3S 2 .76 S08.62 48.41 Right OB 1. 00 1726.80 S74.02 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 c r oss sections. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 42S39 INPUT Description: Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta 1 2S7 430 2S2 1000 244.3 1200 lSOO 244.S 1800 244 .7 1861 24S 2000 2S04 244.S 2Sl9 237.3 2S39 232 2SS2 2620 237.1 263S 242.S 283S 244.S 3100 3400 246. 4 3600 247.6 4000 2S2 sooo Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1 .OS 2S04 .04S 263S .OS Bank Sta: Left Right Lengths: Left Channel Right 2S04 263S 99 99 99 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1 2S04 244 263S sooo 244 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) Vel Head (ft) W.S . Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) 242.86 0.98 241.88 238.07 0.003S03 8300.00 123.83 7 .9S 12.68 14024S. 3 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Elev Sta 24S 1400 244.9 2300 229.2 2S90 244.7 3300 2S4 Coeff Contr. • 4 Left OB 99.00 Elev 244 .8 244.6 230.S 24S.8 Expan. . 6 Channel 0.04S 99.00 1044.68 1044.68 8300.00 123.83 7.9S 8.44 14024S .3 Right OB 99.00 Length Wtd. (ft) 99.00 Wetted Per. (ft) 127.44 Min Ch El (ft) 229.20 Shear (lb/sq ft) 1. 79 Alpha 1. 00 Stream Power (lb/ft s) 14.24 Frctn Loss (ft) 0.44 Cum Volume (acre-ft) 1441.56 508.59 1726 .80 C & E Loss (ft) 0.01 Cum SA (acres) 468.48 48 .41 574.02 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 42440 INPUT Description: Station Elevation Data num= 14 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 255 1440 250 1700 240 2110 236.5 2504 237 2519 237 2552 228 2559 229 2620 237 2635 237 2870 240 3900 250 4800 250 4950 260 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .075 2504 .055 2635 .075 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 2504 2635 500 730 900 . 4 . 6 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 2504 244 2635 4950 244 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 242.41 Element Left OB Channel Right OB Vel Head (ft) 1. 01 Wt. n-Val. 0.055 w.s. Elev (ft) 241. 39 Reach Len. (ft) 500.00 730.00 900 .00 Crit W.S. (ft) 238.50 Flow Area (sq ft) 1027.62 E.G. Slope (ft/ft) 0.005839 Area (sq ft) 3144. 07 1027.62 780.18 Q Total (cfs) 8300.00 Flow (cfs) 8300.00 Top Width (ft) 1349.83 Top Width (ft) 840.25 131. 00 378.59 Vel Total (ft/s) 8.08 Avg. Vel. (ft/s) 8.08 Max Chl Dpth (ft) 13.39 Hydr. Depth (ft) 7.84 Conv. Total (cfs) 108615.2 Conv. (cfs) 108615.2 Length Wtd. (ft) 692.02 Wetted Per. (ft) 132.80 Min Ch El (ft) 228.00 Shear (lb/sq ft) 2.82 Alpha 1. 00 Stream Power (lb/ft s) 22.79 Frctn Loss (ft) 2.38 Cum Volume (acre-ft) 1437. 99 506.24 1725.92 C & E Loss (ft) 0.55 Cum SA (acres) 467.52 48.12 573.59 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. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 41710 INPUT Description: Station Elevation Data num= 18 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 255 1500 250 1900 240 3400 236. 1 3500 235.9 3600 236.6 3707 235 .7 3727 226.7 3733 226.3 3742 226.7 3757 234.1 3800 235.8 3900· 236.1 4000 236.7 4100 237.8 4200 239.6 4300 245 4400 250 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 3707 .07 3757 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 3707 3757 600 622 560 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft ) 239.48 Element Left OB Channel Right OB Vel Head (ft) 0.10 Wt. n-Val. 0.085 0.070 0.085 w.s. Elev (ft ) 239.38 Reach Len. (ft) 600.00 622 .00 560.00 Crit W.S. (ft ) Flow Area (sq ft) 3060.85 491.35 1112. 55 E.G. Slope (f t/ft) 0.002212 Area (Sq ft) 3060.85 491. 35 1112. 55 Q Total (cfs) 7800.00 Flow (cfs) 3931.53 2146.40 1722.06 Top Width (ft) 2048.00 Top Width (ft) 1567.39 50.00 430.61 Vel Total (ft/s) 1. 67 Avg. Vel. (ft/s) 1.28 4.37 1. 55 Max Chl Dpth (ft) 13.08 Hydr. Depth (ft) 1. 95 9 .83 2.58 Conv. Total (cfs) 165853.5 Conv. (cfs) 83597.3 45639 .6 36616.7 Length Wtd. (ft) 595.82 Wetted Per. (ft) 1567. 40 53.68 430.67 Min Ch El (ft) 226.30 Shear (lb/sq ft) 0.27 1. 26 0.36 Alpha 2.36 Stream Power (lb/ft s) 0.35 5.52 0 .55 Frctn Loss (ft) 1. 33 Cum Volume (acre-ft) 1402.38 493 .51 1706.36 C & E Loss (ft) 0 .00 Cum SA (acres) 453.70 46 .60 565.23 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. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 41088 INPUT Description: Station Elevation Data num= 41 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 252 1411 247.6 1735 239.4 1740 239.3 2469 236.1 2974 234.9 3056 234.7 3138 235.3 3226 234.5 3240 227.3 3244 225.5 3249 225.2 3255 225.6 3260 226 3277 233.3 3302 233.9 3329 234.5 3360 234.4 3419 234.4 3451 234.5 3477 234.7 3535 235 3573 235.3 3594 235.5 3641 236 3650 234.6 3651 236.2 3695 236. 4 3710 236.6 3743 237 3766 236.9 3775 236.7 3789 237.4 3798 237.6 3816 237.7 3827 238 3885 240.3 3938 242.6 3943 242.8 4002 245.5 4060 248.2 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 3226 .07 3277 .085 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 3226 3277 600 622 560 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 238.15 Element Left OB Channel Right OB Vel Head (ft) 0.10 Wt. n-Val. 0.085 0.070 0.085 w.s. Elev (ft) 238.04 Reach Len. (ft) 600.00 622.00 560.00 Crit W.S. (ft) Flow Area (sq ft) 2508.25 489.88 1437.48 E.G. Slope (ft/ft) 0.002259 Area (sq ft) 2508.25 489.88 1437.48 Q Total (cfs) 7800.00 Flow (cfs) 3407.15 2132.43 2260.42 Top Width (ft) 1802.14 Top Width (ft) 1200.01 51. 00 551.13 Vel Total (ft/s) 1. 76 Avg. Vel. (ft/s) 1. 36 4.35 1. 57 Max Chl Dpth (ft) 12.84 Hydr. Depth (ft) 2.09 9.61 2.61 Conv. Total (cfs) 164098.0 Conv. (cfs) 71680.4 44862 .5 47555.1 Length Wtd. (ft) 5!)2.57 Wetted Per. (ft) 1200.03 54.67 552.17 Min Ch El (ft) 225.20 Shear (lb/sq ft) 0 .29 1. 26 0 .37 Alpha 2.17 Stream Power (lb/ft s) 0.40 5.50 0.58 Frctn Loss (ft) 1.35 Cum Volume (acre-ft) 1364.02 486.51 1689.97 C & E Loss (ft) 0.00 Cum SA (acres) 434.65 45.88 558.92 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. CROSS SECTION REACH: Reach-1 INPUT Description: Station Elevation Sta Elev 1000 249 2547 233.6 2761 224 .4 RIVER: RIVER-1 RS: 40466 Data num= 41 Sta Elev Sta 1322 245.2 1575 2612 233.5 2676 2766 224 2772 Elev Sta Elev Sta Elev 238.7 1580 238.6 2152 234.6 233.9 2745 233.4 2757 225.8 224.6 2778 225.4 2797 232.4 2827 3033 3239 3373 3445 3720 232.9 233.2 231. 7 234.9 236 246.4 Manning's n Values Sta n Val 1000 .085 2859 3101 3250 3384 3514 233.2 233.4 234 .9 234.4 237.9 num= Sta n Val 2745 .07 2895 3145 3289 3400 3575 3 Sta 2797 233 233.9 235 235.7 240.3 n Val .085 2964 3170 3308 3411 3583 232.7 234.2 235.l 235.8 240.5 3002 3226 3347 3433 3651 Bank Sta: Left 2745 Right 2797 Lengths: Left Channel Right 560 Coeff Contr. .1 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S . Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 600 622 Profile #PF 1 236.80 0 .10 236.70 0.002291 7800.00 1618.25 1. 83 12.70 162964.1 588.55 224.00 1. 99 1. 38 0 .00 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 0.085 600 .00 1947.19 1947.19 2739.76 892.93 1. 41 2 .18 57241. 3 892.94 0.31 0.44 1333.34 420.23 233 234.7 235.4 235.8 243.4 Expan. .3 Channel 0.070 622.00 486.77 486.77 2096.03 52.00 4.31 9.36 43791.9 55.79 1.25 5.37 479.53 45 .14 Right OB 0 .085 560.00 1824.40 1824.40 2964.22 673.33 1. 62 2.71 61930.9 674.22 0.39 0. 63 1669.01 551. 05 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. CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 39844 INPUT Description: Station Elevation Data num= 41 Sta Elev Sta Elev Sta Elev Sta 1000 246 1234 242.8 1417 238 1420 2121 232.4 2168 232.2 2215 232.6 2265 2278 223.2 2282 222.9 2290 223.6 2295 2351 231. 9 2388 231.9 2430 231.6 2509 2588 231.7 2668 231.9 2719 232.5 2747 2826 228.9 2839 233.5 2884 233.6 2905 2980 232.9 2993 232.1 3012 233.9 3024 3063 234 3143 235.5 3215 237 3222 3380 244.7 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 2265 .07 2317 .085 Bank Sta: Left Right Lengths: Left Channel Right 2265 2317 600 622 560 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 235.42 Element Vel Head (ft) 0.10 Wt. n-Val. w.s. Elev (ft) 235.31 Reach Len. (ft) Crit W.S. (ft) Flow Area (sq ft) E.G. Slope (ft/ft) 0.002421 Area (sq ft) Q Total (cfs) 7800.00 Flow (cfs) Top Width (ft) 1494.11 Top Width (ft) Vel Total (ft/s) 1. 90 Avg. Vel. (ft/s) Max Chl Dpth (ft) 12.41 Hydr. Depth (ft) Conv. Total (cfs) 158535.5 Conv. (cfs) Length Wtd. (ft) 583.93 wetted Per. (ft) Min Ch El (ft) 222.90 Shear (lb/sq ft) Elev Sta 237.9 1835 232.2 2275 224.7 2317 231.1 2553 232.9 2811 233.6 2950 234 3049 238.1 3301 Coe ff Contr. .1 Left OB 0.085 600.00 1398.88 1398.88 2056.44 626.01 1. 47 2.23 41797 .2 626.03 0.34 Alpha 1. 82 Stream Power (lb/ft s) 0.50 Frctn Loss (ft) 1. 45 Cum Volume (acre-ft) 1310.29 Elev 233 224 231. 6 231. 4 233.4 233.8 233.9 241. 2 Expan. .3 Channel Right OB 0.070 0.085 622.00 560.00 466.30 2231. 81 466.30 2231. 81 1994 .62 3748.95 52 .00 816.10 4 .28 1. 68 8.97 2.73 40540.7 76197.6 56.26 817. 70 1. 25 o. 41 5.36 0.69 472.73 1642.93 C & E Loss (ft) 0.00 Cum SA (acres) 409.77 44.40 541. 47 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. CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 39222 INPUT Description: Station Elevati on Data num= 41 Sta Elev Sta Elev Sta Elev Sta 1000 243 1145 240.4 1259 237.2 1261 1695 231.1 1724 231.1 1753 231. 2 1784 1795 222 1799 221. 7 1807 222.7 1813 1876 230.9 1917 230.6 1965 230.1 2055 2144 230 .1 2234 230.3 2292 231.1 2323 2413 226 2427 232.2 ·2479 232.2 2503 2588 231 2602 229.8 2623 232.2 2637 2682 231.9 2771 233.1 2853 235.5 2861 3040 242.9 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1784 .07 1837 .085 Bank Sta: Left Right Lengths: Left Channel Right 1784 1837 600 622 560 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 233.97 Element Vel Head (ft) 0.10 Wt. n-Val. w.s. Elev (ft) 233.87 Reach Len. (ft) Crit W.S. (ft) Flow Area (sq ft) E.G. Slope (ft/ft) 0.002544 Area (sq ft) Q Total (cfs) 7800.00 Flow (cfs) Top Width (ft) 1386.61 Top Width (ft) Vel Total (ft/s) 1. 97 Avg. Vel. (ft/s) Max Chl Dpth (ft) 12.17 Hydr. Depth (ft) Conv. Total (cfs) 154646.8 Conv. (cfs) Length Wtd. (ft) 579.08 Wetted Per. (ft) Min Ch El (ft) 221. 70 Shear (lb/sq ft) Elev Sta 237 .2 1517 231.1 1792 224 1837 229.4 2105 231. 5 2396 232.2 2554 232.3 2666 235.5 2950 Coe ff Contr. .1 Left OB 0.085 600.00 826.48 826.48 1237.67 373.36 1.50 2.21 24538.7 373 .39 0.35 Alpha 1. 67 Stream Power (lb/ft s) 0.53 Frctn Loss (ft) 1. 64 Cum Volume (acre-ft) 1294 .97 C & E Loss (ft) 0.00 Cum SA (acres) 402.89 Elev 231. 5 222.7 230.7 229.8 232 .1 232.3 232 239.1 Expan. .3 Channel Right OB 0.070 0 .085 622.00 560.00 451. 27 2675 .00 451. 27 2675.00 1901. 23 4 661.10 53.00 960 .25 4.21 1. 74 8.51 2.79 37694.8 92413.3 57.81 962.88 1. 24 0 .44 5.22 0.77 466.18 1611. 39 43.65 530 .05 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. CROSS SECTION REACH: Reach-! RIVER: RIVER-1 RS: 38600 INPUT Description: Station Elevation Data num= 28 Sta Elev Sta Elev Sta 1000 240 1100 236.5 1200 1315 220.6 1324 221. 7 1357 1600 227.8 1700 228.6 1800 2000 223.2 2016 230.9 2100 2211 227.5 2235 230.4 2250 2500 233.4 2600 237 2700 Manning's n Values num= 3 Sta n Val Sta n Val Sta 1000 .085 1303 .07 1357 Bank Sta: Left Right Lengths: Left 1303 1357 155 CROSS SECTION OUTPUT Profile #PF 1 Elev 229.9 229.9 228.8 230.7 230.5 241.1 n Val .085 Channel 166 E.G. Elev (ft) 232.33 Element Sta Elev Sta Elev 1303 229.9 1310 221.1 1400 229.9 1500 228.7 1900 230.2 1981 230.8 2157 230.7 2195 229 2300 229.9 2400 230.7 Right Coe ff Contr. Expan. 92.5 .1 . 3 Left OB Channel Right OB Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) CROSS SECTION REACH: Reach-1 INPUT Description: 0.11 232.22 0.003177 7800.00 1291. 23 2.15 11. 62 138390.7 114. 55 220.60 1. 54 0.36 0.00 RIVER: RIVER-1 RS: 38434 Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Station Elevation Data num= 35 Sta Elev 1000 240.5 1210 229.6 1342 221 1613 227.4 1985 230.4 2194 228.9 2394 230.6 Manning's n Values Sta n Val 1000 . 085 Sta 1074 1318 1354 1711 2004 2210 2414 Elev 237.6 229.4 223.9 228.2 223.2 227.5 231.2 num= Sta n Val 1318 .07 Sta 1105 1320 1376 1808 2019 2233 2492 3 Sta 1376 Elev 236. 4 226.9 229.4 228.4 230.5 230 233.4 n Val .085 Sta 1122 1327 1418 1868 2101 2248 2590 Elev 235.2 220.5 229.4 229.2 230. 4 230.3 237 0.085 155.00 279.16 279.16 439.59 138.09 1. 57 2.02 7799.3 138.16 0.40 0.63 1287.35 399.36 Sta 1159 1333 1515 1906 2157 2297 2688 Bank Sta: Left 1318 Right 1376 Lengths: Left Channel 155 166 Right 92.5 Coeff Contr. .1 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) CROSS SECTION REACH : Reach-1 INPUT Description: Profile #PF 1 231. 96 0.12 231. 84 0.003160 7800 .00 1263.45 2 .19 11. 94 138754.0 117. 55 219.90 1. 66 0.37 0.00 RIVER: RIVER-1 RS: 38268 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg . Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Station Elevation Data num= 35 Sta Elev 1000 241 1220 229.2 1360 220.4 1626 227.1 1989 230 2193 228.7 2389 230.6 Manning's n Values Sta n Val 1000 .085 Sta 1078 1333 1372 1721 2007 2209 2408 Elev 237.B 228.9 223.2 227.B 223.2 227.4 231.1 num- Sta n Val 1333 .07 Sta 1110 1335 1394 1817 2023 2232 2484 3 Sta 1394 Elev 236.2 226 228.9 228 230.2 230.1 233 .3 n Val .OBS Sta 1128 1343 1435 1875 2103 2246 2580 Elev 234.9 219 .B 228.9 228 .B 230 .1 230.2 236.9 Left OB 0.085 155.00 293.73 293.73 462.37 144.82 1. 57 2.03 8225.0 144.89 0. 40 0.63 1286.33 398.86 Sta 1166 1351 1531 1912 2157 2294 2675 0.070 166.00 415.15 415.15 1816.91 54.00 4.38 7.69 32236.3 59.34 1. 39 6.07 459.99 42.89 Elev 232.7 219.9 228.3 229.B 230.5 229.B 241 Expan. . 3 Channel 0.070 166.00 463.47 463.47 2096.25 58.00 4 .52 7.99 37290.1 62.81 1. 46 6.58 458 .32 42.67 Elev 232.3 219.2 227.9 229.3 230.2 229.7 241 0.085 92.50 2931. 67 2931. 67 5543.51 1099.14 1. 89 2.67 98355.1 1102. 70 0.53 1. 00 1575.35 516.82 Right OB 0.085 92 .50 2798.82 2798.82 5241.39 1060.63 1. 87 2. 64 93238.9 1063.91 0.52 0.97 1569.27 514. 52 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan . 1333 1394 155 166 92.5 .1 . 3 CROSS SECTION OUTPUT Profile ltPF 1 E.G. Elev (ft) 231.59 Element Left OB Channel Right OB Vel Head (ft) 0 .14 Wt. n-Val. 0.085 0.070 0 .085 w.s. Elev (ft) 231. 45 Reach Len. (ft) 155.00 166.00 92.50 Crit W.S. (ft) Flow Area (sq ft) 314. 92 511. 30 2648.42 E.G. Slope (ft/ft) 0.003173 Area (sq ft) 314. 92 511. 30 2648.42 Q Total (cfs) 7800.00 Flow (cfs) 503.51 2398.61 4897 .88 Top Width (ft) 1239.16 Top Width (ft) 152.15 61 .00 1026.01 Vel Total (ft/s) 2.24 Avg. Vel. (ft/s) 1. 60 4.69 1. 85 Max Chl Dpth (ft) 12.25 Hydr. Depth (ft) 2.07 8 .38 2.58 Conv. Total (cfs) 138473.2 Conv. (cfs) 8938.8 42582 .5 86951. 9 Length Wtd. (ft) 120.93 Wetted Per. (ft) 152 .22 65 .79 1029.00 Min Ch El (ft) 219.20 Shear (lb/sq ft) 0. 41 1. 54 0.51 Alpha 1. 80 Stream Power (lb/ft s) 0.66 7.22 0.94 Frctn Loss (ft) 0.39 Cum Volume (acre-ft) 1285 .25 456 . 46 1563.49 C & E Loss (ft) 0.00 Cum SA (acres) 398.33 42 .45 512 .31 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 38012 INPUT Description: Station Elevation Data num= 35 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 241. 5 1081 237.9 1115 236.1 1133 234.6 1174 231. 9 1229 228.9 1348 228.4 1351 225.1 1360 219.2 1368 218.6 1378 219.7 1391 222.5 1413 228.4 1453 228.4 1546 227.4 1639 226.7 1732 227.4 1825 227.6 1882 228.4 1918 228.9 1994 229.6 2011 223.2 2026 229.8 2104 229.8 2157 230 2193 228.6 2218 227.4 2230 229.9 2244 230 2290 229.6 2383 230.5 2472 231.1 2476 233.3 2569 236.9 2663 240.9 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1348 .07 1413 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1348 1413 155 166 92.5 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 231.19 Element Left OB Channel Right OB Vel Head (ft) 0.16 Wt. n-Val. 0.085 0.070 0.085 w.s. Elev (ft) 231. 03 Reach Len. (ft) 155.00 166.00 92.50 Crit W.S. (ft) Flow Area (sq ft) 324.70 560.40 2510.55 E.G. Slope (ft/ft) 0.003315 Area (sq ft) 324.70 560. 40 2510.55 Q Total (cfsJ 7800.00 Flow (cfs) 528.07 2757.46 4514 .47 Top Width (ft) 1271. 55 Top Width (ft) 158.04 65.00 1048.51 Vel Total (ft/s) 2.30 Avg. Vel. (ft/s) 1. 63 4.92 1. 80 Max Chl Dpth (ft) 12.43 Hydr. Depth (ft) 2.05 8 . 62 2.39 Conv. Total (cfs) 135466.0 Conv. (cfs) 9171. 2 47890.0 78404.7 Length Wtd. (ft) 124.29 Wetted Per. (ft) 158.10 69.38 1051.41 Min Ch El (ft) 218.60 Shear (lb/sq ft) 0.43 1. 67 0.49 Alpha 2.01 Stream Power (lb/ft s) 0.69 8.23 0.89 Frctn Loss (ft) 0.41 Cum Volume (acre-ft) 1284 .11 454 .42 1558.01 C & E Loss (ft) 0.00 Cum SA (acres) 397.78 42 .21 510.11 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 37936 INPUT Description: Station Elevation Data num= 35 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 242 1085 238 1120 235.9 1139 234.3 1181 231. 5 1239 228.6 1362 227.9 1366 224.2 1376 218.6 1386 217.9 1396 219 1409 221. 7 1432 227.9 1471 227.9 1561 227 1652 226.3 1743 227 1833 227.2 1889 227.9 1924 228.5 1998 229.3 2015 223.2 2029 229.4 2106 229.5 2157 229.7 2192 228.5 2206 227.3 2228 229.7 2242 229.9 2287 229.5 2378 230.5 2396 231 2469 233.3 2559 236.9 2650 240.9 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1362 .07 1432 .085 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 1362 1432 155 166 92.5 . l .3 CROSS SECTION OUTPUT Profile #PF l E.G. Elev (ft) 230 .79 Element Left OB Channel Right OB Vel Head (ft) 0.18 Wt. n-Val. 0.085 0.070 0.085 w.s. Elev (ft) 230 .60 Reach Len. (ft) 155.00 166.00 92.50 Crit W.S. (ft) Flow Area (sq ft) 329.62 622.10 2323.31 E.G. Slope (ft/ft) 0.003224 Area (sq ft) 329.62 622.10 2323.31 Q Total (cfs) 7800.00 Flow (cfs) 522.97 3097.62 4179.41 Top Width (ft) 1182. 80 Top Width (ft) 163.07 70.00 949.73 Vel Total (ft/s) 2.38 Avg. Vel. (ft/s) l. 59 4.98 l. 80 Max Chl Dpth (ft) 12.70 Hydr. Depth (ft) 2.02 8.89 2.45 Conv. Total (cfs) 137364.0 Conv. (cfs) 9210 .0 54551. 4 73602.6 Length Wtd. (ft) 127.38 Wetted Per. (ft) 163.12 74.09 952.34 Min Ch El (ft) 217.90 Shear (lb/sq ft) 0.41 l. 69 0.49 Alpha 2.07 Stream Power (lb/ft s) 0.65 8.42 0.88 Frctn Loss (ft) 0.41 Cum Volume (acre-ft) 1282.95 452.16 1552.88 c & E Loss (ft) 0.00 Cum SA (acres) 397.21 41. 95 507.98 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 37770 INPUT Description: Station Elevation Data num= 35 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 242.5 1088 238.1 1125 235.8 1145 234.1 1189 231.1 1249 228.3 1377 227.4 1381 223.3 1393 217.9 1404 217.2 1414 218.3 1427 221 1450 227.4 1488 227.4 1577 226.6 1665 226 1753 226.6 1842 226.8 1895 227.5 1930 228.1 2002 228.8 2019 223.2 2033 229 2107 229.2 2157 229.5 2191 228.3 2215 227.3 2226 229.6 2240 229.7 2284 229.4 2372 230.4 2380 230.9 2461 233.3 2549 236.9 2638 240.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1377 .07 1450 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1377 1450 155 166 92.5 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 230.37 Element Left OB Channel Right OB Vel Head (ft) 0.20 Wt. n-Val. 0.085 0.070 0.085 w.s. Elev (ft) 230.17 Reach Len. (ft) 155.00 166.00 92.50 Crit W.S. (ft) Flow Area (sq ft) 334 .68 671. 32 2173.21 E.G. Slope (ft/ft) 0.003208 Area (sq ft) 334.68 671. 32 2173.21 Q Total (cfs) 7800.00 Flow (cfs) 524 .30 3415.22 3860.48 Top Width (ft) 1143. 00 Top Width (ft) 168.10 73.00 901. 89 Ve! Total (ft/s) 2.45 Avg. Vel. (ft/s) l. 57 5.09 l. 78 Max Chl Dpth (ft) 12.97 Hydr. Depth (ft) l. 99 9.20 2.41 Conv. Total (cfs) 137723. 1 Conv. (cfs) 9257.4 60301. 9 68163.8 Length Wtd. (ft) 130.48 Wetted Per. (ft) 168.15 77.12 904.25 Min Ch El (ft) 217 .20 Shear (lb/sq ft) 0.40 l. 74 0.48 Alpha 2.17 Stream Power (lb/ft s) 0.62 8.87 0.85 Frctn Loss (ft) 0.41 Cum Volume (acre-ft) 1281.77 449.70 1548.10 C & E Loss (ft) 0 .00 Cum SA (acres) 396. 62 41. 68 506.02 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 37604 INPUT Description: Station Elevation Data num= 35 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 243 1091 238.3 1129 235.6 1150 233.8 1196 230.7 1259 227.9 1392 226.9 1396 222.4 1409 217.3 1422 216.5 1432 217.7 1445 220.3 1469 226.9 1506 227 1592 226 .2 1678 225.6 1764 226.2 1850 226. 4 1902 227.1 1936 227.6 2006 228.4 2022 223.2 2036 228.7 2108 228 .9 2158 229.2 2190 228.2 2204 227.2 2225 229.4 2238 229 .5 2281 229.3 2387 230.4 2394 230.9 2453 233.2 2539 236.8 2625 240.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1392 .07 1469 .085 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 1392 1469 155 166 92.5 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 229.96 Element Left OB Channel Right OB Vel Head (ft) 0.22 Wt. n-Val. 0.085 0.070 0.085 w.s. Elev (ft) 229.74 Reach Len. (ft) 155.00 166.00 92.50 Crit W.S. (ft) Flow Area (sq ft) 349.23 729 .20 2025.82 E.G. Slope (ft/ft) 0.003130 Area (sq ft) 349.23 729 .20 2025.82 Q Total (cfs) 7800.00 Flow (cfs) · 542.52 3740.26 3517.22 Top Width (ft) 1105.75 Top Width (ft) 174.39 77.00 854.36 Vel Total (ft/s) 2.51 Avg. Vel. (ft/s) 1. 55 5 .13 1. 74 Max Chl Dpth (ft) 13.24 Hydr. Depth (ft) 2.00 9 .47 2.37 Conv. Total (cfs) 139428.5 Conv. (cfs) 9697 .8 66858.8 62871. 8 Length Wtd. (ft) 132.78 Wetted Per. (ft) 174.43 81. 23 856.41 Min Ch El (ft) 216.50 Shear (lb/sq ft) 0 .39 1. 75 0. 46 Alpha 2.24 Stream Power (lb/ft s) 0.61 9.00 0 .80 Frctn Loss (ft) 0.39 Cum Volume (acre-ft) 1280 .55 447.03 1543.64 C & E Loss (ft) 0.00 Cum SA (acres) 396.01 41. 39 504 .15 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 37438 INPUT Description: Station Elevation Data num= 35 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 243.5 1095 238.4 1134 235.5 1156 233.5 1203 230.3 1259 227.6 1407 226.4 1412 221. 5 1426 216.7 1439 215.8 1450 217 1463 219.5 1488 226. 4 1524 226.5 1607 225.8 1691 225.2 1775 225.8 1859 226 1909 226.6 1942 227.2 2010 228 2026 223.2 2043 228.3 2110 228.7 2158 229 2189 228.1 2213 227.2 2223 229.2 2236 229.4 2277 229 .3 2361 230.3 2378 230.8 2445 233.2 2529 236.8 2613 240.7 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1407 .07 1488 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1407 1488 155 166 92.5 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 229.57 Element Left OB Channel Right OB Vel Head (ft) 0 .21 Wt . n-Val. 0 .085 0.070 0.085 w.s. Elev (ft) 229.36 Reach Len. (ft) 155.00 166.00 92.50 Crit W.S. (ft) Flow Area (sq ft) 381. 38 788.35 1947.16 E.G. Slope (ft/ft) 0.002738 Area (sq ft) 381.38 788.35 1947.16 Q Total (cfs) 7800.00 Flow (cfs) 565.99 3863.28 3370.73 Top Width (ft) 1040.47 Top Width (ft) 184.50 81. 00 774.96 Vel Total (ft/s) 2.50 Avg. Vel. (ft/s) 1. 48 4.90 1. 73 Max Chl Dpth (ft) 13.56 Hydr. Depth (ft) 2.07 9.73 2 .51 Conv. Total (cfs) 149067.0 Conv. (cfs) 10816.7 73831. 8 64418.5 Length Wtd. (ft) 135.30 Wetted Per. (ft) 184 .55 85 .07 776.67 Min Ch El (ft) 215.80 Shear (lb/sq ft) 0 .35 1. 58 0.43 Alpha 2.13 Stream Power (lb/ft s) 0.52 7.76 0.74 Frctn Loss (ft) 0.37 Cum Volume (acre-ft) 1279.25 444 .14 1539.42 C & E Loss (ft) 0.00 Cum SA (acres) 395 .37 41. 09 502.42 Warning: Divided flow computed for this cross-section. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 37272 INPUT Description: Station Elevation Data num= 35 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 244 1098 238.5 1139 235.3 1162 233.3 1211 229.9 1278 227.3 1422 225.9 1427 220.6 1442 216 1457 215.2 1468 216.3 1482 218.8 1506 225.9 1541 226 1623 225.3 1704 224.9 1786 225.4 1867 225.6 1916 226.2 1948 226.8 2014 227 .7 2030 228.2 2043 227.9 2111 228.4 2158 228.7 2189 228 2202 227.2 2221 229 2233 229 .2 2274 229.2 2356 230.3 2372 230.7 2437 233.2 2519 236 .8 2600 240.7 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1422 .07 1506 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1422 1506 155 166 92.5 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 229.20 Element Left OB Channel Right OB Vel Head (ft) 0.23 Wt. n-Val. 0.085 0.070 0.085 w.s. Elev (ft) 228.96 Reach Len. (ft) 155.00 166.00 92.50 Crit W.S. (ft) Flow Area (sq ft) 375.98 852.83 1781. 36 E.G. Slope (ft/ft) 0.002711 Area (sq ft) 375.98 852.83 1781. 36 Q Total (cfs) 7800.00 Flow (cfs) 545.31 4274.47 2980.22 Top Width (ft) 985.48 Top Width (ft) 186.87 84.00 714. 61 Vel Total (ft/s) 2.59 Avg. Vel . (ft/s) 1. 45 5.01 1. 67 Max Chl Dpth (ft) 13 . 76 Hydr. Depth (ft) 2.01 10.15 2. 49 Conv. Total (cfs) 149818.5 Conv. (cfs) 10474.0 82102.0 57242. 5 Length Wtd. (ft) 137 .55 wetted Per. (ft) 186.90 88.30 714.77 Min Ch El (ft) 215.20 Shear (lb/sq ft) 0.34 1. 63 0.42 Alpha 2.23 Stream Power (lb/ft s) 0. 49 8.19 0. 71 Frctn Loss (ft) 0 .35 Cum Volume (acre-ft) 1277.90 441.01 1535.47 C & E Loss (ft) 0.01 Cum SA (acres) 394. 71 40.78 500.84 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 37106 INPUT Description: Station Elevation Data num= 35 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 244.5 1102 238.6 1144 235.2 1167 233 1218 229.5 1288 227 1437 225.4 1442 219.8 1459 215.4 1475 214.5 1485 215.7 1500 218.1 1525 225.4 1559 225.5 1638 224.9 1717 224.5 1796 225 1875 225.4 1923 225.8 1954 226.3 2019 227.3 2034 223.2 2046 227.6 2113 228.1 2158 228.5 2188 227.8 2201 227.1 2220 228.9 2231 229 2271 229.1 2350 230.2 2366 230.7 2429 233.2 2508 236.7 2588 240.6 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1437 .07 1525 .085 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 1437 1525 155 166 92.5 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 228.85 Element Left OB Channel Right OB Vel Head (ft) 0.21 Wt. n-Val. 0.085 0.070 0.085 w.s. Elev (ft) 228.63 Reach Len. (ft) 155.00 166.00 92 .50 Crit W.S. (ft) Flow Area (sq ft) 399.98 920 .11 1812.62 E.G. Slope (ft/ft) 0.002323 Area (sq ft) 399.98 920.11 1812.62 Q Total (cfs) 7800.00 Flow (cfs) 544.52 4357.69 2897.79 Top Width (ft) 974.93 Top Width (ft) 194.74 88.00 692.19 Vel Total (ft/s) 2. 49 Avg. Vel. (ft/s) 1. 36 4.74 1. 60 Max Chl Dpth (ft) 14.13 Hydr. Depth (ft) 2.05 10.46 2.62 Conv. Total (cfs) 161817.3 Conv. (cfs) 11296.5 90403.7 60117 .1 Length Wtd. (ft) 138.55 Wetted Per. (ft) 194.78 92. 40 693.64 Min Ch El (ft) 214.50 Shear (lb/sq ft) 0.30 1. 44 0.38 Alpha 2.20 Stream Power (lb/ft s) 0.41 6.84 0 .61 Frctn Loss (ft) 0.29 Cum Volume (acre-ft) 1276.52 437 .63 1531. 65 C & E Loss (ft) 0 .01 Cum SA (acres) 394.03 40 .45 499.35 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 36940 INPUT Description: Station Elevation Data num= 35 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 245 1105 238.8 1149 235 1173 232.7 1226 229.1 1298 226.6 1452 224.9 1457 218.9 1475 214.8 1493 213.8 1503 215 1518 217.3 1544 224.9 1577 225 1653 224.5 1730 224.1 1807 224.6 1884 224.8 1930 225.3 1961 225.9 2023 226.9 2037 223.2 2050 227.2 2114 227.8 2158 228.2 2187 227.7 2199 227.1 2218 228.7 2229 228.9 2268 229 2345 230.2 2360 230.6 2421 233.1 2498 236.7 2575 240.6 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1452 .07 1544 .085 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 1452 1544 155 166 92.5 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 228.55 Element Left OB Channel Right OB Vel Head (ft) 0.19 Wt . n-Val . 0.085 0.070 0.085 w.s. Elev (ft) 228.36 Reach Len. (ft) 155 .00 166.00 92 .50 Crit W.S . (ft) Flow Area (sq ft) 445.71 1003.70 1837.85 E.G. Slope (ft/ft) 0.001933 Area (sq ft) 445.71 1003.70 1837.85 Q Total (cfs) 7800.00 Flow (cfs) 575.67 4459.34 2764.99 Top Width (ft) 966.48 Top Width (ft) 204.57 92.00 669.91 Vel Total (ft/s) 2.37 Avg. Vel. (ft/s) 1. 29 4.44 1. 50 Max Chl Dpth (ft) 14.56 Hydr. Depth (ft) 2.18 10.91 2.74 Conv. Total (cfs) 177406.9 Conv. (cfs) 13093.3 101425.4 62888.2 Length Wtd. (ft) 139.66 Wetted Per. (ft) 204.61 96.63 671. 09 Min Ch El (ft) 213.80 Shear (lb/sq ft) 0.26 1. 25 0.33 Alpha 2.17 Stream Power (lb/ft s) 0.34 5.57 0.50 Frctn Loss (ft) 0.25 Cum Volume (acre-ft) 1275.02 433.97 1527.77 C & E Loss (ft) 0.01 Cum SA (acres) 393.32 40.11 497.90 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 36774 INPUT Description: Station Elevation Data num= 35 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 245.3 1109 238.9 1154 234.9 1179 232.4 1233 228.6 1308 226.3 1466 224.5 1473 218 1492 214.1 1510 213.1 1521 214. 3 1536 216.6 1562 224.5 1594 224.5 1669 224.1 1743 223.8 1818 224.2 1892 224.4 1937 224.9 1967 225.5 2027 226.5 2041 223.2 2053 226.8 2116 227.5 2158 228 2186 227.6 2198 227 2216 228.5 2227 228 .7 2265 228.9 2339 230.1 2354 230.6 2414 233 .1 2488 236.7 2563 240.5 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1466 .07 1562 .085 Bank Sta: Left Right Lengths : Left Channel Right Coe ff Contr. Expan. 1466 1562 155 166 92.5 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 228.29 Element Left OB Channel Right OB Ve l Head (ft) 0.17 Wt. n-Val. 0.085 0 .070 0.085 w.s. Elev (ft) 228.12 Reach Len. (ft) 155.00 166 .00 92.50 Cri t W.S . (ft) Flow Area (sq ft) 483.51 1084 .15 1858.97 E.G. Slope (ft/ft) 0.001645 Area (sq ft) 483.51 1084 .15 1858.97 Q Total (cfs) 7800 .00 Flow (cfs) 584.27 4560.94 2654.79 Top Width (ft) 962.73 Top Width (ft) 217.31 96.00 649.43 Vel Total (ft/s) 2.28 Avg. Vel. (ft/s) 1. 21 4.21 1. 43 Max Chl Dpth (ft) 15.02 Hydr. Depth (ft) 2.22 11. 29 2.86 Conv. Total (cfs ) 192291.8 Conv. (cfs) 14403.8 112439.9 65448 .1 Length Wtd. (ft) 140.12 Wetted Per. (ft) 217.35 100.39 650.43 Min Ch El (ft) 213 .10 Shear (lb/sq ft ) 0.23 1.11 0.29 Alpha 2.15 Stream Power (lb/ft s) 0.28 4. 67 0.42 Frctn Loss (ft) 0.20 Cum Volume (acre-ft) 1273.36 429.99 1523.85 C & E Loss (ft) 0.01 Cum SA (acres) 392 .57 39.75 496.50 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 36608 INPUT Description: Station Elevation Data num= 35 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 246 1112 239 1159 234.7 1184 232 .2 1241 228.2 1318 226 1481 224 1488 217.1 1509 213.5 1528 212.4 1539 213.7 1554 215.9 1581 224 1612 224 1684 223.7 1756 223.4 1828 223 1900 224 1944 224.5 1973 225.1 2031 226.1 2045 223.2 2056 226.5 2117 227.2 2158 227.7 2186 227.4 2197 227 2214 228.4 2225 228.6 2261 228 .8 2333 230.1 2348 230.5 2406 233.1 2478 236.7 2550 240.4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1481 .07 1581 .085 Bank Sta: Left Ri ght Lengths: Left Channel Right Coe ff Contr. Expan. 1481 1581 155 166 92.5 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 228.08 Element Left OB Channel Right OB Vel Head (ft) 0.14 Wt. n-Val. 0.085 0.070 0.085 w.s. Elev (ft) 227.93 Reach Len. (ft) 155.00 166.00 92.50 Crit W.S. (ft) Flow Area (sq ft) 543.83 1178.06 1970.45 E.G. Slope (ft/ft ) 0.001300 Area (sq ft) 543.83 1178.06 1970.45 Q Total (cfs) 7800.00 Flow (cfs) 607.15 4531.19 2661. 67 Top Width (ft) 958.06 Top Width (ft) 230.71 100.00 627.35 Vel Total (ft/s) 2 .11 Avg. Vel. (ft/s) 1.12 3.85 1.35 Max Chl Dpth (ft) 15 .53 Hydr. Depth (ft) 2.36 11. 78 3.14 Conv. Total (cfs ) 216299.4 Conv. (cfs) 16836.6 125652. 9 73809.9 Length Wtd. (ft) 140.77 Wetted Per . (ft) 230.75 104.59 628. 21 Min Ch El (ft) 212.40 Shear (lb/sq ft) 0.19 0.91 0.25 Alpha 2.09 Stream Power (lb/ft s) 0.21 3.52 0 .34 Frctn Loss (ft) 0.17 Cum Volume (acre-ft) 1271. 54 425.68 1519.78 C & E Loss (ft) 0.00 Cum SA (acres) 391. 78 39.37 495.15 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 36442 INPUT Description: Station Elevation Data num= 35 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 246.5 1116 239.1 1164 234.6 1190 231. 9 1248 227 .8 1327 225.7 1496 223.5 1503 216.2 1525 212.9 1546 211. 8 1557 213 1573 215.1 1599 223.5 1629 223.5 1699 223 .2 1769 223 1839 223.5 1909 223.7 1951 224 1979 224.6 2035 225.7 2049 223.2 2060 226.1 2118 226.9 2158 227.5 2185 227.3 2196 226.9 2213 228.2 2223 228.4 2258 228.7 2328 230 2342 230.4 2398 233 2468 236.6 2538 240.4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1496 .07 1599 .085 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 1496 1599 155 166 92.5 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 227.91 Element Left OB Channel Right OB Vel Head (ft) 0.13 Wt. n-Val. 0.085 0 .070 0.085 w.s. Elev (ft) 227.78 Reach Len. (ft) 155.00 166.00 92.50 Crit W.S. (ft) Flow Area (sq ft) 618.28 1279.73 1985 .61 E.G. Slope (ft/ft) 0.001079 Area (sq ft) 618.28 1279.73 1985.61 Q Total (cfs) 7800.00 Flow (cfs) 654.07 4639.65 2506.28 Top Width (ft) 958. 65 Top Width (ft) 247 .17 103.00 608.48 Vel Total (ft/s) 2.01 Avg. Vel. (ft/s) 1. 06 3.63 1. 26 Max Chl Dpth (ft) 15.98 Hydr. Depth (ft) 2.50 12.42 3.26 Conv. Total (cfs) 237491. 6 Conv. (cfs) 19914. 9 141266. 5 76310.3 Length Wtd. (ft) 141. 75 Wetted Per. (ft) 247.21 107.91 609.15 Min Ch El (ft) 211. 80 Shear (lb/sq ft) 0.17 0.80 0.22 Alpha 2.09 Stream Power (lb/ft s) 0.18 2.90 0.28 Frctn Loss (ft) 0.14 Cum Volume (acre-ft) 1269.47 421. 00 1515.58 C & E Loss (ft) 0.01 Cum SA (acres) 390.93 38 .99 493.83 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 36276 INPUT Description: Station Elevation Data num= 35 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 247 1119 239.3 1169 234.4 1196 231. 6 1255 227.4 1337 225.3 1511 223 1518 215.4 1542 212.3 1564 211.1 1575 212.3 1591 214. 4 1618 223 1647 223 1715 222.8 1782 222.7 1850 223.1 1917 223.3 1958 223 .6 1985 224.2 2039 225.3 2052 223.2 2063 225.7 2120 226.6 2158 227.2 2184 227.2 2195 226.9 2211 228 2221 228.2 2255 228.6 2322 230 2336 230.4 2390 233 2457 236.6 2525 240.3 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1511 .07 1618 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1511 1618 155 166 92.5 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 227.77 Element Left OB Channel Right OB Vel Head (ft) 0 .11 Wt. n-Val. 0.085 0.070 0.085 w.s. Elev (ft) 227.65 Reach Len. (ft) 155.00 166.00 92.50 Crit W.S. (ft) Flow Area (sq ft) 717.32 1387 .68 2056.03 E.G. Slope (ft/ft) 0.000866 Area (sq ft) 717.32 1387.68 2056.03 Q Total (cfs) 7800.00 Flow (cfs) 726.52 4638.31 2435.16 Top Width (ft) 954.56 Top Width (ft) 259.58 107.00 587.98 Vel Total (ft/s) 1. 87 Avg. Vel. (ft/s) 1. 01 3.34 1.18 Max Chl Dpth (ft) 16.55 Hydr. Depth (ft) 2.76 12. 97 3.50 Conv. Total (cfs) 265073.3 Conv. (cfs) 24690.0 157627.3 82756.0 Length Wtd. (ft) 142.26 Wetted Per. (ft) 259.63 112.10 588.49 Min Ch El (ft) 211.10 Shear (lb/sq ft) 0.15 0.67 0.19 Alpha 2.04 Stream Power (lb/ft s) 0.15 2.24 0.22 Frctn Loss (ft) 0 .11 Cum Volume (acre-ft) 1267.09 415.91 1511. 29 C & E Loss (ft) 0.00 Cum SA (acres) 390.02 38.59 492.56 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 36110 INPUT Description: Station Elevation Data num= 35 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 247.5 1123 239.4 1174 234.3 1202 231.4 1263 227 1347 225 1526 222.5 1534 214 . 4 1558 211. 6 1581 210.4 1593 211. 6 1609 213.7 1637 222.5 1665 222.5 1730 222.4 1795 222.3 1860 222.7 1926 222.9 1965 223.2 1991 223.8 2044 224.9 2056 223.2 2066 225.3 2121 226.3 2158 227 2183 227 2194 226.9 2209 227.9 2219 228.1 2252 228.5 2317 229.9 2330 230.3 2382 233 2447 236.6 2513 240.3 Manning's n Values num= 3 Sta 1000 n Val .085 Sta 1526 n Val .07 Sta 1637 n Val .085 Bank Sta: Left 1526 Right 1637 Lengths: Left Channel 155 166 Right 92.5 Coeff Contr. .1 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft) CROSS SECTION REACH: Reach-1 INPUT Description: 227.65 0.10 227.56 0.000693 7800.00 948.56 1. 75 17.16 296205.6 142.64 210.40 2.00 0.09 o.oo RIVER: RIVER-1 RS: 35944 Element Wt. n-Val . Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 0.085 155.00 814.24 814.24 780.89 270.71 0.96 3.01 29654.3 270.78 0.13 0.12 1264.37 389.08 Station Elevation Data num= Elev 239.5 35 Sta Elev 1000 248 1357 224.7 1611 211 1808 221.9 2048 224.5 2182 226.9 2311 229.9 Manning's n Values Sta n Val 1000 . 085 Sta 1126 1541 1627 1871 2060 2192 2324 222 212.9 222.3 223.2 226.8 230.2 num= Sta n Val 1541 .07 Sta 1178 1549 1655 1934 2070 2208 2374 3 Sta 1655 Elev 234.1 213.5 222 222.5 225 227.7 233 n Vai .085 Sta 1207 1575 1682 1972 2123 2217 2437 Elev 231.1 211 222 222.7 226 227.9 236.5 Sta 1270 1599 1745 1997 2159 2248 2500 Bank Sta: Left 1541 Right 1655 Lengths: Left Channel 155 166 Right 92.5 Coeff Contr. .1 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) CROSS SECTION REACH: Reach-1 INPUT Description: Profile #PF 1 227.56 0.08 227.48 0.000559 7800.00 946.33 1. 64 17.78 329834.2 143.09 209.70 1. 96 0.07 0.00 RIVER: RIVER-1 RS: 35778 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Station Elevation Data num= 35 Sta Elev 1000 248.5 1367 224.4 1629 210.3 Sta 1130 1555 1645 Elev 239.6 221. 5 212.2 Sta 1183 1564 1674 Elev 234 212 .7 221. 5 Sta 1213 1591 1700 Elev 230.8 210.4 221. 6 Left OB 0.085 155.00 923.83 923.83 839.73 283.28 0.91 3.26 35509.4 283.36 0.11 0.10 1261. 28 388.09 Sta 1278 1617 1761 Expan . . 3 Channel 0 .070 166.00 1504.96 1504.96 4 641. 4 7 111. 00 3.08 13. 56 176260.1 116.13 0.56 1. 73 410.40 38.17 Elev 226.6 209.7 222 223.3 226.8 228.4 240.2 Expan. .3 Channel 0.070 166.00 1619.53 1619.53 4622.56 114. 00 2.85 14.21 195471. 6 119.45 0.47 1. 35 404.45 37.74 Elev 226.2 209 221. 5 Right OB 0.085 92.50 2134.76 2134.76 2377.64 566.85 1.11 3.77 90291. 2 567 .24 0.16 0.18 1506.84 491.34 Right OB 0.085 92.50 2225.28 2225.28 2337. 71 549.04 1. 05 4.05 98853.2 549.34 0.14 0.15 1502.21 490.15 1821 221. 6 1882 221. 9 1942 222.l 1979 222.3 2003 222.9 2052 224.1 2064 223.2 2073 224.6 2124 225.7 2159 226.5 2182 226.8 2191 226.8 2206 227.5 2215 227 .7 2245 228.3 2306 229.8 2318 230.2 2366 232.9 2427 236.5 2488 240.2 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1555 .07 1674 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan . 1555 1674 155 166 92.5 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 227.48 Element Left OB Channel Right OB Vel Head (ft) 0.07 Wt. n-Val. 0.085 0.070 0.085 w.s. Elev (ft) 227.41 Reach Len. (ft) 155.00 166.00 92.50 Crit W.S . (ft) Flow Area (sq ft) 1037.77 1759.86 2297.93 E.G. Slope (ft/ft) 0.000451 Area (sq ft) 1037.77 1759.86 2297.93 Q Total (cfs) 7800.00 Flow (cfs) 892.51 4640.61 2266.88 Top Width (ft) 943.31 Top Width (ft) 294.15 119.00 530.16 Vel Total (ft/s) 1. 53 Avg. Vel. (ft/s) 0. 86 2.64 0.99 Max Chl Dpth (ft) 18.41 Hydr. Depth (ft) 3.53 14. 79 4.33 Conv. Total (cfs) 367359.1 Conv. (cfs) 42034.9 218560.4 106763.8 Length Wtd. (ft) 143. 67 Wetted Per. (ft) 294.24 124.36 530.36 Min Ch El (ft) 209.00 Shear (lb/sq ft) 0.10 0 . 40 0.12 Alpha 1. 92 Stream Power (lb/ft s ) 0.09 1. 05 0.12 Frctn Loss (ft) 0 .06 Cum Volume (acre-ft) 1257.79 398 .01 1497. 41 C & E Loss (ft) 0 .00 Cum SA (acres) 387.07 37.30 489.01 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 35612 INPUT Description: Station Elevation Data num= 35 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 249 1133 239.8 1188 233.8 1219 230.5 1285 225.8 1376 224 1570 221 1579 211. 8 1608 209.7 1635 208.4 1647 209.6 1664 211.5 1693 221 1718 221.1 1776 221.1 1834 221.2 1892 221.5 1951 221. 7 1986 221. 9 2009 222.5 2056 223.7 2067 223.2 2077 224.2 2125 225.4 2159 226.3 2181 226.6 2190 226.7 2204 227.4 2213 227.6 2242 228.2 2300 229.8 2312 230.1 2358 232.9 2417 236.5 2475 240.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1570 .07 1693 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1570 1693 155 166 92.5 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 227.42 Element Left OB Channel Right OB Vel Head (ft) 0.06 Wt. n-Val. 0.085 0.070 0.085 w.s. Elev (ft) 227.36 Reach Len. (ft) 155.00 166.00 92.50 Crit W.S. (ft) Flow Area (sq ft) 1184. 74 1903.36 2369.11 E.G. Slope (ft/ft) 0.000362 Area (sq ft) 1184.74 1903.36 2369.11 Q Total (cfs) 7800.00 Flow (cfs) 970.06 4635.79 2194.15 Top Width (ft) 940.21 Top Width (ft) 306.95 123.00 510.26 Vel Total (ft/s) 1. 43 Avg. Vel . (ft/s) 0.82 2.44 0.93 Max Chl Dpth (ft) 18.96 Hydr. Depth (ft) 3.86 15.47 4. 64 Conv. Total (cfs) 409678.4 Conv. (cfs) 50950.3 243484.9 115243. 2 Length Wtd. (ft) 144.19 Wetted Per. (ft) 307 .05 128.66 510.39 Min Ch El (ft) 208.40 Shear (lb/sq ft) 0 .09 0.33 0.11 Alpha 1. 88 Stream Power (lb/ft s) 0.07 0.82 0.10 Frctn Loss (ft) 0.05 Cum Volume (acre-ft) 1253.83 391. 03 1492 .46 C & E Loss (ft) 0.00 Cum SA (acres) 386.00 36.84 487 .90 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 35446 INPUT Description: Station Elevation Sta Elev 1000 249.5 1386 223.7 1665 209 1847 220.8 2060 223.3 2180 226.5 2295 229.7 Manning's n Values Sta n Val 1000 . 085 Data Sta 1137 1585 1682 1903 2071 2189 2306 num= Elev 239.9 220.5 210.7 221.1 223.2 226.7 230.1 num= Sta n Val 1585 .07 35 Sta 1193 1595 1711 1959 2080 2202 2351 3 Sta 1711 Elev 233.7 210.9 220.5 221. 3 223.9 227.2 232.9 n Val .085 Sta 1224 1624 1735 1993 2127 2211 2407 Elev 230.3 209.1 220.6 221.4 225.1 227 .4 236.5 Sta 1293 1652 1791 2015 2159 2239 2463 Bank Sta: Left 1585 Right 1711 Lengths: Left Channel Right 92 .5 Coeff Contr. .1 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft) CROSS SECTION REACH: Reach-1 INPUT Description: 155 166 Profile #PF 1 227.37 0.05 227.32 0.000300 7800.00 941.49 1.35 19.62 450140.3 144.75 207.70 1. 86 0.04 0.00 RIVER: RIVER-1 RS: 35280 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Station Elevation Data num= 12 Sta 1230 1700 Sta Elev 1000 250 1610 210 2300 230 Manning's n Values Sta n Val 1000 . 085 Sta 1140 1670 2450 Elev 240 207 240 num= Sta n Val 1600 .07 3 Sta 1730 Elev 235 210 n Val .085 Sta 1300 1730 Bank Sta: Left 1600 Right 1730 Lengths: Left Channel Right 1050 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E .G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 700 1080 Profile #PF 1 227.33 0.05 227.29 0.000248 7800.00 925.54 1. 27 20.29 495575.1 983.86 207.00 1. 82 0.50 0.01 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Elev 225 220 Left OB 0.085 155.00 1322.61 1322.61 1033.64 319.05 0.78 4.15 59651. 8 319.16 0 .08 0.06 1249.37 384.88 Sta 1600 2000 Coeff Contr. .1 Left OB 0.085 700.00 1454 .11 1454 .11 1106.40 316.00 0.76 4. 60 70295.2 316.21 0.07 0.05 1244.43 383.75 Elev 225.4 207.7 220.7 222.1 226 228.2 240.1 Expan. . 3 Channel 0.070 166.00 2031. 82 2031.82 4631.26 126.00 2.28 16.13 267271.6 131. 71 0.29 0.66 383.53 36.36 Elev 220 221 Expan . .3 Channel 0.070 1080.00 2182.19 2182.19 4638.38 130 .00 2 .13 16.79 294700.6 135 .99 0.25 0 .53 375.50 35 .88 Right OB 0.085 92.50 2439.15 2439.15 2135.09 496.44 0.88 4.91 123216.8 496.54 0.09 0.08 1487.35 486.83 Right OB 0.085 1050.00 2490.82 2490.82 2055.22 479.54 0.83 5.19 130579 .2 479.63 0.08 0.07 1482.12 485.80 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. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 34200 INPUT Description: Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 2S0.2 1100 246.8 1200 238.1 1300 231. 7 1400 223.3 141S 222.1 1437 21S.2 14S4 222.S lSOO 222 1600 222.3 1622 211. 4 1626 210.9 1629 211. 7 164S 220.8 1700 221. 6 1749 219.6 17S7 214 1764 219.6 1800 220.S 1832 219.6 187S 222.1 1900 226.9 1944 237.1 2000 238.9 2100 241.1 2200 242.3 2300 241. s 2400 239.9 2SOO 239.8 28SO 240 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .07S 1600 .07 164S .08S Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1600 164S S70 614 S20 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 226.82 Element Left OB Channel Right OB Vel Head (ft) 0.12 Wt. n-Val. 0.07S 0.070 0.08S w.s. Elev (ft) 226.70 Reach Len. (ft) S70.00 614.00 S20 .00 Crit W.S. (ft) Flow Area (sq ft) 1099.2S 492.33 1S08.9S E.G. Slope (ft/ft) 0.001632 Area (sq ft) 1099.2S 492.33 1S08.9S Q Total (cfs) 7800.00 Flow (cfs) 240S.26 1937.43 34S7.31 Top Width (ft) S39.4S Top Width (ft) 240.49 4S .OO 2S3.96 Vel Total (ft/s) 2.S2 Avg . Vel. (ft/s) 2.19 3.94 2.29 Max Chl Dpth (ft) lS.80 Hydr. Depth (ft) 4.S7 10.94 S.94 Conv. Total (cfs) 1930S0.7 Conv. (cfs) S9S30.4 479Sl. s 8SS68.7 Length Wtd. (ft) SS8.70 Wetted Per. (ft) 243.24 S0.09 2S8.27 Min Ch El (ft) 210.90 Shear (lb/sq ft) 0. 46 1. 00 0.60 Alpha 1. 21 Stream Power (lb/ft s) 1.01 3.94 1. 36 Frctn Loss (ft) 0.98 Cum Volume (acre-ft) 1223.91 342.3S 1433.91 C & E Loss (ft) o.oo Cum SA (acres) 379.28 33.71 476.96 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 33S86 INPUT Description: Station Elevation Data num= 43 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 24S .6 1093 242.6 1140 239 1187 23S 1280 229 1373 222.2 1387 221.3 1408 21S .7 1420 220.2 1424 221. 6 1467 221.1 1S60 221. 3 1S71 219.1 1S83 210.4 1S87 210 1S90 210.7 1S94 212.S 1608 219.8 16Sl 220.4 1662 220.6 1711 219 1719 214 .s 1726 219 17S4 219.6 1761 219.7 1793 219 1836 221 18S7 224.2 1861 224 .8 1904 232.9 1960 234.3 20S9 236. 4 2063 236.4 21S9 237.1 2166 237.1 22S8 236.7 2269 236.6 23S7 23S.6 2372 23S.6 24S6 23S.7 247S 23S.8 2S26 23S.9 2804 238 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .07S 1S60 .07 1608 .08S Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1S60 1608 S70 614 S20 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 22S.84 Element Left OB Channel Right OB Vel Head (ft) 0 .13 Wt. n-Val . 0.07S 0.070 0.08S w.s. Elev (ft) 22S. 71 Reach Len. (ft) S70.00 614. 00 S20.00 Crit W.S. (ft) Flow Area (sq ft) 1010.11 490.48 146S. SS E.G. Slope (ft/ft) 0.001892 Area (sq ft) 1010.11 490.48 146S. SS Q Total (cfs) 7800.00 Flow (cfs) 2288.86 1988.46 3S22.68 Top Width (ft) S40.81 Top Width (ft) 234.99 48.00 2S7.83 Vel Total (ft/s) 2.63 Avg. Vel. (ft/s) 2.27 4.0S 2.40 Max Chl Dpth (ft) 15. 71 Hydr. Depth (ft) 4.30 10.22 5.68 Conv. Total (cfs) 179309.8 Conv. (cfs) 52617. 3 45711. 7 80980.9 Length Wtd. (ft) 560.91 wetted Per. (ft) 236.94 53.32 260.79 Min Ch El (ft) 210.00 Shear (lb/sq ft) 0.50 1. 09 0.66 Alpha 1. 20 Stream Power (lb/ft s) 1.14 4 .41 1. 60 Frctn Loss (ft) 1. 08 Cum Volume (acre-ft) 1210.11 335.42 1416.15 C & E Loss (ft) 0.00 Cum SA (acres) 376.17 33.05 473.90 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. CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 32972 INPUT Description: Station Elevation Data num= 43 Sta Elev Sta Elev Sta Elev Sta 1000 241 1007 238.4 1130 235.5 1173 1347 221. 2 1360 220.4 1379 216.3 1390 1433 220.2 1520 220.2 1531 213.8 1543 1551 209.6 1556 211.1 1570 218.8 1613 1673 218.4 1681 215 1688 218.4 1715 1755 218.4 1797 219.8 1818 222.2 1822 1920 229.8 2019 231.7 2022 231. 7 2117 2216 231. 9 2225 231.9 2314 231. 5 2329 2431 231.7 2482 231.9 2758 236 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .075 1520 .07 1570 .085 Bank Sta: Left Right Lengths: Left Channel Right 1520 1570 570 614 520 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 224.76 Element Vel Head (ft) 0.16 Wt. n-Val. w.s. Elev (ft) 224.60 Reach Len. (ft) Crit W.S. (ft) Flow Area (sq ft) E.G. Slope (ft/ft) 0. 001953 Area (sq ft) Q Total (cfs) 7800.00 Flow (cfs) Top Width (ft) 545.54 Top Width (ft) Vel Total (ft/s) 2. 71 Avg. Vel. (ft/s) Max Chl Dpth (ft) 15. 60 Hydr. Depth (ft) Conv. Total (cfs) 176490.6 Conv. (cfs) Length Wtd. (ft) 564.87 Wetted Per. (ft) Min Ch El (ft) 209.00 Shear (lb/sq ft ) Elev Sta 232 1260 219.6 1393 209.4 1548 219.5 1624 218.8 1723 222.7 1865 232 2124 231. 3 2413 Coef f Contr. .1 Left OB 0.075 570.00 902. 71 902. 71 1960.29 229.91 2.17 3.93 44355.5 231.13 0.48 Alpha 1. 36 Stream Power (lb/ft s) 1.03 Frctn Loss (ft) 1.17 Cum Volume (acre-ft) 1197. 60 C & E Loss (ft) 0.00 Cum SA (acres) 373.13 Elev 226.4 220.6 209 219.6 218.9 228.7 231.9 231.6 Expan. . 3 Channel Right OB 0.070 0.085 614. 00 520.00 568.94 1409.80 568.94 1409.80 2540.73 3298.98 50.00 265. 63 4.47 2.34 11. 38 5.31 57489.1 74646. 0 54.78 2 67. 4 6 1. 27 0.64 5.66 1. 50 327.95 1398.99 32.36 470.78 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. CROSS SECTION REACH: Reach-1 INPUT Description: Station Elevation Sta Elev 1000 236.5 1320 220.1 1400 219.3 1512 208.6 1635 217.8 1726 217.7 1880 225.2 2174 227.1 2387 227.7 Manning's n Values RIVER: RIVER-1 RS: 32358 Data num= 43 Sta Elev Sta 1080 234.2 1120 1332 219.6 1350 1480 219.2 1491 1517 209.7 1533 1642 215.5 1649 1758 218.7 1778 1978 227 1981 2184 227.2 2272 2430 227.9 2712 num= 3 Elev Sta Elev Sta Elev 232 1160 228.9 1240 223.7 216.8 1360 219 1363 219.7 210.9 1504 208.4 1508 208 .1 217.7 1575 218.5 1587 218.5 217.8 1677 218.1 1684 218.1 220.2 1782 220.5 1825 224.6 227 2076 226.8 2083 226.7 226.9 2286 227 2369 227.6 234 Sta n Val Sta n Val Sta n Val 1000 .075 1480 .07 1533 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1480 1533 570 614 520 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 223.59 Element Left OB Channel Right OB Vel Head (ft) 0.18 Wt. n-Val. 0.075 0.070 0 .085 w.s. Elev (ft) 223.40 Reach Len. (ft) 570.00 614. 00 520 .00 Crit W.S. (ft) Flow Area (sq ft) 801. 54 618 .05 1351.36 E.G. Slope (ft/ft) 0.002183 Area (sq ft) 801.54 618 .05 1351.36 Q Total (cfs) 7800.00 Flow (cfs) 1685. 62 2965.69 3148.69 Top Width (ft) 565 .87 Top Width (ft) 233.42 53.00 279.45 Vel Total (ft/s) 2.81 Avg. Vel. (ft/s) 2.10 4.80 2.33 Max Chl Dpth (ft) 15.30 Hydr. Depth (ft) 3.43 11. 66 4.84 Conv. Total (cfs) 166959.8 Conv. (cfs) 36080.9 63480.9 67398 .1 Length Wtd. (ft) 569.06 Wetted Per. (ft) 234 .04 58 .07 280.43 Min Ch El (ft) 208.10 Shear (lb/sq ft) 0. 47 1. 45 0.66 Alpha 1. 50 Stream Power (lb/ft s) 0 .98 6.96 1. 53 Frctn Loss (ft) 1. 46 Cum Volume (acre-ft) 1186.45 319.59 1382.51 C ' E Loss (ft) 0.01 Cum SA (acres) 370.10 31. 63 4 67. 52 Warning: The energy loss was great er than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 31744 INPUT Description: Station Elevation Data num= 43 Sta Elev Sta Elev Sta Elev Sta 1000 231.9 1073 230 1110 228.5 1147 1293 219.1 1304 218.8 1320 217.3 1330 1367 218.5 1440 218.1 1452 208.8 1465 1473 207.6 1479 208.4 1495 216.7 1538 1596 217 .2 1604 216.1 1611 217.2 1638 1677 217.1 1719 217.5 1739 218.3 1743 1840 220 .7 1937 222.3 1941 222.3 2035 2132 222.4 2142 222.4 2229 222.6 2243 2344 223.6 2394 224 2666 232 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .075 1440 .07 1495 .085 Bank Sta: Left Right Lengths: Left Channel Right 1440 1495 570 614 520 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 222.12 Element Vel Head (ft) 0.26 Wt. n-Val. w.s. Elev (ft) 221.86 Reach Len. (ft) Crit W.S. (ft) Flow Area (sq ft ) E.G. Slope (ft/ft) 0.003072 Area (sq ft) Q Total (cfs) 7800.00 Flow (cfs) Top Width (ft) 771. 76 Top Width (ft) Vel Total (ft/s) 2 .96 Avg. Vel. (ft/s) Max Chl Dpth (ft) 14. 76 Hydr. Depth (ft) Conv. Total (cfs) 140732 .7 Conv. (cfs) Length Wtd. (ft) 558.47 wetted Per. (ft) Min Ch El (ft) 207.10 Shear (lb/sq ft) Elev Sta 225 .9 1220 218.4 1333 207.3 1469 217.5 1549 217 .3 1646 218.4 1786 221. 6 2041 222.7 2326 Coef f Contr. .1 Left OB 0.075 570.00 646.15 646.15 1405.62 231. 53 2.18 2 .79 25361.1 231.73 0.53 Alpha 1. 91 Stream Power (lb/ft s) 1.16 Frctn Loss (ft) 1. 04 Cum Volume (acre-ft) 1176.98 c & E Loss (ft) 0.06 Cum SA (acres) 367.06 warning: Divided flow computed for this cross-section. Elev 221.1 218.7 207.1 217.5 217 .4 220.4 221.6 223.5 Expan. . 3 Channel Right OB 0.070 0.085 614. 00 520.00 629.15 1357.31 629.15 1357.31 3531.10 2863 .28 55.00 485.23 5.61 2.11 11. 44 2.80 63710 .4 51661.1 60.38 485.48 2.00 0.54 11.21 1.13 310.80 1366.34 30.87 4 62. 96 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. CROSS SECTION REACH: Reach-1 INPUT Description: RIVER: RIVER-1 RS: 31130 Station Elevation Data num= Elev 20 Sta Elev 1000 227.3 1412 206.7 1600 216.6 2100 217.7 Manning's n Values Sta n Val 1000 . 075 Sta 1100 1430 1700 2200 225 206.2 216.3 218.4 num= Sta n Val 1430 . 07 Sta 1200 1440 1800 2300 3 Sta 1458 Elev 218.4 207 216.1 219.6 n Val .085 Sta 1300 1458 1900 2350 Bank Sta: Left 1430 Right 1458 Lengths: Left Channel Right 540 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) w.s. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) 400 610 Profile #PF 1 221. 02 0.06 220.96 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Elev 217.8 215.7 217. 6 Sta 1400 1500 2000 2620 220 Coeff Contr. .1 Left OB 0.075 400.00 1057.01 1057.01 1820.48 Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 0.001242 7800.00 1214. 78 1. 66 14. 76 221353.4 523.77 206.20 1. 42 0 .98 0.01 Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) 268.81 1. 72 3.93 51662.8 272.79 0.30 0.52 1165.83 363.78 CROSS SECTION REACH: Reach-1 INPUT Description: RIVER: RIVER-1 RS: 30520 Station Elevation Sta Elev 884 227.8 1242 216.2 Data num= 36 1520 216.4 1638 206.2 1689 215.8 1898 215.8 2177 215.9 2602 221. 7 Manning's n Values Sta n Val 884 . 085 Sta 1014 1271 1564 1640 1725 1929 2265 Elev 224.5 216.8 216.2 208.6 216 215.7 216.3 num= Sta n Val 1600 . 07 Sta 1083 1421 1600 1649 1750 1968 2323 3 Sta 1657 Elev 223.4 216.8 216.2 211. 2 215.8 215.6 217. 7 n Val .085 Sta 1177 1435 1611 1657 1817 2041 2378 Bank Sta: Left 1600 Right 1657 Lengths: Left Channel Right 540 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) 400 610 Profile #PF 1 220.04 0.16 219.88 0.002605 11500.00 1343.92 2.38 14. 78 225318.3 520 .71 205 .10 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Elev 218 216.8 207 215 216 215.3 218.6 Sta 1228 1492 1627 1674 1828 2153 2490 Coeff Contr. .1 Left OB 0.085 400.00 1389.50 1389.50 2606.50 455. 71 1. 88 3.05 51068.8 455.80 0.50 Elev 217.1 216.5 216.4 230 Expan. . 3 Channel 0.070 610.00 316.63 316.63 1138. 95 28 .00 3.60 11. 31 32322.0 30.02 0.82 2. 94 304.13 30.29 Elev 216.3 216.6 205.1 215.7 216 216.1 219.9 Expan. . 3 Channel 0.070 610.00 637.87 637 .87 3239.28 57.00 5.08 11.19 63466.9 62. 86 1. 65 Right OB 0.085 540.00 3329.12 3329.12 4840.56 917. 97 1. 45 3.63 137368.7 918.03 0.28 0. 41 1338.37 454.58 Right OB 0.085 540.00 2812 .11 2812 .11 5654.22 831. 21 2.01 3.38 110782. 5 831. 26 0.55 Alpha Frctn Loss (ft) C & E Loss (ft) 1. 78 1. 38 0.00 Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) 0.93 1154 . 60 360. 46 8.38 297.45 29.69 1.11 1300. 31 443 .74 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. CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 29910 INPUT Description: Station Elevation Data num= 36 Sta Elev Sta Elev Sta Elev Sta 768 228 956 223.4 1026 221. 8 1190 1284 214 1326 215 1542 215.8 1592 1696 215 .8 1748 215 .2 1800 215.4 1810 1836 205.3 1843 207.4 1848 210.5 1857 1892 215.4 1919 215.5 1969 215.1 2033 2123 215.2 2158 215.1 2201 215 2282 2433 214 .4 2531 216.3 2595 218.2 2659 2804 223.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 768 .085 1800 .07 1857 .085 Bank Sta: Left Right Lengths: Left Channel Right 1800 1857 400 610 540 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 218.65 Element Vel Head (ft) 0.15 Wt. n-Val. w.s. Elev (ft) 218.50 Reach Len. (ft) Crit W.S. (ft) Flow Area (sq ft) E.G. Slope (ft/ft) 0.002706 Area (sq ft) Q Total (cfs) 11500.00 Flow (cfs) Top Width (ft) 1483.21 Top Width (ft) Vel Total (ft/s) 2.30 Avg. Vel. (ft/s) Max Chl Dpth (ft) 14.40 Hydr. Depth (ft) Conv. Total (cfs) 221087.7 Conv. (cfs) Length Wtd. (ft) 503.49 Wetted Per . (ft) Min Ch El (ft) 204.10 Shear (lb/sq ft) Elev Sta Elev 216.5 1263 213.8 216 1644 215.6 207.2 1824 204.1 214. 3 1875 215.4 215.4 2046 215 .4 214 .5 2407 214.7 219.4 2780 221. 4 Coe ff Contr. Expan. .1 . 3 Left OB Channel 0.085 0.070 400.00 610.00 1981. 63 605.42 1981. 63 605.42 3704.99 3044.42 672. 01 57.00 1. 87 5.03 2.95 10.62 71228. 6 58529.1 672 .11 62 .29 0.50 1. 64 Alpha 1. 78 Stream Power (lb/ft s) 0.93 8.26 Fr ctn Loss (ft) 1. 31 Cum Volume (acre-ft) 1139.12 288.74 C & E Loss (ft) 0.01 Cum SA (acres) 355.28 28 .89 Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and section. This may indicate the need for additional cross sections. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 29300 INPUT Description: Station Elevation Data num= 36 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 652 228.9 897 222.3 989 220.2 1203 214.3 1299 211.2 1326 211. 8 1380 213.3 1663 214.8 1728 215.1 1795 214. 7 1864 214. 6 1932 214 .2 2000 214 .5 2009 207.5 2022 203 2034 204.5 2041 206.3 2045 209.9 2056 213.7 2077 215.2 2094 215 2114 215 2179 214 .4 2250 214. 8 2264 214.8 2349 214. 6 2387 214.5 2434 214. 4 2523 213.6 2660 213 .2 2688 212.9 2796 216.2 2867 218.8 2933 220.3 3069 222.9 3206 225.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 652 .085 2000 .07 2056 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 2000 2056 400 610 540 .1 . 3 Right OB 0.085 540.00 2409.01 2409 .01 4750.58 754.21 1. 97 3.19 91330.0 754.30 0.54 1. 06 1267.94 433.91 previous cross CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 217. 33 Element Left OB Channel Right OB Vel Head (ft) 0.11 Wt. n-Val. 0.085 0.070 0.085 w.s. Elev (ft) 217.22 Reach Len. (ft) 400.00 610 .00 540.00 Crit W.S. (ft) Flow Area (sq ft) 2752.16 551. 91 2195.23 E.G. Slope (ft/ft) 0.002521 Area (sq ft) 2752.16 551. 91 2195.23 Q Total (cfs) 11500. 00 Flow (cfs) 5078.40 2540.39 3881.22 Top Width (ft) 1726.59 Top Width (ft) 902.81 56.00 767.78 Vel Total (ft/s) 2.09 Avg. Vel . (ft/s) 1. 85 4.60 1. 77 Max Chl Dpth (ft) 14 .22 Hydr. Depth (ft) 3.05 9 . 86 2.86 Conv. Total (cfs) 229033.3 Conv. (cfs) 101141.1 50594.2 77298. 1 Length Wtd. (ft) 483.84 Wetted Per. (ft) 902.93 61. 50 767.91 Min Ch El (ft) 203.00 Shear (lb/sq ft) 0 .48 1. 41 0 .45 Alpha 1. 66 Stream Power (lb/ft s) 0.89 6 .50 0 .80 Frctn Loss (ft) 0.97 Cum Volume (acre-ft) 1117.39 280.64 1239.41 c & E Loss (ft) 0.01 Cum SA (ac res) 348.05 28.10 424.48 CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 28690 INPUT Description: Station Elevation Data num= 36 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 536 229.5 839 221.1 952 218.6 1217 212.2 1334 208.6 1368 209.5 1435 211. 7 1784 213.8 1864 214 .3 1948 213.7 2032 213.6 2116 213.1 2200 213. 7 2208 207.8 2219 202 2232 203.6 2240 205 .1 2245 209.2 2256 213 2278 214. 9 2297 214.6 2318 214 . 4 2390 213.7 2467 214.2 2482 214.3 2574 214 2616 213.9 2667 213.7 2764 212.8 2913 211. 8 2944 211. 5 3062 216.1 3130 219.4 3211 221.1 3359 224.5 3508 227.9 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 536 .085 2200 .07 2256 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 2200 2256 400 610 540 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 216.34 Element Left OB Channel Right OB Vel Head (ft) 0.07 Wt. n-Val. 0.085 0.070 0.085 w.s. Elev (ft) 216.28 Reach Len. (ft) 400.00 610.00 540.00 Crit W.S. (ft) Flow Area (sq ft) 3967.01 542.59 2229.89 E.G. Slope (ft/ft) 0.001642 Area (sq ft) 3967.01 542.59 2229.89 Q Total (cfs) 11500. 00 Flow (cfs) 6408.51 1988.21 3103.28 Top Width (ft) 2017. 49 Top Width (ft) 1151. 84 56.00 809.66 Vel Total (ft/s) 1. 71 Avg. Vel. (ft/s) 1. 62 3.66 1. 39 Max Chl Dpth (ft) 14.28 Hydr. Depth (ft) 3.44 9.69 2.75 Conv. Total (cfs) 283783.0 Conv. (cfs) 158141. 4 49062.6 76579.0 Length Wtd. (ft) 465.39 Wetted Per. (ft) 1152.00 61. 72 809.85 Min Ch El (ft) 202.00 Shear (lb/sq ft) 0.35 0.90 0.28 Alpha 1. 48 Stream Power (lb/ft s) 0.57 3.30 0.39 Fr ctn Loss (ft) 0.47 Cum Volume (acre-ft) 1086.54 272. 98 1211. 98 C & E Loss (ft) 0.01 Cum SA (acres) 338.61 27.32 414.70 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 . CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 28080 INPUT Description: station Elevation Data num= 23 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 420 230 780 220 1230 210 1370 206 1490 210 2000 213.4 2100 212.8 2200 212.7 2300 212.1 2400 212.8 2416 200.9 2438 203.9 2444 208.5 2455 212.3 2479 214.6 2500 214.2 2600 213 2700 213.7 2800 213.4 2900 213.1 3200 210 3410 220 3810 230 Manning's n Values Sta n Val 420 . 085 num= Sta n Val 2400 .07 3 Sta 2455 n Val .085 Bank Sta: Left 2400 Right 2455 Lengths: Left Channel Right 515 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) w.s. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 825 870 Profile #PF 1 215 .86 0.03 215.83 0.000695 11500.00 2354.70 1.22 14.93 436323.1 737 .11 200.90 1. 26 0 .70 0.00 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr . Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Coeff Contr. .1 Left OB 0 .085 825.00 6167 .17 6167 .17 7519.90 1432 .30 1.22 4.31 285313.6 1432.50 0.19 0 .23 1040.01 326.75 Expan. . 3 Channel 0.070 870 .00 556.59 556.59 1354.67 55.00 2 .43 10.12 51397 . 8 61. 34 0.39 0.96 265.28 26.54 Right OB 0.085 515.00 2684.02 2684.02 2625.43 867.41 0.98 3.09 99611. 6 867. 68 0 .13 0.13 1181. 52 404.31 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. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 27210 INPUT Description: Station Elevation Data num= 45 Sta Elev Sta Elev Sta Elev Sta Elev Sta 410 230 708 222.1 922 217.1 1074 213.7 1178 1189 210.6 1227 210.8 1288 211 1307 210 .7 1435 1563 212.2 1642 212.3 1652 210.7 1668 212.5 1691 1706 212.6 1708 212.3 1819 212.2 1829 212.3 1847 1860 212 .1 1870 212.1 1947 211. 9 1952 211. 9 2034 2046 204.3 2056 201.7 2063 200 2087 205.1 2094 2106 212.1 2134 213.4 2144 213.4 2158 213.3 2231 2275 213 2310 213.2 2392 213.1 2509 212 . 4 2626 2668 211. 4 2977 210 3222 215 3323 216.1 3690 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 410 .085 2034 .07 2106 .OBS Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. 2034 2106 825 870 515 .1 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 215.15 Element Left OB Vel Head (ft) 0.06 Wt. n-Val . 0.085 w.s. Elev (ft) 215.09 Reach Len. (ft) 825.00 Crit W.S. (ft) Flow Area (sq ft) 3256.00 E.G. Slope (ft/ft) 0. 001378 Area (sq ft) 3256.00 Q Total (cfs) 11500. 00 Flow (cfs) 4570.45 Top Width (ft) 2218.56 Top Width (ft) 1022 .19 Vel Total (ft/s) 1. 58 Avg. Vel. (ft/s) 1. 40 Max Chl Dpth (ft) 15.09 Hydr. Depth (ft) 3.19 Conv. Total (cfs) 309816.1 Conv. (cfs) 123130.5 Length Wtd. (ft) 689.16 Wetted Per. (ft) 1023.36 Min Ch El (ft) 200.00 Shear (lb/sq ft) 0.27 Alpha 1. 64 Stream Power (lb/ft s) 0.38 Frctn Loss (ft) C & E Loss (ft) CROSS SECTION REACH: Reach-1 0.90 0 .00 RIVER: RIVER-1 RS: 26340 Cum Volume (acre-ft) 950.77 Cum SA (acres) 303.51 Elev 211 211.1 212.5 208.6 213.2 208.4 213.2 211. 7 225 Expan . .3 Channel Right OB 0.070 0.085 870.00 515.00 714 .16 3328.25 714.16 3328.25 2477.43 4452.12 72.00 1124.37 3. 47 1. 34 9.92 2.96 66743.3 119942.4 77.31 1124. 46 0.79 0.25 2.76 0.34 252.59 1145.98 25.27 392.53 INPUT Description: Station Elevation Data num= 27 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 400 230 800 220 1000 215.6 1038 214 1100 211. 3 1200 211.1 1300 212.2 1362 211. 8 1370 208 1376 211. 9 1400 211. 7 1500 211. 7 1508 211. 9 1522 204.4 1532 211. 5 1600 211. 6 1668 213.6 1685 200.6 1700 199.7 1710 199.1 1756 211. 9 1800 212.3 1900 212.9 2000 213.2 2400 210 3150 210 3570 220 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 400 .08 1668 .065 1756 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan . 1668 1756 1283.3 1850 1473.3 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 214. 25 Element Left OB Channel Right OB Vel Head (ft) 0.07 Wt. n-Val. 0.080 0 .065 0.085 w.s. Elev (ft) 214 .18 Reach Len. (ft) 1283.30 1850.00 1473.30 Crit W.S. (ft) Flow Area (sq ft) 1597.13 877.74 4893.84 E.G. Slope (ft/ft) 0.001244 Area (sq ft) 1597.13 877. 74 4893.84 Q Total (cfs) 11500.00 Flow (cfs) 1924.35 3134.51 6441.15 Top Width (ft) 2291.73 Top Width (ft) 634.24 88.00 1569.49 Vel Total (ft/s) 1. 56 Avg. Vel. (ft/s) 1.20 3.57 1.32 Max Chl Dpth (ft) 15.08 Hydr. Depth (ft) 2.52 9.97 3.12 Conv. Total (cfs) 325994.1 Conv. (cfs) 54550.1 88854.8 182589.2 Length Wtd. (ft) 1536.76 Wetted Per. (ft) 640.50 94.19 1569.56 Min Ch El (ft) 199.10 Shear (lb/sq ft) 0.19 0. 72 0.24 Alpha 1. 93 Stream Power (lb/ft s) 0.23 2.59 0.32 Frctn Loss (ft) 2.09 Cum Volume (acre-ft) 904.82 236.69 1097.37 C & E Loss (ft) 0.00 Cum SA (acres) 287.82 23.68 376.61 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. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 24490 INPUT Description: Station Elevation Data num= 53 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 400 226. 7 839 217.3 910 215.9 995 214. 7 1058 212.3 1071 211. 7 108·4 209.5 1092 211.1 1100 210.9 1129 210.3 1137 208.1 1162 209.4 1168 209 1250 209 1278 208.9 1335 209.2 1387 209.5 1420 209.4 1455 209.3 1464 207 1471 209.4 1497 209.3 1505 209.3 1590 209.3 1607 209.3 1615 209 .4 1631 204.4 1642 209.2 1675 209.3 1716 209.4 1760 210.2 1791 210.8 1807 199.3 1809 198.8 1820 197.8 1830 197 1842 200.4 1871 209.8 1914 210 1975 210.1 2012 210.3 2080 210.5 2110 210.6 2184 210.3 2289 209.6 2393 208.9 2497 208.5 2501 208.5 2602 208.4 2706 208.5 2811 208.4 3235 209.2 3607 216.7 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 400 .08 1791 .065 1871 .085 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 1791 1871 1283.3 1850 1473.3 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 212.16 Element Left OB Channel Right OB Vel Head (ft) 0.09 Wt. n-Val. 0.080 0.065 0 .085 w.s . Elev (ft) 212.07 Reach Len. (ft) 1283.30 1850.00 1473.30 Crit W.S. (ft) Flow Area (sq ft) 1998.76 799.31 4162.34 E.G. Slope (ft/ft) 0.001502 Area (sq ft) 1998.76 799.31 4162.34 Q Total (cfs) 11500. 00 Flow (cfs) 2812.60 3135.16 5552.24 Top Width (ft) 2314.56 Top Width (ft) 728. 07 80.00 1506.48 Vel Total (ft/s) 1. 65 Avg. Vel. (ft/s) 1. 41 3.92 1. 33 Max Chl Dpth (ft) 15.07 Hydr. Depth (ft) 2.75 9.99 2.76 Conv. Total (cfs) 296746.8 Conv. (cfs) 72576.6 80899.9 143270.3 Length Wtd. (ft) 1514. 43 Wetted Per. (ft) 731. 25 85 .80 1506.52 Min Ch El (ft) 197.00 Shear (lb/sq ft) 0.26 0.87 0.26 Alpha 2.03 Stream Power (lb/ft s) 0.36 3 .43 0 .35 Fr ctn Loss (ft) 2.06 Cum Volume (acre-ft) 851. 85 201.08 944.22 C & E Loss (ft) 0.00 Cum SA (acres) 267.75 20.11 324.59 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. CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 22640 INPUT Description: Station Elevation Data num= 53 Sta Elev Sta Elev Sta Elev Sta 400 223.3 878 214.5 955 213.2 1047 1131 208.3 11415 204.4 1153 207.9 1162 1202 203.6 1230 207.3 1236 207.2 1325 1417 206.7 1475 206.8 1510 206.7 1549 1565 206.8 1594 206.8 1602 206.8 1695 1723 207 1740 204.5 1752 206.9 1787 1880 207.7 1914 208 1928 198.1 1931 1949 195 1960 197.9 1985 207.6 2027 2123 207.7 2190 207.8 2219 208 2292 2497 206.9 2599 206.9 2602 206.9 2701 2905 206 .9 3321 208.5 3723 213.3 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 400 .07 1914 .06 1985 .07 Bank Sta: Left Right Lengths: Left Channel Right 1914 1985 1283.3 1850 1473.3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 210.10 Element Vel Head (ft) 0.08 Wt. n-Val . w.s. Elev (ft) 210.02 Reach Len. (ft) Crit W.S. (ft) Flow Area (sq ft) E.G. Slope (ft/ft) 0.001236 Area (sq ft) Q Total (cfs) 11500.00 Flow (cfs) Top Width (ft) 2350.77 Top Width (ft) Vel Total (ft/s) l. 70 Avg. Vel. (ft/s) Max Chl Dpth (ft) 15.02 Hydr. Depth (ft) Conv. Total (cfs) 327132.1 Conv. (cfs) Length Wtd. (ft) 1490.02 Wetted Per. (ft) Min Ch El (ft) 195.00 Shear (lb/sq ft) Elev Sta 212.5 1116 207.9 1194 206.9 1355 206.8 1558 206.8 1713 207 1833 197.1 1941 207.6 2088 208 2394 206.7 2803 Coe ff Contr. .1 Left OB 0.070 1283.30 2500.88 2500.88 3925.49 816.63 l. 57 3.06 111665. 7 819.78 0.24 Alpha l. 81 Stream Power (lb/ft s) 0.37 Frctn Loss (ft) 2 .47 Cum Volume (acre-ft) 785.57 C & E Loss (ft) 0 .01 Cum SA (acres) 245.00 Elev 209.1 207.7 206.8 205.6 206.9 207.2 195 .9 207.6 207.4 207.1 Expan. . 3 Channel Right OB 0.060 0.070 1850.00 1473.30 717. 48 3557.21 717 . 48 3557.21 2775.02 4799.48 71. 00 1463.14 3.87 l. 35 10.11 2.43 78939.0 136527.4 76. 62 1463.16 0. 72 0.19 2.79 0.25 168.87 813.68 16.90 274.37 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. CROSS SECTION REACH: Reach-1 INPUT Description: Station Elevation Sta Elev 400 220 1214 204 .7 1500 204.2 2000 205.2 2100 205.5 2600 204.9 3800 210 Manning's n Values RIVER: RIVER-1 RS: 20790 Data num= 31 Sta Elev Sta 1000 210.5 1100 1258 205.2 1267 1600 204.1 1700 2037 205.2 2052 2200 205 2300 2700 205.4 2800 num= 3 Elev Sta Elev Sta Elev 210.3 1190 204.9 1205 199.3 199.1 1297 205.2 1400 204.8 204.4 1800 204.4 1900 204.7 195.5 2069 192.9 2078 195 .5 205 .2 2400 205.7 2500 205.2 205 .1 2900 205.6 3000 205 .3 Sta n Val Sta n Val Sta n Val 400 .07 2037 .06 2100 .07 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr . Expan. 2037 2100 575 605 575 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 207.62 Element Left OB Channel Right OB Vel Head (ft) 0.14 Wt. n-Val. 0.070 0.060 0.070 w.s. Elev (ft) 207.4B Reach Len. (ft) 575.00 605.00 575.00 Crit W.S. (ft) 206.33 Flow Area (sq ft) 2655.B9 606.03 2391. 32 E.G. Slope (ft/ft) 0.002275 Area (sq ft) 2655. B9 606.03 2391.32 Q Total (cfs) 12300.00 Flow (cfs) 5552.22 3059.31 36BB .47 Top Width (ft) 2224.7B Top Width (ft) B90 .06 63 .00 1271.71 Vel Total (ft/s) 2.lB Avg . Vel. (ft/s) 2.09 5.05 1. 54 Max Chl Dpth (ft) 14 .SB Hydr. Depth (ft) 2.9B 9.62 1. BB Conv. Total (cfs) 257BB3.3 Conv. (cfs) 11640B.6 64141. B 77333.0 Length Wtd. (ft) SBl. 74 Wetted Per. (ft) B95 .14 6B.59 1271. 73 Min Ch El (ft) 192.90 Shear (lb/sq ft) 0.42 1. 25 0 .27 Alpha 1. 91 Stream Power (lb/ft s) O.BB 6.33 0. 41 Frctn Loss (ft) 1. 3B Cum Volume (acre-ft) 709.61 140.77 713. OB c & E Loss (ft) 0.00 Cum SA (acres) 219.B6 14.06 22B.12 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. CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 201BS INPUT Description: Station Elevation Data num= 53 Sta Elev Sta Elev Sta Elev Sta 540 220 636 214.3 B21 212.1 B64 123B 206.6 1354 206.3 1459 203.4 1476 153B 203.4 154B 200.4 15B3 203.4 169B 17BS 203.1 1B19 202.9 1B73 202.7 1936 204B 203.7 2052 203.7 2136 203.3 216B 2285 203.B 2312 204.2 2399 204.1 2401 2457 196.B 2460 195.B 2470 194.6 247B 2500 204.1 2590 203.2 2613 203.2 2726 2B40 203.9 2BSO 203.9 294B 203.7 2953 3066 203.5 3127 203.6 3179 204 3293 3519 205.6 3933 20B.7 4425 215 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 540 .07 2444 .055 2500 .07 Bank Sta: Left Right Lengths: Left Channel Right 2444 2500 575 605 575 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 206.24 Element Vel Head (ft) 0.13 Wt. n-Val. w.s. Elev (ft) 206.11 Reach Len. (ft) Crit W.S. (ft) 204.92 Flow Area (sq ft) E.G. Slope (ft/ft) 0.0024B3 Area (sq ft) Q Total (cfs) 12300.00 Flow (cfs) Top Width (ft) 2225.75 Top Width (ft) Vel Total (ft/s) 2.19 Avg. Vel. (ft/s) Max Chl Dpth (ft) 12.11 Hydr. Depth (ft) Conv. Total (cfs ) 246BlB.4 Conv. (cfs) Length Wtd . (ft) 579.51 Wetted Per. (ft) Min Ch El (ft) 194.00 Shear (lb/sq ft) Elev Sta 210.B 90B 200.6 14B7 203 1703 202.7 1961 203.2 2224 204.1 2444 194 24B4 203.5 2769 203.7 3037 204.4 3406 Coe ff Contr. .1 Left OB 0.070 575.00 2993.23 2993.23 6231.41 10B3 .02 2.0B 2. 76 125042.B 10B4.20 0.43 Alpha 1. 79 Stream Power (lb/ft s) O.B9 Frctn Loss (ft) O.BB Cum Volume (acre-ft) 672. 32 C & E Loss (ft) 0.03 Cum SA (acres) 206.84 Elev 209.5 203.3 203 202.7 203 203.B 196.4 203.6 203.6 205.2 Expan. . 3 Channel Right OB 0.055 0.070 605.00 575.00 467.60 2155.B2 467. 60 2155.B2 246B.10 3600. 49 56.00 10B6.73 5.2B 1. 67 B.35 1. 9B 49526.2 72249.4 60.24 10B6.74 1. 20 0.31 6.35 0.51 133.31 6B3 .07 13.23 212.56 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. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 19580 INPUT Description: Station Elevation Data num= 27 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 680 220 790 210 1000 208 1050 206 1100 204 2000 201.1 2100 201.8 2200 201. 2 2300 201. 3 2400 203 .1 2500 202.2 2600 201. 5 2700 203.6 2800 203 2851 202.4 2865 196. 4 2879 195.3 2887 195.1 2900 202.6 3000 201. 3 3200 201.9 3300 202.1 3400 202.1 3500 202.2 3600 202.1 4500 210 5030 220 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 680 .07 2851 .055 2900 .07 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 2851 2900 1650 1650 1300 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 205.33 Element Left OB Channel Right OB Vel Head (ft) 0.04 Wt. n-Val. 0.070 0.055 0.070 w.s. Elev (ft) 205.29 Reach Len. (ft) 1650.00 1650.00 1300.00 Crit W.S. (ft) Flow Area (sq ft) 5177.02 379.09 2928.32 E.G. Slope (ft/ft) 0.001025 Area (sq ft) 5177.02 379.09 2928.32 Q Total (cfs) 12300.00 Flow (cfs) 7161.14 1228.55 3910.30 Top Width (ft) 2895.76 Top Width (ft) 1783.27 49.00 1063.49 Vel Total (ft/s) 1. 45 Avg. Vel. (ft/s) 1. 38 3.24 1. 34 Max Chl Dpth (ft) 10.19 Hydr. Depth (ft) 2.90 7.74 2 .75 Conv. Total (cfs) 384115.2 Conv. (cfs) 223634.5 38366.4 122114. 4 Length Wtd. (ft) 1541. 63 Wetted Per. (ft) 1783.35 52.29 1063.51 Min Ch El (ft) 195 .10 Shear (lb/sq ft) 0.19 0. 46 0.18 Alpha 1. 30 Stream Power (lb/ft s) 0.26 1. 50 0.24 Frctn Loss (ft) 1. 54 Cum Volume (acre-ft) 618.40 127.43 649.51 C & E Loss (ft) 0 .00 Cum SA (acres) 187.92 12.50 198.36 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 . CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 17930 INPUT Description: Station Elevation Data num= 55 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 840 214.8 922 208.2 927 208.1 992 205.2 1078 203.7 1116 202.3 1144 201.3 1153 201 1296 200.5 1448 201.1 1600 199.8 1752 199.6 1824 199.4 1898 199.7 1903 199.6 1973 199.4 2047 199.4 2055 199.5 2122 200 .5 2196 200.2 2207 200.1 2271 199.8 2345 200.7 2359 200.6 2420 199.8 2458 199 2467 194.3 2472 193.1 2477 192.6 2482 192.2 2486 193.5 2497 200.5 2584 199.7 2621 199.7 2738 200.3 2759 200.3 2846 200.2 2855 200.2 2934 200.3 2972 200.3 3021 200.4 3089 200.5 3108 200.5 3206 201.3 3323 202.5 3440 202.7 3556 204 3673 204.5 3790 205.7 3895 206.6 3907 206.7 4024 208.2 4141 210.5 4258 212.6 4375 214. 7 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 840 .07 2458 .055 2497 .07 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 2458 2497 1650 1650 1300 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 203.79 Element Left OB Channel Right OB Vel Head (ft) 0.05 Wt. n-Val. 0.070 0.055 0.070 w.s. Elev (ft) 203.75 Reach Len. (ft) 1650.00 1650.00 1300.00 Crit W.S. (ft) Flow Area (sq ft) 4858.33 343.14 2852.01 E.G. Slope (ft/ft) 0.000972 Area (sq ft) 4858.33 343.14 2852.01 Q Total (cfs) 12300.00 Flow (cfs) 7431.47 1161. 86 3706.67 Top Width (ft) 2458.15 Top Width (ft) 1382. 71 39.00 1036.44 Vel Total (ft/s) l. 53 Avg. Vel. (ft/s) l. 53 3.39 l. 30 Max Chl Dpth (ft) 11. 55 Hydr. Depth (ft) 3.51 8.80 2.75 Conv. Total (cfs) 394487.8 Conv. (cfs) 238343.5 37263. 2 118881. 0 Length Wtd. (ft) 1544.34 Wetted Per. (ft) 1382.80 42 .58 1036. 47 Min Ch El (ft) 192.20 Shear (lb/sq ft) 0.21 o. 49 0.17 Alpha l. 29 Stream Power (lb/ft s) 0.33 l. 66 0.22 Frctn Loss (ft) l. 88 Cum Volume (acre-ft) 428.33 113. 75 563.26 C & E Loss (ft) 0.00 Cum SA (acres) 127.96 10.83 167.03 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. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 16280 INPUT Description: Station Elevation Data num= 33 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 209.7 1057 206.3 1100 201. 3 1200 198.1 -1300 197.7 1400 199.4 1500 197.5 1600 197.8 1700 197.5 1800 197.6 1900 198.2 2000 197.8 2065 195.7 2072 190.4 2077 189.2 2081 190.2 2094 198.4 2200 198 2300 198.8 2400 198.3 2500 198.5 2600 198.8 2700 199.5 2800 200.8 2900 200 3000 201. 3 3100 201.2 3200 202.5 3300 203.2 3400 203.7 3500 205.9 3600 207.7 3700 209.4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .07 2065 .055 2094 .07 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 2065 2094 482.5 500 485 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 201.91 Element Left OB Channel Right OB Vel Head (ft) 0.08 Wt. n-Val. 0.070 0.055 0 .070 w.s. Elev (ft) 201.83 Reach Len. (ft) 482.50 500 .00 485.00 Crit W.S. (ft) Flow Area (sq ft) 3645.07 268.07 2488.85 E.G. Slope (ft/ft) 0.001577 Area (sq ft) 3645.07 268.07 2488.85 Q Total (cfs) 12300.00 Flow (cfs) 7428.46 1152. 59 3718. 95 Top Width (ft) 2053.17 Top Width (ft) 969.57 29.00 1054.59 Vel Total (ft/s) l. 92 Avg. Vel. (ft/s) 2.04 4.30 l. 49 Max Chl Dpth (ft) 12. 63 Hydr. Depth (ft) 3.76 9.24 2.36 Conv. Total (cfs) 309727. 7 Conv. (cfs) 187056.8 29023.4 93647.4 Length Wtd. (ft) 485.83 Wetted Per. (ft) 969.73 33.42 1054.63 Min Ch El (ft) 189.20 Shear (lb/sq ft) 0.37 0.79 0 .23 Alpha l. 33 Stream Power (lb/ft s) 0 .75 3. 40 0.35 Frctn Loss (ft) 0.74 Cum Volume (acre-ft) 267.28 102.18 483.56 c & E Loss (ft) 0.00 Cum SA (acres) 83.41 9.55 135.83 CROSS SECTION RIVER: RIVER-1 REACH : Reach-1 RS: 15780 INPUT Description: Station Elevation Data num= 36 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 209.8 1064 207 1112 203 1223 200.2 1335 199.4 1446 200 .2 1558 198.3 1610 198.2 1670 198.3 1781 197.9 1846 197 .9 1893 197.6 2005 197.4 2116 196.3 2189 194.3 2200 189.6 2200 188.1 2214 189.2 2236 196.3 2353 196.3 2463 197 .1 2574 197 2685 197.4 2795 197.9 2906 198.7 3017 199.9 3127 199.6 3238 200.8 3314 200.9 3349 201 3459 202.4 3570 203.3 3681 204.1 3791 206.1 3902 207. 9 4013 209.6 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .065 2189 .05 2236 .065 Bank Sta: Left 2189 Right 2236 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft) Lengths: Left Channel Right 485 482.5 500 Profile #PF 1 201.17 0.11 201. 06 0.001471 12300.00 2164 .57 1. 96 12.96 320723. 4 487.36 188.10 1. 80 0.59 0.00 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Coeff Contr. .1 Left OB 0.065 482.50 2787 .12 2787.12 4839.04 1000.01 1. 74 2 .79 126178.2 1000.08 0.26 0.44 231.66 72.50 CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 15280 INPUT Description: Station Elevation Sta Elev 1000 209.9 1493 201 1934 198.3 2328 188.7 2627 195.5 3233 199 3719 202. 3 4325 209.7 Manning's n Values Sta n Val 1000 . 065 Data Sta 1070 1616 1986 2339 2748 3355 3840 num= Elev 207.6 199.2 197 .7 187.1 195.7 199.1 203.4 num= Sta n Val 2313 . 05 36 Sta 1123 1673 2109 2348 2869 3476 3961 3 Sta 2377 Elev 204.7 198.8 196.5 188.2 198.3 200.3 204.5 n Val .065 Sta 1246 1739 2232 2377 2991 3559 4082 Elev 202.2 198.8 194. 9 194.2 197 200.6 206.4 Sta 1370 1863 2313 2506 3112 3597 4204 Bank Sta: Left 2313 Right 2377 Lengths: Left Channel Right 485 Coeff Contr. .1 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft) 482.5 500 Profile #PF 1 200.57 0.10 200.47 0.001026 12300.00 1992.37 1. 85 13.37 384058.3 488.08 187.10 1. 96 0 .33 0.01 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 0.065 482.50 2294 .11 2294 .11 3437.43 783.50 1.50 2.93 107331.3 783.55 0.19 0.28 203 .52 62. 62 Expan. . 3 Channel 0.050 500.00 456.68 456.68 2255.54 47.00 4.94 9. 72 58813.4 50 .62 0.83 4.09 98 .02 9.11 Elev 201.1 198.4 192.8 194.5 197.9 200.8 208.1 Expan. .3 Channel 0.050 500.00 668.01 668.01 2994. 71 64.00 4.48 10.44 93507.7 65.35 0.65 2.93 91. 56 8.47 Right OB 0.065 485.00 3044.19 3044.19 5205 .42 1117.56 1. 71 2.72 135731. 8 1117.58 0.25 0.43 452 .76 123.73 Right OB 0.065 485.00 3679.97 3679.97 5867.85 1144.87 1. 59 3.21 183219.3 1144. 93 0.21 0.33 415.33 111.14 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. CROSS SECTION REACH: Reach-1 INPUT Description: Station Elevation Sta Elev 1000 209.9 1539 201.9 RIVER: RIVER-1 RS: 14780 Data num= 36 Sta Elev Sta 1077 208.3 1135 1674 200 1737 Elev Sta Elev Sta Elev 206.3 1270 204.3 1405 202.8 199.4 1809 199.3 1944 198.8 2022 2456 2790 3450 3978 4638 198.6 187.9 193.8 198.1 202.2 209.9 2079 2469 2922 3582 4110 197.7 186.1 194.4 198.7 203.5 2214 2481 3054 3714 4242 195.7 187.2 195.2 199.8 204.9 2349 2519 3186 3805 4374 193.4 192.1 196.1 200.3 206.6 2436 2658 3318 3846 4500 Manning's n Values Sta n Val 1000 . 065 num= Sta n Val 2436 .05 3 Sta 2519 n Val .065 Bank Sta: Left 2436 Right 2519 Lengths: Left Channel Right 485 482.5 500 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft) 200.23 0.06 200.17 0.000467 12300.00 2120.36 1. 43 14.07 569184.6 488.25 186.10 1. 81 0.16 0.01 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: 14280 INPUT Description: Station Elevation Sta Elev 1000 210 2660 190 Manning's n Values Sta n Val 1000 . 065 Data Sta 1800 4050 num= Elev 200 200 num= Sta n Val 2560 .05 8 Sta 2110 4950 3 Sta 2660 Elev 199 210 n Val . 065 Sta 2560 Bank Sta: Left 2560 Right 2660 Lengths: Left Channel Right 450 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) CROSS SECTION REACH: Reach-1 INPUT Description: 300 375 Profile #PF 1 200.07 0.03 200.03 0.000231 12300.00 2255.92 1.13 15.03 809100.3 423 .20 185.00 1. 71 0.11 0.00 RIVER: RIVER-1 RS: 13905 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Station Elevation Data num= 30 Sta Sta Elev Sta Elev Elev Sta Coeff Contr. .1 Left OB 0.065 482.50 2376.69 2376.69 2479.55 774.34 1. 04 3.07 114741.5 774.41 0.09 0.09 177.65 Elev 190 53.99 Sta 2600 Coeff Contr. .1 Left OB 0.065 300.00 2656.51 2656.51 2120.97 762.79 0.80 3.48 139518.5 762.88 0.05 0.04 149.77 45.48 Elev Sta 191. 4 192 .8 197 200.7 208 .2 Expan. .3 Channel 0.050 500 .00 943.92 943.92 3046.23 83.00 3.23 11. 37 140964. 7 83.79 0.33 1. 06 82.31 7. 63 Elev 185 Expan . .3 Channel 0.050 375.00 1253.48 1253 .48 3045.27 100.00 2. 43 12.53 200319.2 100.52 0.18 0.44 69.70 6 .58 Elev Right OB 0.065 485.00 5282.54 5282.54 6774.22 1263.01 1. 28 4.18 313478.4 1263.04 0.12 0.16 365.43 97 .73 Right OB 0.065 450.00 6998.46 6998 .46 7133. 76 1393.13 1.02 5.02 469262.7 1393.17 0.07 0.07 297.06 82.95 1000 206.1 1100 201.4 1200 196.7 1239 194.6 1300 194.8 1335 199 1335 188.9 1335.7 187 .1 1336.1 186.3 1337.4 185.7 1339 185 .4 1340.6 185.7 1341. 9 186.3 1342.3 187 .1 1343 188.9 1343 199 1400 198.1 1500 191. 8 1600 191. 4 1700 191. 6 1810 191. 9 1900 192.5 2000 193.1 2100 193.4 2200 193 2300 194.3 2400 194 .8 2500 194.4 2600 200 .1 4300 210 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .06 1335 .05 1343 .06 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1335 1343 1 1 1 .3 .3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 1335 198.6 1343 4300 195.4 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 199.96 Element Left OB Channel Right OB Vel Head (ft) 0.03 Wt. n-Val. 0.060 0 .050 0.060 w.s. Elev (ft) 199.92 Reach Len. (ft) 1.00 1. 00 1. 00 Crit W.S. (ft) 195.41 Flow Area (sq ft) 701. 96 109.48 7863.09 E.G. Slope (ft/ft) 0.000301 Area (sq ft) 701.96 109.48 7863.09 Q Total (cfs) 12300.00 Flow (cfs) 687.32 128.22 11484.46 Top Width (ft) 1465.55 Top Width (ft) 203.62 8.00 1253.93 Vel Total (ft/s) 1. 42 Avg. Vel. (ft/sl 0.98 1.17 1. 46 Max Chl Dpth (ft) 14 .52 Hydr. Depth (ft) 3.45 13.68 6.27 Conv. Total (cfs) 709073.1 Conv. (cfs) 39622.9 7391. 7 662058.6 Length Wtd. (ft) 1.00 Wetted Per. (ft) 204.00 31. 97 1254 .31 Min Ch El (ft) 185.40 Shear (lb/sq ft) 0.06 0.06 0.12 Alpha 1. 02 Stream Power (lb/ft S) 0.06 0.08 0.17 Frctn Loss (ft ) 0.00 Cum Volume (acre-ft) 138.21 63.83 220.30 C & E Loss (ft) 0.05 Cum SA (acres) 42 .15 6.11 69.28 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 parabolic search method failed to converge on critical depth. The program will try the cross section slice/secant method to find 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: RIVER-1 REACH: Reach-1 RS: 13904 INPUT Description: Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 206.1 1100 201.4 1200 196.7 1239 198.6 1300 198.8 1335 199 1335 189 1335.7 188 1336.1 187.2 1337.4 186.6 1339 186.3 1340.6 186.6 1341. 9 187 1342.3 188 1343 189.8 1343 199 1400 198.1 1500 195.8 1600 195.4 1700 195.6 1800 195.9 1900 196.5 2000 197 .1 2100 198.4 2200 197.9 2300 197.3 2400 198.8 2500 198.4 2600 200.1 4300 210 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .025 1339 .02 1400 .025 Bank Sta: Left Right Lengths : Left Channel Right Coe ff Contr. Expan . 1339 1400 47 47 47 . 3 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 199.91 Element Lef t OB Channel Right OB Vel Head (ft) 0.20 Wt . n-Val. 0.025 0.020 0.025 w.s. Elev (ft) 199.71 Reach Len. (ft) 47.00 47.00 47.00 Crit W.S. (ft) 198.37 Flow Area (sq ft) 316.32 116.29 3031. 09 E.G. Slope (ft/ft) 0.001077 Area (sq ft) 316.32 116.29 3031. 09 Q Total (cfs) 12300.00 Flow (cfs) 800.10 389.63 11110. 26 Top Width (ft) 1440. 74 Top Width (ft) 202 .95 61. 00 1176.79 Vel Total (ft/s) 3.55 Avg. Vel. (ft/s) 2.53 3.35 3.67 Max Chl Dpth (ft) 13.41 Hydr. Depth (ft) 1. 56 1. 91 2.58 Conv. Total (cfs) 374759.6 Conv. (cfs) 24377.7 11871. 4 338510.4 Length Wtd. (ft) ' 47.00 Wetted Per. (ft) 214.24 72 . 20 1176.86 Min Ch El (ft) 186.30 Shear (lb/sq ft) 0.10 0 .11 0 .17 Alpha 1.02 Stream Power (lb/ft s) 0.25 0.36 0 .63 Frctn Loss (ft) Cum Volume (acre-ft) 138.20 63.83 220.17 C & E Loss (ft) Cum SA (acres) 42.15 6.11 69.25 CULVERT RIVER: RIVER-1 REACH: Reach-1 RS : 13880 .5 INPUT Description: Bridge #1 Distance from Upstream XS 0 Deck/Roadway Width 47 Weir Coefficient 2 .6 Bridge Deck/Roadway Skew Upstream Deck/Roadway Coordinates num= 28 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1000 206.1 1100 201. 4 1200 196.7 1239 198.6 1300 198.8 1335 199 1335.7 199 1336.1 199 1337.4 199 1339 199 1340.6 199 1341. 9 199 1342.3 199 1343 199 1400 198.1 1500 195.8 1600 195.4 1700 195.6 1800 195.9 1900 196.5 2000 197.1 2100 197.4 2200 197.9 2300 198.3 2400 198.8 2500 199.4 2600 200.1 4300 210 Upstream Bridge Cross Section Data Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 20 6.1 1100 201.4 1200 196.7 1239 198.6 1300 198.8 1335 199 1335 189 1335.7 188 1336.1 187.2 1337.4 186.6 1339 186.3 1340.6 186.6 1341. 9 187 1342.3 188 1343 189.8 1343 199 1400 198.1 1500 195.8 1600 195.4 1700 195.6 1800 195.9 1900 196.5 2000 197.1 2100 198.4 2200 197.9 2300 197.3 2400 198.8 2500 198.4 2600 200.1 4300 210 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .025 1339 .02 1400 .025 Bank Sta: Left Right Coeff Contr. Expan. 1339 1400 .3 .3 Downstream Deck/Roadway Coordinates num= 28 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1000 206.1 206.1 1100 201 201 1200 196.7 196.7 1239 198.6 198.6 1300 198.8 198 .8 1335 199 188.9 1335.7 199 1336.1 199 1337 . 4 199 1339 199 1340.6 199 1341. 9 199 1342 .3 199 1343 199 1400 198.1 1500 195.8 1600 195.4 1700 195.6 1800 195.9 1900 196.5 2000 197.1 2100 197. 4 2200 197.9 2300 198.3 2400 198.8 2500 199.4 2600 200.1 4300 210 Downstream Bridge Cross Section Data Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 206.1 1100 201. 4 1200 196.7 1239 198.6 1300 198 .8 1335 199 1335 188.9 1335.7 187.1 1336.1 186 1337.4 185 .7 1339 185.4 1340.6 185.7 1341.9 186.3 1342.3 187.1 1343 188 .9 1343 199 1400 198.1 1500 195.8 1600 195.4 1700 195.6 1800 195.9 1900 196.5 2000 197 .1 2100 198.4 2200 197 .9 2300 197.3 2400 198.8 2500 198 .4 2600 200.1 4300 210 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .025 1335 .02 1343 .025 Bank Sta: Left 1335 Right 1343 Coeff Contr. . 3 Expan. . 3 Upstream Embankment side slope Downstream Embankment side slope Maximum allowable submergence for weir Elevation at which weir flow begins Energy head used in spillway design Spillway height used in design flow= 0 horiz. to 1.0 vertical 0 horiz. to 1.0 vertical .95 Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Circular 8 FHWA Chart # 2 -Corrugated Metal Pipe Culvert FHWA Scale # 2 -Mitered to conform to slope Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length n Value Entrance Loss Coef 0 4 7 . 022 . 6 Exit Loss Coef 1 Upstream Elevation = 186.3 Centerline Station = 1339 Downstream Elevation= 185.4 Centerline Station 1339 CULVERT OUTPUT Profile #PF 1 Culvert ID : Culvert #1 Culv Q (cfs) 0 .01 Culv Vel In (ft/s) 0.00 # Barrels 1 Culv Vel Out (ft/s) 0.00 Q Barrel (cfs) 0.01 Culv Inv El Up (ft) 186.30 E.G. us. (ft) 199.91 Culv Inv El Dn (ft) 185.40 w.s. us. (ft) 199.71 Culv Frctn Ls (ft) 0.00 Delta EG (ft) 0.00 Culv Ext Lss (ft) Delta WS (ft) 0.01 Culv Ent Lss (ft) 0.00 E.G. IC (ft) 199.86 Q Weir (cfs) 12831.50 E.G. oc (ft) 199.91 Weir Sta Lft (ft) 1131. 79 Culvert Control Outlet Weir Sta Rgt (ft) 2572.27 Culv WS In (ft) 194.30 Weir Submerg 0.92 Culv WS Out (ft) 193.40 Weir Max Depth (ft) 4.51 Culv Nml Depth (ft) Weir Avg Depth (ft) 2.40 Culv Crt Depth (ft) 0.02 Wr Flw Area (sq ft) 3460.41 Culv Ful Lngh (ft) 47.00 Min Top Rd (ft) 195.40 Warning: The weir flow over the road based on the minimum culvert energy (minimum culvert energy is computed by putting .01 cfs or .0003 ems flow through the culvert) is greater than the total flow. A weir/culvert solution cannot be calculated. It may be advisable to model the culvert as a bridge, or, if the culvert is very small compared to the total flow, to model the road as a normal cross section. CROSS SECTION REACH: Reach-1 INPUT Description: Station Elevation Sta Elev 1000 206.1 1335 199 1339 185.4 1343 199 1800 195.9 2300 197.3 Manning's n Values Sta n Val 1000 .025 RIVER: RIVER-1 RS: 13857 Data num= 30 Sta Elev Sta 1100 201.4 1200 1335 188.9 1335.7 1340.6 185.7 1341. 9 1400 198.1 1500 1900 196.5 2000 2400 198.8 2500 num= 3 Sta n Val Sta 1335 .02 1343 Bank Sta: Left Right Lengths: Left 1335 1343 1 Elev Sta Elev Sta Elev 196.7 1239 198.6 1300 198.8 187.1 1336.1 186 1337. 4 185.7 186.3 1342 .3 187.1 1343 188.9 195.8 1600 195.4 1700 195.6 197.1 2100 198.4 2200 197.9 198.4 2600 200.1 4300 210 n Val .025 Channel Right Coe ff Contr. Expan . 1 1 .3 . 3 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) Profile #PF 1 199.91 0.21 199.70 0.001072 12300.00 1440.23 3.55 14 .30 3755B7.6 1. 00 1B5.40 1. 06 0.00 0.05 Element Wt. n-Val . Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 0.025 1. 00 264.51 264.51 622.57 19B .Bl 2 .35 1. 33 19010 .4 19B.93 0.09 0.21 137 . BB 41. 93 Channel 0.020 1. 00 107.93 107.93 5BB.75 B.00 5.46 13.49 17977.9 32.15 0.22 1.23 63. 71 6.0B Right OB 0.025 1. 00 30B9.10 30B9.10 llOBB. 6B 1233.42 3.59 2.50 33B599.3 1233.49 0 .17 0 .60 216.B7 67.95 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. CROSS SECTION RIVER: RIVER-1 REACH: Reach-1 RS: 13B56 INPUT Description: Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 206.1 1100 201 1200 196.7 1239 194.6 1300 194 1335 199 1335 lBB.9 1335.7 1B7.l 1336.1 1B6.3 1337 .4 1B5.7 1339 1B5.4 1340.6 1B5.7 1341. 9 1B6 .3 1342. 3 1B7.l 1343 lBB.9 1343 199 1400 19B.l 1500 191. B 1600 191. 4 1700 191. 6 lBOO 191. 9 1900 192.5 2000 193.1 2100 193.4 2200 193.9 2300 194.3 2400 194.B 2500 194.4 2600 200.1 4300 210 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .06 1335 .05 1343 .06 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Cont r. Expan. 1335 1343 100 976 100 .3 . 3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 1335 190.5 1343 4300 195.4 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 199.B5 Element Left OB Channel Right OB Vel Head (ft) 0.03 Wt. n-Val. 0.060 0.050 0.060 w.s. Elev (ft) 199.B2 Reach Len. (ft) 100.00 976.00 100.00 Crit W.S. (ft) 195.41 Flow Area (sq ft) 72B. 71 lOB.64 7636.BB E.G. Slope (ft/ft) 0.000327 Area (sq ft) 72B. 71 lOB.64 7636.BB Q Total (cfs) 12300.00 Flow (cfs) 752.72 131. 96 11415.32 Top Width (ft) 1467. 64 Top Width (ft) 207 .55 B.00 1252.0B Vel Total (ft/s) 1. 45 Avg. Vel. (ft/s) 1. 03 1. 21 1. 49 Max Chl Dpth (ft) 14. 42 Hydr. Depth (ft) 3.51 13.5B 6.10 Conv. Total (cfs) 6B0162. 6 Conv. (cfs) 41623.6 7297. 3 631241.6 Length Wtd. (ft) 22B.35 Wetted Per. (ft) 20B.04 31.97 1252.45 Min Ch El (ft) 1B5.40 Shear (lb/sq ft) 0.07 0.07 0.12 Alpha 1. 02 Stream Power (lb/ft s) 0.07 O.OB 0.19 Fr ctn Loss (ft) 0.13 Cum Volume (acre-ft) 137. B7 63.71 216.75 C & E Loss (ft) 0 .03 Cum SA (acres) 41. 93 6.0B 67 . 92 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 parabolic search method failed to converge on critical depth. The program will try the cross section slice/secant method to find critical depth. CROSS SECTION REACH: Reach-1 INPUT RIVER: RIVER-1 RS: 12BBO Description: Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 203.6 llOO 199.4 1200 199 1243 199.7 1300 198.5 1400 195 .4 1500 193.6 1600 194 .B 1700 195.4 1800 195.3 1900 194.5 1929 192.7 1940 184 .9 1951 181. 9 1962 183.5 1971 194.6 2000 195.9 2100 194.7 2200 195.5 2300 196 2400 197.3 2500 197 .B 2600 197.9 4320 210 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .065 1900 .05 1971 . 065 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1900 1971 1550 2065 1250 . 1 .3 CROSS SECTION OUTPUT Profile #PF 1 E .G. Elev (ft) 199.69 Element Left OB Channel Right OB Vel Head (ft) 0.13 Wt. n-Val. 0.065 0.050 0.065 w.s. Elev (ft) 199.56 Reach Len. (ft) 1550.00 2065.00 1250.00 Crit W.S. (ft) Flow Area (sq ft) 2710. 37 749.17 2238 .76 E.G. Slope (ft/ft) 0.001219 Area (sq ft) 2710. 37 749.17 2238.76 Q Total (cfs) 12300.00 Flow (cfs) 5460.37 3472.29 3367.34 Top Width (ft) 1725.14 Top Width (ft) 788.85 71.00 865.28 Vel Total (ft/s) 2.16 Avg. Vel. (ft/s) 2.01 4. 63 1. 50 Max Chl Dpth (ft) 17.66 Hydr. Depth (ft) 3.44 10.55 2.59 Conv. Total (cfs) 352306.3 Conv. (cfs) 156400.2 99456.0 96450.1 Length Wtd. (ft) 1565.77 Wetted Per. (ft) 788.95 79.35 865.34 Min Ch El (ft) 181.90 Shear (lb/sq ft) 0.26 0 . 72 0.20 Alpha 1. 82 Stream Power (lb/ft s) 0.53 3.33 0.30 Frctn Loss (ft) 2.20 Cum Volume (acre-ft) 133.93 54.10 205.41 C & E Loss (ft) 0.01 Cum SA (acres) 40.78 5.19 65. 49 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 indi cate the need for additional cross sections. CROSS SECTION REACH: Reach-1 INPUT Description: RIVER: RIVER-1 RS: 10815 Station Elevation Data num= 56 Sta Elev 1000 204.5 1246 196.5 1491 193.3 1637 193.3 1778 187.9 1814 193 2023 193.2 2214 193.4 2388 192.2 2856 197.1 3408 199.9 3960 203.B Manning's n Values Sta n Val 1000 . 07 Sta 1084 1253 1506 1675 1785 1840 2083 2232 2414 2966 3518 Elev 200.B 196.4 193.4 193.5 183.B 193.9 193.3 191. 5 194.3 197.9 200.9 num= Sta n Val 1759 .065 Sta ll23 1337 1590 1737 1793 1862 2ll9 2252 2523 3077 3629 3 Sta 1814 Elev 200 194.B 193.2 193.6 182.1 193.4 193.3 193.7 195 198.2 201.7 n Val .OB Sta ll69 1368 1608 1759 1803 1931 2193 2297 2635 3187 3739 Bank Sta: Left 1759 Right 1814 Lengths: Left Channel Right 1250 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) vel Total (ft/s) 1550 2065 Profile #PF 1 197.48 0.10 197.39 0.001657 11500.00 1672.20 1. 98 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Elev 198.7 194.5 193.1 193 183.5 192.B 193.B 194.2 194.B 198.6 202.4 Sta 1205 1422 1620 1776 1804 1973 2206 2304 2745 3298 3850 Coeff Contr. .1 Left OB 0.070 ·1550. 00 1819.57 1819.57 3551. 36 535.73 1. 95 Elev 198.1 193 .4 191. 6 188.1 183.9 193 193.6 194.2 195.6 199.3 203.1 Expan . .3 Channel 0.065 2065.00 580.19 580.19 2431. 80 55.00 4.19 Right OB 0.080 1250.00 3400.59 3400.59 5516.84 1081.47 1. 62 Max Chl Dpth (ft) 15.29 Hydr. Depth (ft) 3.40 10.55 3.14 Conv. Total (cfs) 2B2527.l Conv. (cfs) B724B. 2 59743.5 135535.4 Length Wtd. (ft) 1453.44 Wetted Per. (ft) 535.96 60.69 10Bl.B4 Min Ch El (ft) 1B2.10 Shear (lb/sq ft) 0.35 0.99 0.33 Alpha 1. 57 Stream Power (lb/ft s) 0.69 4.14 0.53 Frctn Loss (ft) 2.21 Cum Volume (acre-ft) 53 .33 22.59 124.50 c & E Loss (ft) 0 .01 Cum SA (acres) 17.22 2.20 37.56 Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous c ross section. This may indicate the need for additional cross sections. CROSS SECTION REACH: Reach-1 RIVER: RIVER-1 RS: B750 INPUT Description: Station Elevation Data num= 37 Sta Elev Sta Elev Sta Elev Sta 1000 205.4 llOO 200.B 1200 194.3 1300 1495 190 1505 1B7.9 1519 191. 2 1600 1626 1B3.3 1634 1B2.3 1643 1B3.6 1656 lBOO 190.9 1910 190.B 2000 190.4 2019 2053 1B9.B 2100 190.6 2200 190.5 2300 2500 190.5 2600 192.B 2700 193.4 2BOO 3000 193.B 3100 194.1 3200 195.3 3300 3500 197 3600 197.7 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .07 161B .065 1656 .OB Bank Sta: Left Right Lengths: Left Channel Right 161B 1656 ' 0 0 0 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 195.26 Element Vel Head (ft) 0.06 Wt. n-Val. w.s. Elev (ft) 195.20 Reach Len. (ft) Crit W.S. (ft) 192.43 Flow Area (sq ft) E.G. Slope (ft/ft) 0. 001400 Area (sq ft) Q Total (cfs) ll500. 00 Flow (cfs) Top Width (ft) 2005.97 Top Width (ft) Vel Total (ft/s) 1. 6B Avg. Vel. (ft/s) Max Chl Dpth (ft) 12.90 Hydr. Depth (ft) Conv. Total (cfs) 307351.1 Conv. (cfs) Length Wtd. (ft) Wetted Per. (ft) Min Ch El (ft) 1B2.30 Shear (lb/sq ft) Elev Sta 194.2 1400 192.4 161B 191. 3 1700 1B9.4 2035 191 2400 193.3 2900 195.9 3400 Coef f Contr. .1 Left OB 0 .070 ll77.97 ll77.97 1B24.36 431. 92 1. 55 2 .73 4B75B.l 432.62 0.24 Alpha 1. 29 Stream Power (lb/ft s) 0.37 Frctn Loss (ft) Cum Volume (acre-ft) C & E Loss (ft) Cum SA (acres) SUMMARY OF MANNING'S N VALUES River:RIVER-1 Reach River Sta. nl n2 n3 Reach-1 62720 .07 . 065 .075 Reach-1 61960 .07 .065 .075 Reach-1 61200 .07 . 065 .075 Reach-1 59900 .07 . 065 .07 Reach-1 5B600 .07 .065 .07 Reach-1 57300 .OB5 . 065 .OB5 Reach-1 56000 .OBS .065 .OBS Reach-1 54700 .OB5 . 065 .OB5 Reach-1 53400 .07 . 065 .075 Reach-1 52666 .OBS .065 .OB5 Reach-1 51932 .OB5 .065 .OB5 Reach-1 Sll9B .OB5 .065 .OBS Reach-1 50464 .OB5 .065 .OBS Reach-1 49730 .OB5 .065 .OB5 Elev 192.1 191. 5 191.1 1B5.5 1B9.9 193.1 196.5 Expan. .3 Channel Right OB 0.065 O.OBO 372 . 77 5276.59 372 . 77 5276.59 1330.75 B344.B9 3B.OO 1536.05 3 .57 1. 5B 9.Bl 3.44 35565.9 223027.2 43 . 72 1537. ll 0 .75 0.30 2.66 0.47 Reach-1 49120 .085 .065 .085 Reach-1 48510 .085 . 065 .085 Reach-1 47900 .06 .055 .09 Reach-1 46940 .06 .055 .09 Reach-1 45980 .06 .055 .09 Reach-1 45020 .06 .055 .09 Reach-1 43850 .075 .06 .09 Reach-1 42680 .05 .045 .05 Reach-1 42584 .015 .02 .015 Reach-1 42583 Bridge Reach-1 42540 .015 .02 .015 Reach-1 42539 .05 .045 .05 Reach-1 42440 .075 .055 .075 Reach-1 41710 .085 .07 .085 Reach-1 41088 .085 .07 .085 Reach-1 40466 .085 .07 .085 Reach-1 39844 .085 .07 .085 Reach-1 39222 .085 .07 .085 Reach-1 38600 .085 .07 .085 Reach-1 38434 .085 .07 .085 Reach-1 38268 .085 .07 .085 Reach-1 38012 .085 .07 .085 Reach-1 37936 .085 .07 .085 Reach-1 37770 .085 .07 .085 Reach-1 37604 .085 .07 .085 Reach-1 37438 .085 .07 .085 Reach-1 37272 .085 .07 .085 Reach-1 37106 .085 .07 .085 Reach-1 36940 .085 .07 .085 Reach-1 36774 .085 .07 .085 Reach-1 36608 .085 .07 .085 Reach-1 36442 .085 .07 .085 Reach-1 36276 .085 .07 .085 Reach-1 36110 .085 .07 .085 Reach-1 35944 .085 .07 .085 Reach-1 35778 .085 .07 .085 Reach-1 35612 .085 .07 .085 Reach-1 35446 .085 .07 .085 Reach-1 35280 .085 .07 .085 Reach-1 34200 .075 .07 .085 Reach-1 33586 .075 .07 .085 Reach-1 32972 .075 .07 .085 Reach-1 32358 .075 .07 .085 Reach-1 31744 .075 .07 .085 Reach-1 31130 .075 .07 .085 Reach-1 30520 .085 .07 .085 Reach-1 29910 .085 .07 .085 Reach-1 29300 .085 .07 .085 Reach-1 28690 .085 .07 .085 Reach-1 28080 .085 .07 .085 Reach-1 27210 .085 .07 .085 Reach-1 26340 .08 .065 .085 Reach-1 24490 .08 . 065 .085 Reach-1 22640 .07 .06 .07 Reach-1 20790 .07 .06 .07 Reach-1 20185 .07 .055 .07 Reach-1 19580 .07 .055 .07 Reach-1 17930 .07 .055 .07 Reach-1 16280 .07 .055 .07 Reach-1 15780 .065 .OS .065 Reach-1 15280 .065 .05 .065 Reach-1 14780 . 065 .05 .065 Reach-1 14280 . 065 .05 .065 Reach-1 13905 .06 .05 .06 Reach-1 13904 .025 . 02 .025 Reach-1 13880.5 Culvert Reach-1 13857 .025 .02 .025 Reach-1 13856 .06 .05 .06 Reach-1 12880 .065 .05 .065 Reach-1 10815 .07 .065 .08 Reach-1 8750 .07 .065 .08 SUMMARY OF REACH LENGTHS River: RIVER-1 Reach River Sta. Left Channel Right Reach-1 62720 650 760 575 Reach-1 61960 650 760 575 Reach-1 61200 1050 1300 1083.3 Reach-1 59900 1050 1300 1083.3 Reach-1 58600 1050 1300 1083.3 Reach-1 57300 1050 1300 1083 Reach-1 56000 1050 1300 1083 Reach-1 54700 1050 1300 1083 Reach-1 53400 460 734 480 Reach-1 52666 460 734 480 Reach-1 51932 460 734 480 Reach-1 51198 460 734 480 Reach-1 50464 460 734 480 Reach-1 49730 266.7 610 516 Reach-1 49120 266.7 610 516.7 Reach-1 48510 266.7 610 516 .7 Reach-1 47900 783.3 960 696.7 Reach-1 46940 783.3 960 696.7 Reach-1 45980 783.3 960 696.7 Reach-1 45020 900 1170 750 Reach-1 43850 900 1170 730 Reach-1 42680 96 96 96 Reach-1 42584 44 44 44 Reach-1 42583 Bridge Reach-1 42540 1 1 1 Reach-1 42539 99 99 99 Reach-1 42440 500 730 900 Reach-1 41710 600 622 560 Reach-1 41088 600 622 560 Reach-1 40466 600 622 560 Reach-1 39844 600 622 560 Reach-1 39222 600 622 560 Reach-1 38600 155 166 92.5 Reach-1 38434 155 166 92.5 Reach-1 38268 155 166 92 .5 Reach-1 38012 155 166 92.5 Reach-1 37936 155 166 92.5 Reach-1 37770 155 166 92.5 Reach-1 37604 155 166 92.5 Reach-1 37438 155 166 92.5 Reach-1 37272 155 166 92.5 Reach-1 37106 155 166 92.5 Reach-1 36940 155 166 92 .5 Reach-1 36774 155 166 92.5 Reach-1 36608 155 166 92.5 Reach-1 36442 155 166 92.5 Reach-1 36276 155 166 92.5 Reach-1 36110 155 166 92.5 Reach-1 35944 155 166 92.5 Reach-1 35778 155 166 92.5 Reach-1 35612 155 166 92.5 Reach-1 35446 155 166 92.5 Reach-1 35280 700 1080 1050 Reach-1 34200 570 614 520 Reach-1 33586 570 614 520 Reach-1 32972 570 614 520 Reach-1 32358 570 614 520 Reach-1 31744 570 614 520 Reach-1 31130 400 610 540 Reach-1 30520 400 610 540 Reach-1 29910 400 610 540 Reach-1 29300 400 610 540 Reach-1 28690 400 610 540 Reach-1 28080 825 870 515 Reach-1 27210 825 870 515 Reach-1 26340 1283.3 1850 1473.3 Reach-1 24490 1283.3 1850 1473.3 Reach-1 22640 1283.3 1850 1473.3 Reach-1 20790 575 605 575 Reach-1 20185 575 605 575 Reach-1 19580 1650 1650 1300 Reach-1 17930 1650 1650 1300 Reach-1 16280 482.5 500 485 Reach-1 15780 482.5 500 485 Reach-1 15280 482.5 500 485 Reach-1 14780 482.5 500 485 Reach-1 14280 300 375 450 Reach-1 13905 1 1 1 Reach-1 13904 47 47 47 Reach-1 13880.5 Culvert Reach-1 13857 1 1 1 Reach-1 13856 100 976 100 Reach-1 12880 1550 2065 1250 Reach-1 10815 1550 2065 1250 Reach-1 8750 0 0 0 SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: RIVER-1 Reach River Sta . Contr . Expan. Reach-1 62720 .1 .3 Reach-1 61960 .1 . 3 Reach-1 61200 .1 .3 Reach-1 59900 .1 . 3 Reach-1 58600 .1 . 3 Reach-1 57300 .1 . 3 Reach-1 56000 .1 . 3 Reach-1 54700 .1 .3 Reach-1 53400 .1 . 3 Reach-1 52666 .1 .3 Reach-1 51932 .1 .3 Reach-1 51198 .1 .3 Reach-1 50464 .1 . 3 Reach-1 49730 .1 .3 Reach-1 49120 .1 .3 Reach-1 48510 .1 .3 Reach-1 47900 .1 . 3 Reach-1 46940 .1 .3 Reach-1 45980 .1 .3 Reach-1 45020 .1 .3 Reach-1 43850 .1 . 3 Reach-1 42680 . 4 . 6 Reach-1 42584 . 4 . 6 Reach-1 42583 Bridge Reach-1 42540 . 4 . 6 Reach-1 42539 . 4 . 6 Reach-1 42440 . 4 . 6 Reach-1 41710 .1 .3 Reach-1 41088 .1 .3 Reach-1 40466 .1 .3 Reach-1 39844 .1 .3 Reach-1 39222 .1 .3 Reach-1 38600 .1 .3 Reach-1 38434 .1 .3 Reach-1 38268 .1 . 3 Reach-1 38012 .1 . 3 Reach-1 37936 .1 . 3 Reach-1 37770 .1 . 3 Reach-1 37604 .1 . 3 Reach-1 37438 .1 .3 Reach-1 37272 .1 .3 Reach-1 37106 .1 .3 Reach-1 36940 .1 . 3 Reach-1 36774 .1 .3 Reach-1 36608 .1 . 3 Reach-1 36442 .1 . 3 Reach-1 36276 .1 . 3 Reach-1 36110 .1 . 3 Reach-1 35944 .1 . 3 Reach-1 35778 .1 .3 Reach-1 35612 .1 . 3 Reach-1 35446 .1 .3 Reach-1 35280 .1 .3 Reach-1 34200 .1 . 3 Reach-1 33586 .1 . 3 Reach-1 32972 .1 . 3 Reach-1 32358 .1 . 3 Reach-1 31744 .1 . 3 Reach-1 31130 .1 . 3 Reach-1 30520 .1 . 3 Reach-1 29910 .1 . 3 Reach-1 29300 .1 . 3 Reach-1 28690 .1 .3 Reach-1 28080 .1 . 3 Reach-1 27210 .1 .3 Reach-1 26340 .1 . 3 Reach-1 24490 .1 . 3 Reach-1 22640 .1 . 3 Reach-1 20790 .1 . 3 Reach-1 20185 .1 . 3 Reach-1 19580 .1 .3 Reach-1 17930 .1 .3 Reach-1 16280 .1 .3 Reach-1 15780 .1 .3 Reach-1 15280 .1 .3 Reach-1 14780 .1 .3 Reach-1 14280 .1 .3 Reach-1 13905 .3 .3 Reach-1 13904 .3 .3 Reach-1 13880.5 Culvert Reach-1 13857 .3 .3 Reach-1 13856 .3 .3 Reach-1 12880 .1 .3 Reach-1 10815 .1 .3 Reach-1 8750 .1 .3 Profile Output Table -Standard Table 1 Reach River Sta Q Total Min Ch El w.s. Elev Cr it W.S. E.G. Elev E .G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 8750 11500.00 182.30 195 .20 192.43 195 .26 0.001400 3.57 6827.33 2005.97 0.20 Reach-1 10815 11500.00 182.10 197.39 197 .48 0.001657 4.19 5800.35 1672.20 0.23 Reach-1 12880 12300.00 181. 90 199.56 199.69 0.001219 4.63 5698.29 1725.14 0.25 Reach-1 13856 12300.00 185.40 199.82 195.41 199.85 0.000327 1.21 8474.22 1467. 64 0.06 Reach-1 13857 12300.00 185.40 199.70 199.91 0.001072 5 .46 3461. 54 1440.23 0.26 Reach-1 13880.5 Culvert Reach-1 13904 12300.00 186.30 199.71 198.37 199.91 0.001077 3.35 3463.70 1440.74 0.43 Reach-1 13905 12300.00 185.40 199.92 195.41 199 .96 0 .000301 1.17 8674.53 1465.55 0.06 Reach-1 14280 12300.00 185.00 200.03 200.07 0.000231 2.43 10908.45 2255.92 0.12 Reach-1 14780 12300.00 186.10 200.17 200.23 0.000467 3.23 8603.14 2120.36 0.17 Reach-1 15280 12300.00 187.10 200.47 200.57 0.001026 4.48 6642.10 1992.37 0.24 Reach-1 15780 12300.00 188.10 201.06 201. 17 o. 001471 4.94 6287.98 2164.57 0.28 Reach-1 16280 12300.00 189.20 201. 83 201. 91 0.001577 4.30 6401. 98 2053.17 0 .25 Reach-1 17930 12300.00 192.20 203.75 203.79 0.000972 3.39 8053.48 2458.15 0.20 Reach-1 19580 12300.00 195.10 205.29 205 .33 0 .001025 3 .24 8484.43 2895.76 0.21 Reach-1 20185 12300.00 194.00 206.11 204 .92 206.24 0 .002483 5 .28 5616.66 2225.75 0.32 Reach-1 20790 12300.00 192.90 207.48 206.33 207.62 0 .002275 5.05 5653.24 2224.78 0.29 Reach-1 22640 11500.00 195.00 210.02 210.10 0.001236 3.87 6775.58 2350.77 0.21 Reach-1 24490 11500. 00 197.00 212.07 212.16 0.001502 3.92 6960.42 2314.56 0.22 Reach-1 26340 11500. 00 199.10 214 .18 214.25 0.001244 3.57 7368.72 2291. 73 0.20 Reach-1 27210 11500.00 200.00 215.09 215.15 0.001378 3.47 7298.41 2218.56 0.19 Reach-1 28080 11500.00 200.90 215.83 215.86 0.000695 2.43 9407.77 2354.70 0.13 Reach-1 28690 11500.00 202.00 216.28 216.34 0.001642 3.66 6739.49 2017.49 0.21 Reach-1 29300 11500. 00 203.00 217.22 217. 33 0.002521 4.60 5499.30 1726.59 0.26 Reach-1 29910 11500. 00 204.10 218.50 218.65 0.002706 5.03 4996.06 1483.21 0.27 Reach-1 30520 11500.00 205.10 219.88 220.04 0.002605 5.08 4839.48 1343.92 0.27 Reach-1 31130 7800.00 206.20 220.96 221.02 0.001242 3.60 4702.75 1214.78 0.19 Reach-1 31744 7800.00 207.10 221.86 222 .12 0.003072 5.61 2632.61 771. 76 0.29 Reach-1 32358 7800.00 208.10 223.40 223.59 0.002183 4.80 2770.95 565.87 0.25 Reach-1 32972 7800.00 209.00 224.60 224.76 0.001953 4.47 2881. 45 545.54 0.23 Reach-1 33586 7800.00 210.00 225. 71 225.84 0.001892 4.05 2966.14 540.81 0.22 Reach-1 34200 7800.00 210.90 226.70 226.82 0.001632 3.94 3100.53 539.45 0.21 Reach-1 35280 7800.00 207.00 227.29 227.33 0.000248 2.13 6127.12 925.54 0.09 Reach-1 35446 7800.00 207.70 227.32 227.37 0.000300 2.28 5793.58 941. 4 9 0.10 Reach-1 35612 7800.00 208.40 227.36 227.42 0.000362 2.44 5457.22 940.21 0.11 Reach-1 35778 7800.00 209.00 227.41 227.48 0.000451 2.64 5095.55 943.31 0.12 Reach-1 35944 7800.00 209.70 227.48 227.56 0.000559 2.85 4768. 64 946.33 0.13 Reach-1 36110 7800.00 210.40 227.56 227. 65 0.000693 3.08 4453.96 948.56 0.15 Reach-1 36276 7800.00 211.10 227.65 227.77 0.000866 3.34 4161. 03 954.56 0.16 Reach-1 36442 7800.00 211. 80 227.78 227.91 0.001079 3.63 3883.62 958.65 0.18 Reach-1 36608 7800.00 212.40 227.93 228.08 0.001300 3.85 3692.34 958.06 0.20 Reach-1 36774 7800.00 213.10 228.12 228.29 0.001645 4.21 3426.63 962.73 0.22 Reach-1 36940 7800.00 213.80 228.36 228.55 0.001933 4.44 3287.25 966.48 0.24 Reach-1 37106 7800.00 214.50 228.63 228.85 0.002323 4.74 3132. 72 974.93 0.26 Reach-1 37272 7800.00 215.20 228.96 229.20 0. 002711 5.01 3010.17 985.48 0.28 Reach-1 37438 7800.00 215.80 229.36 229.57 0.002738 4.90 3116.89 1040.47 0.28 Reach-1 37604 7800.00 216.50 229.74 229.96 0.003130 5.13 3104.25 1105.75 0.29 Reach-1 37770 7800.00 217.20 230.17 230.37 0.003208 5.09 3179.21 1143.00 0.30 Reach-1 37936 7800.00 217.90 230.60 230.79 0.003224 4.98 3275.02 1182. 80 0.29 Reach-1 38012 7800.00 218.60 231. 03 231.19 0.003315 4.92 3395.65 1271. 55 0.30 Reach-1 38268 7800.00 219.20 231. 45 231. 59 0.003173 4.69 3474.65 1239.16 0.29 Reach-1 38434 7800.00 219.90 231. 84 231. 96 0.003160 4.52 3556.02 1263. 45 0.28 Reach-1 38600 7800.00 220.60 232.22 232.33 0.003177 4.38 3625.98 1291. 23 0.28 Reach-1 39222 7800.00 221.70 233.87 233.97 0.002544 4.21 3952.74 1386.61 0.25 Reach-1 39844 7800.00 222.90 235.31 235.42 0.002421 4.28 4096.98 1494.11 0.25 Reach-1 40466 7800.00 224.00 236.70 236.80 0.002291 4.31 425B.36 161B.25 0.25 Reach-1 410BB 7B00.00 225.20 23B .04 23B.15 0.002259 4.35 4435.61 1B02 .14 0 .25 Reach-1 41710 7BOO.OO 226.30 239 .3B 239.4B 0.002212 4. 37 4664.75 204B.OO 0.25 Reach-1 42440 B300.00 22B.OO 241. 39 23B.50 242.41 0.005B39 B.OB 1027.62 1349.B3 0.51 Reach-1 42539 B300.00 229.20 241. BB 23B.07 242.B6 0.003503 7.95 1044.6B 123.B3 0.4B Reach-1 42540 B300.00 229.20 241. 90 23B.17 242.B7 0 .0006B3 7.B9 1051. 97 124.47 0.4B Reach-1 425B3 Bridge Reach-1 425B4 B300.00 229.20 242 .16 23B.16 243.09 0.000645 7.74 1072. 75 125.3B 0.47 Reach-1 426BO B300.00 22B .OO 243.45 243.4B O.OOOllB 1. 64 B006.73 1615.61 0.09 Reach-1 43B50 B300.00 229.BO 243.66 243.75 0.001097 3.54 4461.77 1166.23 0.21 Reach-1 45020 B300 .00 231. 60 244 .95 245.0B 0.001707 4.61 339B.25 1019.75 0.26 Reach-1 459BO B300.00 233 .70 247.03 247.B7 0.007146 9.77 1460.54 37 6. 90 0.55 Reach-1 46940 B300.00 235.90 250.74 251. 02 0.002260 6.27 26B5.92 571.19 0.32 Reach-1 47900 B300.00 23B.OO 252 .16 252.27 0.001124 4.36 409B.40 749.71 0.23 Reach-1 4B510 B300.00 239.60 252.BB 253.02 0.002050 4.92 3403.54 717.30 0.26 Reach-1 49120 B300.00 241.10 253 .9B 254 .14 0 . 002710 5.37 3125.Bl 70B .10 0.29 Reach-1 49730 4500.00 242.70 254.77 254 .79 0.000673 2.51 4125.60 1204.45 0.14 Reach-1 50464 4500.00 244.10 255.33 255.45 0. 002710 4 .76 231B.B9 902.52 0.2B Reach-1 5119B 4500.00 245.50 257.01 257 .21 0 .003900 5.7B 1934.46 B00.26 0.33 Reach-1 51932 4500.00 246.BO 259.12 259.34 0.003797 5.93 1950.29 B57.41 0.33 Reach-1 52666 4500.00 24B.20 261.15 261. 36 0.003397 5.74 19B7.56 B25.54 0.31 Reach-1 53400 4500.00 249.60 262.92 263.11 0 .002B99 5.36 1B63.57 7B0.12 0.29 Reach-1 54700 4900.00 251. 70 265.64 265. 76 0.001929 4.59 2657 .14 930.17 0.24 Reach-1 56000 4900.00 253.70 267. 68 267. 7B 0.001672 4.30 2B71.16 1003.13 0.22 Reach-1 57300 4900.00 255.BO 269 .49 269.5B 0.001555 4.14 2910.57 949.41 0.22 Reach-1 5B600 4900.00 257 .90 271.12 271. 20 0.001352 3.Bl 2B06.02 1005.66 0.20 Reach-1 59900 4900.00 259.90 272.77 272.B6 0.001659 4.13 26B5.64 109B.15 0.22 Reach-1 61200 4900.00 262.00 274.62 274.70 0.001651 4.10 2946.56 12B7.55 0.22 Reach-1 61960 2500.00 265.30 275.60 275.64 0.001201 2.BB 1B04.69 713.53 0.18 Reach-1 62720 2500.00 26B.50 276.72 276.BO 0 .003269 3.74 1252.BO 576.19 0.27 ERRORS WARNINGS AND NOTES Errors Warnings and Notes for Plan : Imported Pla River: RIVER-1 Reach: Reach-1 RS: 62720 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 61960 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 61200 Profile : Warning:The energy loss was greater than 1.0 ft (0.3 cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 59900 Profile: Warning:The energy loss was greater than 1.0 ft (0.3 cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 58600 Profile: Warning:The energy loss was greater than 1.0 ft (0.3 cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 57300 Profile: Warning:The energy loss was greater than 1.0 ft (0.3 cross section. This may indicate the need for additional cross sections. PF 1 m). PF 1 m). PF 1 m). PF 1 m). River: RIVER-1 Reach: Reach-1 RS: 56000 Profile: PF 1 between the current and previous between the current and previous between the current and previous between the current and previous 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. River: RIVER-1 Reach: Reach-1 RS: 54700 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 53400 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 52666 Profile: PF 1 Warning:The energy loss was greater than 1.0 ft (0.3 m). bet ween the current and prev ious cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 51932 Profile: PF 1 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 previou~ cross section. This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 51198 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 50464 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 49120 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 47900 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 46940 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 45980 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 45020 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 43850 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 42680 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 42584 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 42583 Profile: PF 1 ·Note: Yarnell answer is not valid if the water surface is above the low chord or if there is weir flow. The Yarnell answer has been disregarded. River: RIVER-1 Reach: Reach-1 RS: 42540 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 42440 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 41710 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 41088 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 40466 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 39844 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 39222 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 37438 Profile: PF 1 Warning:Divided flow computed for this cross-section. River: RIVER-1 Reach: Reach-1 RS: 35280 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 33586 Profile: PF 1 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 . River: RIVER-1 Reach: Reach-1 RS: 32972 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 32358 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 31744 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 30520 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 29910 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 28690 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 28080 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 26340 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 24490 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 22640 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 20790 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 20185 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 19580 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 17930 Profile: PF 1 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. River: RIVER-1 Reach: Reach-1 RS: 15280 Profile: PF 1 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 . River: RIVER-1 Reach: Reach-1 RS: 13905 Profile: PF 1 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 parabolic search method failed to converge on critical depth. The program will try the cross section slice/secant method to find critical depth. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. River: RIVER-1 Reach: Reach-1 RS: 13880.5 Profile: PF 1 Warning:The weir flow over the road based on the minimum culvert energy (minimum culvert energy is computed by putting .01 cfs or .0003 ems flow through the culvert) is greater than the total flow. A weir/culvert solution cannot be calculated. It may be advisable to model the culvert as a bridge, or, if the culvert is very small compared to the total flow, to model River: RIVER-1 Reach: Reach-1 Warning:The conveyance ratio than 0.7 or greater than 1.4. the road as a normal cross section. RS: 13857 Profile: PF 1 (upstream conveyance divided by downstream conveyance) is less This may indicate the need for additional cross sections. River: RIVER-1 Reach: Reach-1 RS: 13856 Profile: PF 1 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. Warni ng:The parabolic search method failed to converge on critical depth. The program will try the cross section slice/secant method to find critical depth. River: RIVER-1 Reach: Reach-1 RS: 12880 Profile: PF 1 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 . River: RIVER-1 Reach: Reach-1 RS: 10815 Profile : PF 1 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 sec tions. HEC-RAS Plan: Imported Pia River. RIVER-1 Reach: Reach-1 12300.00 185.40 199.82 195.41 199.85 0.000327 1.21 8474.22 1467.64 0.06 12300.00 185.40 199.70 199.91 0.001072 5.46 3461 .54 1440.23 0.26 Culvert 12300.00 186.30 199.71 198.37 199.91 0.001077 3.35 3463.70 1440.74 0.43 12300.00 185.40 199.92 195.41 199.96 0.000301 1.17 8674.53 1465.55 0.06 12300.00 185.00 200.03 200.07 0.000231 2.43 10908.45 2255.92 0.12 12300.00 186.10 200.17 200.23 0.000467 3.23 8603.14 2120.36 0.17 12300.00 187.10 200.47 200.57 0.001026 4.48 6642.10 1992.37 0.24 12300.00 188.10 201.06 201.17 0.001471 4.94 6287.98 2164.57 0.28 12300.00 189.20 201.83 201.91 0.001577 4.30 6401.98 2053.17 0.25 12300.00 I 192.20 203.75 203.79 0.000972 3.39 6053.48 2458.15 0.20 12300.00 195.10 205.29 205.33 0.001025 3.24 8484.43 2895.76 0.21 12300.00 194.00 206.11 204.92 206.24 0.002483 5.28 5616.66 2225.75 0.32 12300.00 192.90 207.48 206.33 207.62 0.002275 5.05 5653.24 2224.78 0.29 11500.00 195.00 210.02 210.10 0.001236 3.87 6775.58 2350.77 0.21 11500.00 197.00 212.07 212.16 0.001502 3.92 6960.42 2314.56 0.22 11500.00 199.10 214.18 214.25 0.001244 3.57 7368.72 2291.73 0.20 11500.00 200.00 215.09 215.15 0.001378 3.47 7298.41 2218.56 0.19 11500.00 200.90 215.83 215.86 0.000695 2.43 9407.77 2354.70 0.13 11500.00 202.00 216.28 216.34 0.001642 3.66 6739.49 2017.49 0.21 11500.00 203.00 217.22 217.33 0.002521 4.60 5499.30 1726.59 0.26 11500.00 204.10 218.50 218.65 0.002706 5.03 4996.06 1483.21 0.27 11500.00 205.10 219.88 220.04 0.002605 5.08 4839.48 1343.92 0.27 7800.00 206.20 220.96 221.02 0.001242 3.60 4702.75 1214.78 0.19 7800.00 207.10 221.86 222.12 0.003072 5.61 2632.61 771.76 0.29 7800.00 208.10 223.40 223.59 0.002183 4.80 2770.95 565.87 0.25 7800.00 209.00 224.60 224.76 0.001953 4.47 2881 .45 545.54 0.23 7800.00 210.00 225.71 225.84 0.001892 4.05 2966.14 540.81 0.22 7800.00 210.90 226.70 226.82 0.001632 3.94 3100.53 539.45 0.21 7800.00 207.00 227.29 227.33 0.000248 2.13 6127.12 925.54 0.09 7800.00 207.70 227.32 227.37 0.000300 2.28 5793.58 941.49 0.10 7800.00 208.40 227.36 227.42 0.000362 2.44 5457.22 940.21 0.11 7800.00 209.00 227.41 227.48 0.000451 2.64 5095.55 943.31 0.12 7800.00 209.70 227.48 227.56 0.000559 2.85 4768.64 946.33 0.13 7800.00 210.40 227.56 227.65 0.000693 3.08 4453.96 948.56 0.15 7800.00 211.10 227.65 227.77 0.000866 3.34 4161.03 954.56 0.16 7800.00 211.60 227.78 227.91 0.001079 3.63 3883.62 958.65 0.18 7800.00 212.40 227.93 228.08 0.001300 3.85 3692.34 958.06 0.20 7800.00 213.10 228.12 228.29 0.001645 4.21 3426.63 962.73 0.22 7800.00 213.60 228.36 228.55 0.001933 4.44 3287.25 966.48 0.24 7800.00 214.50 228.63 228.85 0.002323 4.74 3132.72 974.93 0.26 7800.00 215.20 226.96 229.20 0.002711 5.01 3010.17 985.48 0.28 7800.00 215.60 229.36 229.57 0.002738 4.90 3116.89 1040.47 0.26 7800.00 216.50 229.74 229.96 0.003130 5.13 3104.25 1105.75 0.29 7800.00 217.20 230.17 230.37 0.003208 5.09 3179.21 1143.00 0.30 7800.00 217.90 230.60 230.79 0.003224 4.98 3275.02 1182.60 0.29 7800.00 216.60 231.03 231 .19 0.003315 4.92 3395.65 1271.55 0.30 7800.00 219.20 231.45 231 .59 0.003173 4.69 3474.65 1239.16 0.29 7800.00 219.90 231.84 231 .96 0.003160 4.52 3556.02 1263.45 0.28 7800.00 220.60 232.22 232.33 0.003177 4.38 3625.98 1291.23 0.28 7800.00 221.70 233.87 233.97 0.002544 4.21 3952.74 1386.61 0.25 7800.00 222.90 235.31 235.42 0.002421 4.28 4096.98 1494.11 0.25 7800.00 224.00 236.70 236.60 0.002291 4.31 4258.36 1618.25 0.25 7800.00 225.20 238.04 238.15 0.002259 4.35 4435.61 1802.14 0.25 7800.00 226.30 239.38 239.48 0.002212 4.37 4664.75 2048.00 0.25 8300.00 228.00 241.39 238.50 242.41 0.005839 8.08 1027.62 1349.83 0.51 8300.00 229.20 241.88 238.07 242.86 0.003503 7.95 1044.68 123.83 0.48 6300.00 229.20 241.90 238.17 242.67 0.000683 7.89 1051.97 124.47 0.48 Bridge 8300.00 229.20 242.16 238.16 243.09 0.000645 7.74 1072.75 125.38 0.47 6300.00 226.00 243.45 243.48 0.000118 1.64 6006.73 1615.61 0.09 8300.00 229.60 243.66 243.75 0.001097 3.54 4461.77 1166.23 0.21 8300.00 231 .60 244.95 245.08 0.001707 4.61 3398.25 1019.75 0.26 8300.00 233.70 247.03 247.87 0.007146 9.77 1460.54 376.90 0.55 8300.00 235.90 250.74 251.02 0.002260 6.27 2685.92 571.19 0.32 8300.00 238.00 252.16 252.27 0.001124 4.36 4098.40 749.71 0.23 4500.00 242.70 254.77 254.79 0.000673 2.51 4125.60 1204.45 0.14 -4500.00 2-44.10 255.33 255.45 0.002710 4.76 2318.89 902.52 0.28 -4500.00 2-45.50 257.01 257.21 0.003900 5.78 1934.46 800.26 0.33 4500.00 246.80 259.12 259.34 0.003797 5.93 1950.29 857.41 0.33 4500.00 248.20 261.15 261 .36 0.003397 5.74 1987.56 825.54 0.31 4500.00 249.60 262.92 263.11 0.002899 5.36 1863.57 780.12 0.29 4900.00 251.70 265.64 265.76 0.001929 4.59 2657.14 930.17 0.24 4900.00 253.70 267.68 267.78 0.001672 4.30 2871.16 1003.13 0.22 4900.00 255.80 269.49 269.58 0.001555 4.14 2910.57 949.41 0.22 4900.00 257.90 271 .12 271.20 0.001352 3.81 2806.02 1005.66 0.20 4900.00 259.90 272.77 272.86 0.001659 4.13 2685.64 1098.15 0.22 4900.00 262.00 274.62 274.70 0.001651 4.10 2946.56 1287.55 0.22 2500.00 265.30 ~75.60 275.64 0.001201 2.88 1804.69 713.53 0.18 2500.00 268.50 276.72 276.80 0.003269 3.74 1252.80 576.19 0.27 Appendix 15A Bridge Construction Plans State Highway 6 North Fork #1 Rock Prairie Road Bridge at Cross•section 138+80.5 along Lick Creek main. 8-foot diameter culvert currently in the existing FIS. Greens Prairie Road Bridge. Currently in existing FIS at station 425+83 . State Highway 6 South culvert crossing of North Fork of Lick Creek at Station 641+58. 3-10 x 8 Box Culverts. Graham Road culvert ofNorth Fork of Lick Creek at Station 660+37. 3 -9 x 5 Box Culverts. Utility Service Center Driveway Culvert over North Fork of Lick Creek at Station 670+49. 1 -6 x 12 Box Culvert. State Highway 6 South Crossing of South Fork of Lick Creek at station 23+ 75. 3 -10 x 10 Box Culverts. Longmire Drive Crossing of South Fork of Lick Creek at station 35+67. 3 -10 x 7.75 Box Culverts. Alexandria Avenue Crossing of the South Fork of Lick Creek at Station 67+ 30. 3 -6 x 6 Box Culverts. (Under Construction -estimated completion date 7/1/00) HEC-RAS September 1998 Version 2 .2 U.S . Army Corp of Engineers Hydrologic Engineering Center x x x x x x 609 Second Street, Suite D Davis, California 95616-4687 (916) 756-1104 xxxxxx xx xx xxxx x x x x x x x x x x x xx x x xxxxxxx xx xx x xxx xxxx xxxxxx x x x x x x x x x x x xxxxxx xx xx PROJECT DATA Project Title : Lick Creek June 2000 Final Project File LC2000f.prj Run Date and Time: 6/20/00 1:13:02 PM Project in English units Project Description: Finalized Lick Creek Watershed Flood Insurance Re-Study June 2000 by City of College Station, Brazos County, Texas to replace BRAZOS COUNTY LIMITED DETAILED STUDY SEPT 89 100 YEAR FREQUENCY FLOOD LICK CREEK PLAN DATA Plan Title: Final Plan x x x x x x x x x x x x xx xx x x xx xx x x xxxxx Plan File o:\GROUP\DEVE_SER\Jeff\Lick2000\toCD\Hydraulics\HEC-RAS Proposed Model\LC2000f.p01 Geometry Title: Finalized Lick 2000 Study Geometry File : o :\GROUP\DEVE_SER\Jeff\Lick2000\toCD\Hydraulics\HEC-RAS Proposed Model\LC2000f .g01 Flow Title Flow File Model\LC2000f.f01 Finalized Lick Creek 2000 Flows o :\GROUP\DEVE_SER\Jeff\Lick2000\toCD\Hydraulics\HEC-RAS Proposed Plan Summary Information: Number of : Cross Sections Culverts Bridges Computational Information 185 7 1 Mulitple Openings Inline Weirs Water surface calculation tolerance 0 .01 Critical depth calculaton tolerance 0 .01 Maximum number of interations 20 0 0 Maximum difference tolerance Flow tolerance factor Computation Options 0.3 0.001 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 FLOW DATA Flow Title: Finalized Lick Creek 2000 Flows Flow File o :\GROUP\DEVE_SER\Jeff\Lick2000\toCD\Hydraulics\HEC-RAS Proposed Model \LC2000f .f01 Flow Data (cfs) River Reach RS PF 1 N.F. Lick Creek N.F . Main 68770 1980 N.F. Lick Creek N.F. Main 66550 1980 N.F. Lick Creek N.F . Main 63920 2301 S .F. LICK CREEK AlexBranch 8867 . 292 S .F. LICK CREEK westfield 11228. 1352 S.F. LICK CREEK S.F. Main 7993 . 1352 S.F. LICK CREEK S.F. Main 6698 . 2025 S.F. LICK CREEK S.F. Main 2210 . 2297 Lick Creek Main Fema X-sect 58600 4905 Lick Creek Main Fema X-sect 51198 5324 Lick Creek Main Fema X-sect 43850 9161 Lick Creek Main Fema X-sect 29910 12741 Lick Creek Main Fema x-sect 20790 12730 Boundary Conditions River Reach Profile Upstream Downstream Lick Creek Main Fema X-sect PF 1 205 GEOMETRY DATA Geometry Title : Finalized Lick 2000 Study Geometry File : o:\GROUP\DEVE_SER\Jeff\Lick2000\toCD\Hydraulics\HEC-RAS Proposed Model\LC2000f.g01 Reach Connection Table River Reach N.F. Lick Creek N.F. Main S.F. LICK CREEK AlexBranch S.F. LICK CREEK west field S.F. LICK CREEK S.F. Main Lick Creek Main Fema X-sect JUNCTION INFORMATION Name : fork Description: Energy computation Method Length across Junction River Reach Upstream Boundary PTl fork Tributary River Downstream Boundary Reach fork PTl PTl fork Length Angle Known WS N.F. Lick Creek N.F . Main S.F. LICK CREEK S.F. Main Name : PTl Description: Energy computation Method Length across Junction River Reach S.F. LICK CREEK AlexBranch S .F. LICK CREEK westfield to Lick Creek Main Fema X-sect to Lick Creek Main Fema X-sect Tributary River Reach to S.F. LICK CREEK S.F. Main to S.F. LICK CREEK S.F . Main CROSS SECTION RIVER: N.F . Lick Creek REACH: N.F. Main RS: 68770 INPUT Description: Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev 1000 298 1007 296 1010 294 1085 294 1096 290 1105 288 .8 1180 290 1230 292 1390 294 1520 296 1660 298 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .075 1096 .055 1180 .075 Bank Sta : Left Right Lengths: Left Channel Right Coe ff 1096 1180 160 360 400 CROSS SECTION OUTPUT Profile #PF 1 1300 1280 Length 361 284 Sta 1092 1350 Angle Elev 292 292 Contr. Expan. .1 . 3 E.G. Elev (ft) 294.75 Element Left OB Channel Vel Head (ft) 0.08 Wt. n-Val. 0.075 0.055 w.s. Elev (ft) 294.66 Reach Len. (ft) 160.00 360.00 Crit W.S . (ft) Flow Area (sq ft) 76.32 442.07 E.G. Slope (ft/ft) 0 .001179 Area (sq ft) 76.32 442 .07 Q Total (cfs) 1980.00 Flow (cfs) 47.25 1240.12 Top Width (ft) 424.07 Top Width (ft) 86.99 84.00 Vel Total (ft/s) 1. 80 Avg. Vel. (ft/s) 0.62 2.81 Max Chl Dpth (ft) 5 .86 Hydr. Depth (ft) 0.88 5 .26 Conv. Total (cfs) 57653.1 Conv. (cfs) 1375.8 36109.6 Length Wtd. (ft) 344.70 Wetted Per. (ft) 87.95 84 .09 Min Ch El (ft) 288.80 Shear (lb/sq ft) 0.06 0.39 Alpha 1 .68 Stream Power (lb/ft s) 0.04 1. 09 Frctn Loss (ft) 0.45 Cum Volume (acre-ft) 95.51 53 .11 C & E Loss (ft} 0.00 Cum SA (acres) 36.18 7.05 CROSS SECTION RIVER: N.F. Lick Creek REACH : N.F. Main RS: 68410 INPUT Description: Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 990 298 1000 296 1015 294 1090 292 1170 290 1240 288.5 1258 290 1305 292 1340 294 1440 296 1530 298 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 990 .075 1170 .055 1258 .075 Bank Sta : Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1170 1258 210 385 235 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E .G. Elev (ft) 294.30 Element Left OB Channel Vel Head (ft} 0.10 Wt . n-Val . 0.075 0.055 Right OB 0.075 400.00 583.45 583.45 692.63 253. 08 1.19 2.31 20167 .7 253.17 0.17 0.20 107.42 37.57 Right OB 0.075 w.s. Elev (ft) 294.20 Reach Len. (ft) 210.00 385.00 235.00 Crit w.s. (ft) Flow Area (sq ft) 345.65 435 .32 193 .11 E.G. Slope (ft/ft) 0.001449 Area (sq ft) 345.65 435.32 193.11 Q Total (cfs) 1980.00 Flow (cfs) 442.06 1299.08 238.87 Top Width (ft) 336.32 Top Width (ft) 156 .48 88.00 91. 84 Vel Total (ft/s) 2.03 Avg. Vel. (ft/s) 1. 28 2.98 1. 24 Max Chl Dpth (ft) 5.70 Hydr. Depth (ft) 2.21 4.95 2.10 Conv. Total (cfs) 52011. l Conv. (cfs) 11612 .1 34124 .4 6274.6 Length Wtd. (ft) 318 . 35 Wetted Per. (ft) 156.54 88.08 91.94 Min Ch El (ft) 288.50 Shear (lb/sq ft) 0 .20 0.45 0 .19 Alpha 1.55 Stream Power (lb/ft s) 0.26 1. 33 0.24 Frctn Loss (ft) 0 .54 Cum Volume (acre-ft) 94 . 73 49. 49 103.85 C & E Loss (ft) 0.01 Cum SA (acres) 35.73 6.34 35.99 CROSS SECTION RIVER: N.F. Lick Creek REACH: N.F. Main RS: 68025 INPUT Description: Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 700 298 820 296 1000 294 1055 292 1100 290 1135 288 1165 287 1178 288 1190 290 1260 292 1365 294 1480 296 1660 298 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 700 .075 1135 .055 1178 .075 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1135 1178 220 345 240 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 293.75 Element Left OB Channel Right OB Vel Head (ft) 0 .15 Wt. n-Val. 0 .075 0.055 0.075 w.s. Elev (ft) 293.60 Reach Len. (ft) 220 .00 345.00 240.00 Crit W.S . (ft) Flow Area (sq ft) 312.83 262.17 303.90 E.G. Slope (ft/ft) 0.002015 Area (sq ft) 312.83 262.17 303.90 Q Total (cfs) 1980.00 Flow (cfs) 515 .44 1060.19 404 .38 Top Width (ft) 332.76 Top Width (ft) 123.92 43.00 165.84 Vel Total (ft/s) 2 .25 Avg. Vel. (ft/sl 1. 65 4 .04 1. 33 Max Chl Dpth (ft) 6.60 Hydr. Depth (ft) 2.52 6.10 1. 83 Conv. Total (cfs) 44110. 0 Conv. (cfs) 11482. 8 23618.7 9008 .6 Length Wtd . (ft) 278.51 Wetted Per. (ft) 124.05 43.06 166.05 Min Ch El (ft) 287.00 Shear (lb/sq ft) 0 .32 0.77 0.23 Alpha 1. 94 Stream Power (lb/ft s) 0 .52 3.10 0.31 Frctn Loss (ft) 0.61 Cum Volume (acre-ft) 93.15 46.40 102.51 C & E Loss (ft) 0 .00 Cum SA (acres) 35.06 5.76 35.29 CROSS SECTION RIVER: N.F. Lick Creek REACH: N.F. Main RS: 67680 INPUT Description: Station Elevation Data num= 16 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 735 298 865 296 940 294 1000 292.6 1070 292 1095 290 1118 288 1130 286 1135 285 1145 286 1170 288 1222 290 1295 292 1330 294 1380 296 1730 298 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 735 .075 1130 .055 1145 .075 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 113 0 1145 230 380 300 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 293.14 Element Left OB Channel Right OB Vel Head (ft) 0.15 Wt . n-Val. 0 .075 0 .055 0.075 w.s . Elev (ft) 292.99 Reach Len. (ft) 230.00 380 .00 300.00 Crit W.S. (ft) Flow Area (sq ft) 265.00 112.35 51l. 12 E.G. Slope (ft/ft) 0.002376 Area (sq ft) 265.00 l12. 35 51l. 12 Q Total (cfs) 1980 .00 Fl ow (cfs) 378.94 562.68 1038 .38 Top Width (ft) 329 .06 Top Width (ft) 146.73 15 .00 167.33 Vel Total (ft/s) 2.23 Avg. Vel. (ft/s) 1. 43 5.01 2.03 Max Chl Dpth (ft) 7 .99 Hydr. Depth (ft) 1. 81 7.49 3.05 Conv. Total (cfs) 40622.2 Conv. (cfs) 7774 .4 11544.l 21303 .8 Length Wtd. (ft ) 304 . ll Wetted Per. (ft) 147.06 15.15 167.50 Min Ch El (ft) 285 .00 Shear (lb/sq ft) 0.27 1. 10 0.45 Alpha 1. 95 Stream Power (lb/ft s) 0.38 5.51 0.92 Frctn Loss (ft) 0 . 71 Cum Volume (acre-ft) 91. 69 44 .92 100.27 C & E Loss (ft) 0.00 Cum SA (acres) 34.37 5.53 34.37 CROSS SECTION RIVER: N.F. Lick Creek REACH: N.F . Main RS : 67300 INPUT Description: Station Elevation Data num= 18 Sta El ev Sta Elev Sta El ev Sta Elev Sta Elev 815 298 875 296 920 294 1000 292 1078 290 lllO 288 l140 286 l150 284 l155 283.8 l165 284 l170 286 l180 288 1220 290 1280 292 1295 294 1705 294 1875 296 1955 298 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 815 .075 l150 .055 l165 .075 Bank Sta: Left Right Lengths : Left Channel Right Coe ff Contr. Expan. l150 l165 315 225 65 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E .G. Elev (ft) 292.42 Element Left OB Channel Right OB Vel Head (ft) 0.18 Wt . n-Val. 0.075 0.055 0.075 w.s . Elev (ft) 292.24 Reach Len. (ft) 315 .00 225.00 65.00 Crit W.S. (ft) Flow Area (sq ft) 430 .91 125 .08 292.64 E.G. Slope (ft/ft) 0.002323 Area (sq ft) 430.91 125.08 292.64 Q Total (cfs) 1980.00 Flow (cfs) 796 .89 669.57 513. 54 Top Width (ft) 291.33 Top Width (ft) 159 .54 15.00 l16. 79 Vel Total (ft/s) 2.33 Avg . Vel. (ft/s) 1. 85 5 .35 1. 75 Max Chl Dpth (ft) 8 .44 Hydr . Depth (ft) 2.70 8.34 2.51 Conv. Total (cfs) 41079.5 Conv. (cfs) 16533.2 13891. 7 10654.6 Length Wtd. (ft) 187.45 Wetted Per. (ft) 159.90 15 .01 l17.47 Min Ch El (ft) 283 .80 Shear (lb/sq ft) 0 .39 1. 21 0.36 Alpha 2 .18 Stream Power (lb/ft s) 0 .72 6 .47 0 .63 Frctn Loss (ft) 0 .28 Cum Volume (acre-ft) 89.85 43.89 97 .50 C & E Loss (ft) 0 .03 Cum SA (acres) 33.56 5 .40 33 .39 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. CROSS SECTION RIVER: N.F. Lick Creek REACH: N.F. Main RS: 67075 INPUT Description: Station Elevation Data num= 15 Sta El ev Sta Elev Sta Elev Sta Elev Sta Elev 590 298 700 296 1000 292 1400 291. 5 1450 290 1520 288 1545 287 1558 282 .5 1570 285 .5 1610 287 1775 291 1800 292 2200 294 2400 296 2500 298 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 590 .075 1545 .055 1570 .075 Bank Sta: Left Ri ght Lengths : Left Channel Right Coef f Contr. Expan . 1545 1570 15 15 15 .3 . 5 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft} 292 .10 Element Left OB Channel Right OB Vel Head (ft } 0.07 Wt. n-Val. 0 .075 0 .055 0.075 w.s. Elev (ft) 292.03 Reach Len. (ft} 15.00 15.00 15 .00 Crit W.S . (ft} Flow Area (sq ft} 502.87 191. 07 745.13 E.G. Slope (ft/ft} 0 .001068 Area (sq ft} 502.87 191. 07 745.13 Q Total (cfs} 1980 .00 Flow (cfs} 307.69 635 .70 1036 .62 Top Width (ft} 809 .00 Top Width (ft} 547.45 25 .00 236 .54 Vel Total (ft/s} 1 .38 Avg. Vel. (ft/s} 0.61 3 .33 1. 39 Max Chl Dpth (ft ) 9.53 Hydr. Depth (ft} 0 .92 7 .64 3.15 Conv. Total (cfs) 60577 .5 Conv. (cfs) 9413 . 6 19448 .9 31714 .9 Length Wtd. (ft} 15 .00 Wetted Per. (ft) 547.53 26 .13 236.64 Min Ch El (ft} 282 .50 Shear (lb/sq ft) 0 .06 0 .49 0 .21 Alpha 2 .44 Stream Power (lb/ft s) 0 .04 1. 62 0.29 Frctn Loss (ft} 0 .02 Cum Volume (acre-ft} 86 .47 43 .07 96.73 C & E Loss (ft} 0 .00 Cum SA (acres} 31.01 5 .30 33.13 CROSS SECTION RIVER: N.F . Lick Creek REACH : N.F. Main RS: 67060 INPUT Description: Station Elevation Data num= 16 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 590 298 700 296 1000 292 1400 291. 5 1450 290 1520 288 1545 287 1558 282 .5 1565 282.5 1570 285.5 1610 287 1775 291 1800 292 2200 294 2400 296 2500 298 Manning 's n Values num= 3 Sta n Val Sta n Val Sta n Val 590 .075 1545 .055 1570 .075 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 1545 1570 10 10 10 . 3 . 5 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 292 .09 Element Left OB Channel Right OB Vel Head (ft} 0.07 Wt. n-Val . 0.075 0.055 0.075 w.s. Elev (ft) 292 .01 Reach Len . (ft} 10.00 10.00 10.00 Crit W.S . (ft) Flow Area (sq ft} 492 .67 201.10 740.76 E.G. Slope (ft/ft) 0.001027 Area (sq ft} 492 .67 201.10 740.76 Q Total (cfs} 1980 .00 Flow (cfs} 292.04 670.86 1017.10 Top Width (ft) 803 .87 Top Width (ft} 546.06 25.00 232.81 Vel Total (ft/s} 1 .38 Avg. Vel. (ft/s} 0.59 3.34 1. 37 Max Chl Dpth (ft) 9 .51 Hydr. Depth (ft} 0.90 8.04 3 .18 Conv. Total (cfs} 61787.6 Conv. (cfs) 9113 . 2 20934 .9 31739.5 Length Wtd. (ft} 10 .00 Wetted Per. (ft} 546.13 26 .59 232.91 Min Ch El (ft} 282.50 Shear (lb/sq ft ) 0 .06 0.48 0 .20 Alpha 2 .51 Stream Power (lb/ft s} 0 .03 1. 62 0 .28 Frctn Loss (ft} 0 .01 Cum Volume (acre-ft) 86.30 43 .00 96 .47 C & E Loss (ft} 0 .01 Cum SA (acres} 30.82 5 .29 33.05 Warning : The conv eyanc e ratio (upstream conveyance div ided by downstream conveyance} is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections . CROSS SECTION REACH : N.F. Main INPUT RIVER : N.F. Lick Creek RS : 67050 Description: Station Elevation Data num= 14 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 292 1400 291 1450 290 1520 288 1545 287 1558 282 .5 1575 280.7 1590 280.7 1600 285 1775 291 1800 292 2120 292.9 2300 294 2400 296 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .075 1545 .055 1600 .075 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 1545 1600 70 70 70 . 3 . 5 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 1574 290 .2 1586 2400 290 .2 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 292.07 Element Left OB Channel Right OB Vel Head (ft) 0.05 Wt . n-Val . 0.075 0.055 0 .075 w.s. Elev (ft) 292 .02 Reach Len. (ft) 70 .00 70.00 70.00 Crit W.S. (ft) 290.20 Flow Area (sq ft) 609.94 533.31 717 .16 E.G. Slope (ft/ft) 0 .000326 Area (sq ft) 609 .94 533.31 717 .16 Q Total (cfs) 1980.00 Flow (cfs) 235 .30 1159. 32 585.38 Top Width (ft) 808.12 Top Width (ft) 545.00 55.00 208.12 Vel Total (ft/s) 1. 06 Avg. Vel. (ft/s) 0 .39 2.17 0 .82 Max Chl Dpth (ft) 11. 32 Hydr . Depth (ft) 1.12 9.70 3 .45 Conv. Total (cfs) 109599.9 Conv. (cfs) 13024 .8 64172.2 32402.9 Length Wtd. (ft) 70 .00 Wetted Per. (ft) 545.08 56.74 208.24 Min Ch El (ft) 280.70 Shear (lb/sq ft) 0.02 0.19 0.07 Alpha 2.63 Stream Power (lb/ft s) 0.01 0.42 0.06 Frctn Loss (ft ) Cum Volume (acre-ft) 86.18 42.92 96 .30 C & E Loss (ft) Cum SA (acres) 30 .69 5.28 33.00 Warning : The parabolic search method failed to converge on critical depth. The program will try the cross section slice/secant method to find critical depth. CULVERT REACH: N.F. Main RIVER : N.F. Lick Creek RS: 67049 INPUT Description: Distance from Upstream XS 10 Deck/Roadway Width 50 Weir Coefficient 2.6 Bridge Deck/Roadway Skew Upstream Deck/Roadway Coordinates num= 10 Sta Hi Cord Lo Cord Sta Hi 1050 298 1080 1400 291.7 1550 1870 292 2120 2400 296 Upstream Bridge Cross Section Data Station Elevation Data num= Sta Elev Sta Elev 1000 292 1400 291 1558 282.5 1575 280.7 1800 292 2120 292.9 Manning 's n Values num= Sta n Val Sta n Val 1000 .075 1545 .055 Cord 296 290.2 292 .9 14 Sta 1450 1590 2300 3 Sta 1600 Bank Sta: Left Right Coef f Contr. 1545 1600 . 3 Ineffective Flow num= 2 Lo Cord Elev 290 280.7 294 n Val .075 Expan. . 5 Sta Hi Cord Lo Cord 1220 294 1700 290.6 2300 294 Sta Elev Sta 1520 288 1545 1600 285 1775 2400 296 Elev 287 291 Sta L 1000 Sta R 1574 Elev 290.2 Sta L 1586 Sta R 2400 Downstream Deck/Roadway Coordinates num= 10 Sta 1050 1400 1870 2400 Hi Cord 298 291 .7 292 296 Lo Cord Sta Hi Cord 1080 296 1550 290.2 2120 292 .9 Downstream Bridge Cross Section Data Station Elevation Data num= 15 Sta Elev Sta Elev Sta 1000 292 1400 290 1450 1539 280 .34 1551 280.34 1555 1775 291 1800 292 2120 Manning's n Values num= 3 Sta n Val Sta n Val Sta 1000 .075 1535 .055 1570 Bank Sta: Left Right Coef f Contr . 1535 1570 . 3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R 1000 1539 290.2 1551 2400 Elev 290 .2 Lo Cord Elev 290 282.5 292.9 n Val .075 Expan. .5 Elev 290.2 Sta 1220 1700 2300 Sta 1520 1570 2300 Hi Cord Lo Cord 294 290.6 294 Elev Sta 288 1535 285.5 1610 294 2400 Upstream Embankment side slope Downstream Embankment side slope Maximum allowable submergence for weir flow Elevation at which weir flow begins 0 horiz. to 1 .0 vertical O horiz. to 1.0 vertical .95 Energy head used in spillway design Spil lway height used in design 291 .1 Weir crest shape Broad Crested Number of Culverts 1 Culvert Name Shape Rise USC Driveway Box 6 FHWA Chart # 8 -flared wingwalls Span 12 FHWA Scale # 1 -Wingwall flared 30 to 75 deg. Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length n Value 1 71 .014 Entrance Loss Coef . 6 Exit Loss Coef 1 Upstream Elevation 280 .7 Centerline Station Downstream Elevation = 280.34 Centerline Station CULVERT OUTPUT Profile #PF 1 Culvert ID : USC Driveway Culv Q (cfs} 404 .77 # Barrels 1 Q Barrel (cfs) 404.77 E.G. us. (ft) 292.07 w.s. us. (ft) 292.02 Delta EG (ft) 0.77 Delta ws (ft) 0 .82 E .G. IC (ft} 291.70 E.G. oc (ft) 292.07 Culvert Control Outlet Culv ws In (ft) 286 .70 Culv ws Out (ft) 286 .34 Culv Nml Depth (ft) Culv Crt Depth (ft) 3 .28 Culv Ful Lngh (ft) 71. 00 1580.9 1545.l Culv Vel In (ft/s} Culv Vel Out (ft/s} Culv Inv El Up (ft} Culv Inv El Dn (ft) Culv Frctn Ls (ft) Culv Ext Lss (ft) Culv Ent Lss (ft) Q Weir (cfs ) Weir Sta Lf t (ft) Weir Sta Rgt (ft) Weir Submerg Weir Max Depth (ft) Weir Avg Depth (ft) Wr Flw Area (sq ft) Min Top Rd (ft) CROSS SECTION RIVER: N.F. Lick Creek 5.62 5 .62 280.70 280.34 0.08 0.39 0 .29 1575.23 1000.00 1822.73 0.36 1. 86 1. 06 528 .89 291.10 Elev 287 287 296 REACH: N.F . Main INPUT Description: Station Elevation Data Sta Elev Sta 1000 292 1400 1539 280.34 1551 1775 291 1800 Manning's n Values Sta n Val 1000 .075 Bank Sta: Left 1535 Ineffective Flow Sta L Sta R 1000 1539 Sta 1535 Right 1570 num= Elev 290.2 RS: 66980 num= 15 Elev Sta Elev 290 1450 290 280.34 1555 282.5 292 2120 292.9 num= 3 n Val Sta n Val .055 1570 .075 Lengths : Left Channel Sta L 1551 2 10 10 Sta R 2400 Elev 290.2 Sta 1520 1570 2300 Right 10 Elev Sta 288 1535 285.5 1610 294 2400 Coeff Contr. . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev {ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width {ft) Vel Total {ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El {ft) Alpha Frctn Loss (ft) C & E Loss {ft) 291.30 0.10 291. 21 289.60 0.000991 1980.00 621.15 1. 54 10.87 62892.l 10 .00 280.34 2.67 0.01 0.01 Element Wt. n -Val. Reach Len . (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg . Vel. {ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 0.075 10.00 415 .42 415.42 276.88 376.02 0.67 1.10 8794 .6 376.09 0.07 0.05 85.35 29 .95 Elev 287 287 296 Expan. . 5 Channel 0.055 10.00 307.74 307.74 1026.73 35.00 3.34 8.79 32612.6 39.61 0.48 1. 60 42.24 5.21 Right OB 0.075 10.00 562 .57 562 .57 676.40 210 .13 1.20 2.68 21484.8 210.21 0 .17 0 .20 95.27 32.66 Warning: Multiple water surfaces were found that could balance the energy equation. The program selected the water surface whose main channel velocity head was the closest to the previously computed cross section. CROSS SECTION RIVER : N.F. Lick Creek REACH : N.F. Main RS: 66970 INPUT Description: Station Elevation Data num= 10 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 292 1400 291. 5 1450 290 1520 288 1545 287 1558 282 .5 1570 285.5 1610 287 1775 291 1800 292 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .075 1545 .055 1570 .075 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan . 1545 1570 20 70 40 . 3 . 5 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 291. 28 Element Left OB Channel Right OB Vel Head (ft) 0.12 Wt. n -Val. 0.075 0.055 0.075 w.s. Elev {ft) 291.17 Reach Len. (ft) 20 .00 70.00 40.00 Crit W.S. {ft) Flow Area (sq ft) 266.04 169.42 554.54 E.G. Slope {ft/ft) 0 .001912 Area (sq ft) 266.04 169.42 554.54 Q Total (cfs) 1980.00 Flow (cfs) 364. 11 695.94 919.95 Top Width {ft) 368.06 Top Width (ft) 133.89 25 .00 209.17 Vel Total {ft/s) 2.00 Avg. Vel. (ft/s) 1. 37 4 .11 1. 66 Max Chl Dpth (ft) 8.67 Hydr. Depth (ft) 1.99 6.78 2.65 Conv . Total (cfs) 45284.7 Conv. (cfs) 8327 .7 15916 .9 21040.2 Length Wtd. (ft) 46.93 Wetted Per. (ft) 133.96 26 .13 209 .25 Min Ch El (ft) 282.50 Shear (lb/sq ft) 0.24 0 .77 0.32 Alpha 1. 89 Stream Power (lb/ft s) 0.32 3.18 0.52 Frctn Loss (ft) 0 .11 Cum Volume (acre-ft) 85.27 42.19 95 .15 C & E Loss (ft) 0.02 Cum SA (acres) 29.90 5.20 32.61 CROSS SECTION RIVER: N.F. Lick Creek REACH : N.F. Main RS: 66940 INPUT Description : new city topo x-section added by jst Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 292 1018 290 1020 288 1025 286 1030 284 1040 283 1043 284 1050 286 1130 288 1280 290 1355 292 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .075 1030 .055 1043 .075 Bank Sta : Left Right Lengths: Left Channel Right Coef f Contr. Expan. 1030 1043 100 90 25 . 3 . 5 CROSS SECTION OUTPUT Profile #PF 1 E .G. Elev (ft) 291.16 Element Left OB Channel Right OB Vel Head (ft) 0.17 Wt. n-Val. 0 .075 0.055 0.075 w.s. Elev (ft) 290 .99 Reach Len . (ft) 100.00 90 .00 25.00 Crit W.S . (ft) Flow Area (sq ft) 58.20 97.31 676.77 E.G. Slope (ft/ft) 0.002926 Area (sq ft) 58.20 97.31 676.77 Q Total (cfs) 1980.00 Flow (cfs) 117.43 538.31 1324.26 Top Width (ft) 307.82 Top Width (ft) 20.87 13.00 273.96 Vel Total (ft/s) 2.38 Avg. Vel. (ft/s) 2 .02 5.53 1. 96 Max Chl Dpth (ft) 7.99 Hydr. Depth (ft) 2 .79 7.49 2.47 Conv. Total (cfs) 36606.2 Conv. (cfs) 2171 .1 9952.2 24482.8 Length Wtd. (ft) 51.41 Wetted Per. (ft) 22 .52 13.21 274 .29 Min Ch El (ft) 283.00 Shear (lb/sq ft) 0.47 1. 35 0 .45 Alpha 1. 97 Stream Power (lb/ft s) 0.95 7.44 0 .88 Frctn Loss (ft) 0.15 Cum Volume (acre-ft) 85.20 41.97 94.58 C & E Loss (ft) 0.01 Cum SA (acres) 29.86 5.17 32 .39 CROSS SECTION RIVER: N.F. Lick Creek REACH: N.F. Main RS: 66850 INPUT Description: topo x-section added by jst Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 960 291 1000 290 1035 288 1050 286 1055 284 1065 282 .5 1070 284 1078 286 1150 288 1280 290 1355 292 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 960 .075 1055 .055 1070 .075 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan . 1055 1070 150 300 300 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 291. 00 Element Left OB Channel Right OB Vel Head (ft) 0.19 Wt . n-Val. 0.075 0.055 0.075 W.S. Elev (ft) 290.81 Reach Len. (ft) 150.00 300.00 300.00 Crit W.S . (ft) Flow Area (sq ft) 162.86 113. 43 568.91 E.G. Slope (ft/ft) 0.002944 Area (sq ft) 162 .86 113.43 568 .91 Q Total (cfs) 1980.00 Flow (cfs) 263.74 631.31 1084.95 Top Width (ft) 342.94 Top Width (ft) 87.48 15.00 240 .45 Vel Total (ft/s) 2.34 Avg. Vel. (ft/s) 1. 62 5.57 1. 91 Max Chl Dpth (ft) 8 .31 Hydr. Depth (ft) 1.86 7.56 2.37 Conv. Total (cfs) 36493 .l Conv. (cfs) 4861.0 11635. 6 19996.5 Length Wtd. (ft) 288.82 Wetted Per. (ft) 88.07 15 .33 240.75 Min Ch El (ft) 282 .50 Shear (lb/sq ft) 0 .34 1. 36 0.43 Alpha 2.23 Stream Power (lb/ft s) 0.55 7.57 0 .83 Frctn Loss (ft) 0.77 Cum Volume (acre-ft) 84.95 41 . 75 94.22 C & E Loss (ft) 0.00 Cum SA (acres) 29.74 5.14 32 .25 CROSS SECTION RIVER: N.F. Lick Creek REACH: N.F. Main RS : 66550 INPUT Description: Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 292 1030 290 1220 290 1260 288 1270 286 1310 284 1320 282.5 1330 284 1340 286 1400 288 1420 290 1520 292 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .075 1270 .055 1340 .075 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr . Expan. 1270 1340 280 250 220 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 290.23 Element Left OB Channel Right OB Vel Head (ft) 0.22 Wt. n-Val. 0.075 0 .055 0 .075 w.s . Elev (ft) 290.01 Reach Len. (ft) 280.00 250.00 220 .00 Crit W.S . (ft) Flow Area (sq ft) 72 .24 385.65 200 .75 E.G. Slope (ft/ft) 0.002413 Area (sq ft) 72.24 385.65 200 .75 Q Total (cfs) 1980.00 Flow (cfs) 31.55 1589.45 359.00 Top Width (ft) 390.61 Top Width (ft) 240.14 70.00 80.47 Vel Total (ft/s) 3.01 Avg. Vel . (ft/s) 0 .44 4.12 1. 79 Max Chl Dpth (ft) 7.51 Hydr. Depth (ft) 0.30 5.51 2 .49 Conv . Total (cfs) 40305 .9 Conv. (cfs) 642 .2 32355.8 7308.0 Length Wtd . (ft) 248 .85 Wetted Per. (ft) 240.39 70 .47 80.60 Min Ch El (ft) 282.50 Shear (lb/sq ft) 0 .05 0.82 0.38 Alpha 1.57 Stream Power (lb/ft s) 0.02 3.40 0.67 Frctn Loss (ft) 0.63 Cum Volume (acre-ft) 84.54 40.04 91. 57 C & E Los s (ft) 0 .01 Cum SA (acres) 29 .17 4 .85 31.14 CROSS SECTION RIVER: N.F. Lick Creek REACH: N.F. Main RS : 66300 INPUT Description: Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 292 1040 290 1150 290 1200 288 1280 286 1310 284 1315 282 1330 284 1355 286 1380 288 1500 290 1650 292 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .075 1280 .055 1355 .06 Bank Sta: Left Right Lengths : Left Channel Right Coef f Contr. Expan. 1280 1355 84 84 84 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 289.59 Element Left OB Channel Right OB Vel Head (ft) 0.20 Wt . n-Val. 0.075 0 .055 0 .060 w.s . Elev (ft) 289.40 Reach Len. (ft) 84 .00 84 .00 84 .00 Crit W.S . (ft) Flow Area (sq ft) 215 .96 369.65 118 .29 E.G. Slope (ft/ft) 0.002664 Area (sq ft) 215.96 369 .65 118 .29 Q Total (cfs ) 1980.00 Flow (cfs) 336.24 1483 .92 159.84 Top Width (ft) 298.60 Top Width (ft) 114.88 75.00 108.72 Vel Total (ft/s) 2.81 Avg . Vel. (ft/s) 1.56 4 .01 1.35 Max Chl Dpth (ft) 7 .40 Hydr. Depth (ft) 1. 88 4 .93 1.09 Conv. Total (cfs) 38365.3 Conv. (cfs) 6515.0 28753 .0 3097.2 Length Wtd. (ft) 84.00 Wetted Per. (ft) 114. 94 75.66 108.81 Min Ch El (ft) 282 .00 Shear (lb/sq ft) 0.31 0 .81 0.18 Alpha 1. 60 Stream Power (lb/ft s) 0 .49 3 .26 0.24 Frctn Loss (ft) 0.14 Cum Volume (acre-ft) 83.61 37 .87 90.77 C & E Loss (ft) 0.00 Cum SA (acres) 28.03 4 .43 30.66 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 . CROSS SECTION REACH : N.F . Main RIVER : N.F. Lick Creek RS: 66216 INPUT Description: End Concrete Lined Channel Station Elevation Data num= 9 Sta Elev Sta Elev Sta Elev Sta 1000 290 1150 288 1205 286 1215 1240 281. 4 1260 284 1290 287 1300 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .06 1205 .04 1290 .04 Bank Sta: Left Right Lengths: Left Channel Right 1205 1290 1 1 1 CROSS SECTION OUTPUT Profile #PF 1 E .G. Elev (ft) 289.45 Element Vel Head (ft) 0.21 Wt. n-Val. W.S. Elev (ft) 289 .23 Reach Len. (ft) Crit W.S . (ft) Flow Area (sq ft) E.G. Slope (ft/ft) 0. 001165 Area (sq ft) Q Total (cfs) 1980.00 Flow (cfs) Top Width (ft) 239.89 Top Width (ft) Vel Total (ft/s) 3.05 Avg. Vel. (ft/s) Max Chl Dpth (ft) 7 .83 Hydr. Depth (ft) Conv. Total (cfs) 58014.l Conv. (cfs) Length Wtd. (ft) 1. 00 Wetted Per. (ft) Min Ch El (ft) 281.40 Shear (lb/sq ft) Alpha 1 .49 Stream Power (lb/ft Fr ctn Loss (ft) 0.00 Cum Volume (acre-ft) C & E Loss (ft) 0.00 Cum SA (acres) Elev Sta Elev 284 1230 281. 4 290 Coef f Contr. Expan. .1 . 3 Left OB Channel Right OB 0.060 0.040 0.040 1. 00 1. 00 1. 00 179 .77 461. 27 8.31 179 .77 461. 27 8 .31 173 .38 1795.61 11. 01 147.45 85.00 7 .44 0 .96 3 .89 1. 33 1. 22 5.43 1.12 5080.l 52611. 3 322 .7 147.49 85.74 7.77 0.09 0.39 0 .08 s) 0 .09 1. 52 0.10 83 .23 37 .07 90.65 27 .78 4 .28 30 .55 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 . CROSS SECTION REACH: N.F . Main INPUT RIVER: N.F. Lick Creek RS: 66215 Description: End Concrete Lined Channel Station Elevation Data num= 9 Sta Elev Sta Elev Sta Elev 1000 290 1150 288 1205 286 1240 281.4 1260 284 1290 287 Manning's n Values num= 9 Sta n Val Sta n Val Sta n Val 1000 .06 1150 .06 1205 .04 1240 .014 1260 .014 1290 .04 Sta Elev Sta Elev 1215 284 1230 281.4 1300 290 Sta n Val Sta n Val 1215 .014 1230 .014 1300 .04 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan . 1205 12 90 65 65 5 .1 . 3 CROSS SECTION OUTPUT Profi le #PF 1 E.G. Elev (ft) 289.44 Element Left OB Channel Right OB Vel Head (ft) 0 .26 Wt . n-Val . 0 .060 0 .015 0.040 w.s. Elev (ft) 289.19 Reach Len . (ft) 65.00 65 .00 5.00 Crit W.S. (ft) Flow Area (sq ft) 172.92 457 .27 7.96 E.G . Slope (ft/ft) 0 .000166 Area (sq ft) 172.92 457 .27 7.96 Q Total (cfs) 1980.00 Flow (cfs) 76.39 1899 .68 3.93 Top Width (ft) 236 .20 Top Widt h (ft) 143.92 85 .00 7 .29 Vel Total (ft/s) 3.10 Avg. Vel. (ft/s ) 0.44 4 .15 0.49 Max Chl Dpth (ft) 7 .79 Hydr . Depth (ft) 1.20 5 .38 1. 09 Conv. Total (cfs) 153760.l Conv. (cfs) 5932.5 147522.8 304.9 Length Wtd. (ft ) 64 .79 Wetted Per . (ft) 143 .96 85 .74 7.61 Min Ch El (ft) 281.40 Shear (lb/sq ft) 0.01 0 .06 0.01 Alpha 1. 72 Stream Power (lb/ft s) 0.01 0 .23 0.01 Frctn Loss (ft) 0.02 Cum Volume (acre-ft) 83 .23 37 .06 90 .64 C & E Loss (ft) 0 .01 Cum SA (acres) 27.77 4 .28 30.55 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 . CROSS SECTION RIVER: N.F . Lick Creek REACH: N.F . Main RS: 66150 INPUT Descripti on: Station Elevation Data num= 9 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1060 290 1180 288 1200 286 1215 284 1230 281 1245 281 1255 284 1270 287 1290 290 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1060 .06 1200 .018 1270 .04 Bank Sta: Left Right Lengths : Left Channel Right Coef f Contr. Expan . 1200 1270 90 45 5 . 1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 289.42 Element Left OB Channel Right OB Vel Head (ft) 0.36 Wt . n-Val. 0.060 0.018 0.040 W.S. Elev (ft) 289.06 Reach Len. (ft) 90 .00 45.00 5.00 Crit W.S . (ft) Flow Area (sq ft) 74.84 399.14 14 .13 E.G. Slope (ft/ft) 0 .000347 Area (sq ft) 74.84 399.14 14 .13 Q Total (cfs) 1980.00 Flow (cfs) 32.06 1938 .04 9.90 Top Width (ft) 167 .28 Top Width (ft) 83.55 70.00 13.73 Vel Total (ft/s) 4.06 Avg. Vel. (ft/s) 0.43 4.86 0.70 Max Chl Dpth (ft) 8.06 Hydr. Depth (ft) 0 .90 5.70 1. 03 Conv. Total (cfs) 106263.8 Conv. (cfs) 1720.7 104011. 7 531.4 Length Wtd . (ft) 45.46 Wetted Per. (ft) 83.66 71.17 13 . 88 Min Ch El (ft) 281. 00 Shear (lb/sq ft) 0.02 0.12 0.02 Alpha 1 . 40 Stream Power (lb/ft s) 0 .01 0 .59 0.02 Frctn Loss (ft) 0.01 Cum Volume (acre-ft) 83.04 36 .42 90.64 C & E Loss (ft) 0.02 Cum SA (acres) 27 .60 4 .16 30.55 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. CROSS SECTION REACH: N.F. Main INPUT RIVER : N.F. Lick Creek RS: 66105 Description: End of Apron -Begin Lined Channel Station Elevation Data num= 9 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1310 1520 290 280.8 Manning's n Values Sta n Val 1310 .04 1430 1530 288 284 num= Sta n Val 1475 .014 1465 1550 3 Sta 1530 286 287 n Val .04 1475 1560 Bank Sta: Left 14 75 Ineffective Flow Sta L Sta R Right 1530 Lengths : Left Channel 30 15 Right 5 1310 1475 CROSS SECTION OUTPUT E.G. Elev {ft) Vel Head {ft) W.S . Elev {ft) Crit W.S. {ft) E.G. Slope {ft/ft) Q Total {cfs) Top Width {ft) Vel Total {ft/s) Max Chl Dpth {ft) Conv. Total {cfs) Length Wtd. (ft) Min Ch El {ft) Alpha Frctn Loss {ft) C & E Loss {ft) CROSS SECTION REACH: N.F. Main INPUT Description: num= 2 Elev Sta L Sta R Elev 288 288 1530 1560 Profile #PF 1 289 .39 0 .28 289.10 284.94 0. 000119 1980.00 193 .27 3.06 8.30 181786.3 15.58 280.80 1.94 0.00 0.05 Element Wt. n -Val. Reach Len . {ft) Flow Area {sq ft) Area (sq ft) Flow {cfs) Top Width {ft) Avg. Vel. {ft/s) Hydr. Depth {ft) Conv. {cfs) Wetted Per. {ft) Shear {lb/sq ft) Stream Power (lb/ft s) Cum Volume {acre-ft) Cum SA {acres) RIVER: N.F. Lick Creek RS: 66090 Station Elevation Data 284 290 1490 Coeff Contr. .3 Left OB 0.040 30.00 151. 27 151.27 75.00 111. 25 0.50 1. 36 6885.6 111. 52 0.01 0.00 82 .81 27.40 Sta Elev Sta 1200 290 1340 1519 .9 280 .6 1520 num= Elev 288 282 10 Sta 1470 1530 Elev 286 284 Sta 1470.l 1545 Elev 280.6 287 Sta 1490 1550 Manning's n Values Sta n Val 1200 .04 num= Sta n Val 1470 .014 3 Sta 1530 n Val .04 Bank Sta: Left 1470 Ineffective Flow Sta L Sta R Right 1530 Lengths : Left Channel 40 15 Right 5 1200 1470 CROSS SECTION OUTPUT E.G. Elev {ft) Vel Head (ft) W.S. Elev {ft) Crit W.S. (ft) E.G. Slope {ft/ft) Q Total {cfs) Top Width {ft) Vel Total {ft/s) Max Chl Dpth {ft) Conv. Total {cfs) Length Wtd . {ft) Min Ch El {ft) Alpha Frctn Loss {ft) c & E Loss (ft) num= 2 Elev Sta L Sta R Elev 288 288 1520 1550 Profile #PF 1 289.34 0.19 289.15 284.25 0.000084 1980 .00 289.02 2 .27 8.55 216116.8 15 .83 280.60 2.36 0.00 0 .05 Element Wt . n-Val. Reach Len . {ft) Flow Area (sq ft ) Area {sq ft) Flow (cfs) Top Width {ft) Avg. Vel. (ft/s) Hydr. Depth {ft) Conv. {cfs) Wetted Per. {ft) Shear (lb/sq ft) Stream Power {lb/ft s) Cum Volume {acre-ft) Cum SA {acres) Coeff Contr. . 3 Left OB 0.040 40 .00 325.59 325.59 148.22 210.43 0 .46 1. 55 16178.5 210.46 0.01 0 .00 82 .65 27.29 280 .8 Expan . . 5 Channel 0.014 15 .00 416.73 416.73 1839.85 55.00 4.41 7.58 168918 .8 55.84 0 .06 0 .24 36.00 4.10 Elev 280.6 290 Expan . . 5 Channel 0.014 15.00 488.60 488 .60 1790.23 60.00 3 .66 8 .14 195403 .l 66.80 0.04 0.14 35.84 4.08 Right OB 0.040 5.00 79.46 79.46 65.15 27.01 0.82 2.94 5981. 8 27 .55 0.02 0.02 90.64 30.55 Right OB 0. 040 5.00 58.58 58 .58 41. 55 18 .58 0. 71 3.15 4535.2 19.47 0.02 0 .01 90.63 30.54 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. CROSS SECTION REACH : N.F. Main INPUT RIVER: N.F. Lick Creek RS: 66075 Description: Upstream Face of Graham Rd Culvert Station Elevation Data num= 9 Sta Elev Sta Elev Sta Elev 1140 290 1400 288 14 70 287 1509.9 280.5 1510 287 1700 288 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1140 .04 1470 .014 1510 .04 Sta Elev Sta 1470.l 280 .5 1490 1800 290 Bank Sta: Left Right Lengths: 1470 1510 Left Channel 75 75 Right 75 Coeff Contr. . 3 Ineffective Flow Sta L Sta R 1140 1470 CROSS SECTION OUTPUT E .G. Elev (ft) Vel Head (ft) W.S . Elev (ft) Crit W.S . (ft) E .G. Slope (ft/ft) Q Total (cfs) Top Width (ft) num= 2 Elev Sta L Sta R Elev 288 1510 1800 288 Profile #PF 1 289.28 0.36 288.92 284.73 0 .000200 1980 .00 466.08 2.53 8.42 140109.0 Element Wt . n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr . Depth (ft) Conv. (cfs) Wetted Per. (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 75.00 280.50 3.64 Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) CULVERT REACH: N.F. Main RIVER: N.F. Lick Creek RS: 66037 INPUT Description: Graham Rd: 3 -9' x 5' Box Culvert Distance from Upstream XS 10 Deck/Roadway Width 50 Weir Coefficient 3.1 Bridge Deck/Roadway Skew Upstream Deck/Roadway Coordinates num= 6 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 939 288.9 1115 288 1490 287 .9 1754 289.5 Upstream Bridge Cross Section Data Station Elevation Data num= 9 Sta El ev Sta Elev Sta Elev 1140 290 1400 288 1470 287 1509.9 280.5 1510 287 1700 288 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1140 .04 1470 .014 1510 .04 Bank Sta: Left Right Coeff Contr. Expan. 1470 1510 . 3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev Sta Hi Cord 1287 288.9 2054 291. 6 Sta Elev 1470.l 280.5 1800 290 Left OB 0.040 75 .00 154 .92 154 .92 70.99 189.95 0.46 0.82 5023.7 189.96 0 .01 0.00 82.43 27 .11 Lo Cord Sta 1490 Elev 280.5 Expan. . 5 Channel 0.014 75.00 336.26 336 .26 1732.82 40.00 5.15 8.41 122618.l 52.80 0.08 0 .41 35.70 4 .06 Elev 280.5 Right OB 0.040 75.00 291. 59 291. 59 176.19 236.13 0 .60 1. 23 12467.2 236 .15 0 .02 0 .01 90.61 30.53 1140 1470 288 1510 1800 288 Downstream Deck/Roadway Coordinates num= 6 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 904 288 .9 1080 288 1252 288.9 1455 287 .9 1719 289.5 2019 291. 6 Downstream Bridge Cross Section Data Station Elevation Data num= 9 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 289 1290 288 1435 287 1435 .l 280 .2 1455 280.2 14 74. 9 280 .2 1475 287 1600 288 1800 290 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .04 1435 .014 1475 .04 Bank Sta: Left Right Coef f Contr . Expan. 1435 1475 Ineffective Flow num= Sta L Sta R Elev Sta L 1000 1435 288 14 75 Upstream Embankment side slope Downstream Embankment side slope . 3 2 Sta R 1800 Maximum allowable submergence for weir flow Elevation at which weir flow begins Energy head used in spillway design Spillway height used in design Weir crest shape Number of Culverts 1 Culvert Name Shape Rise Span Graham Rd. Box 5 9 . 5 Elev 288 .95 horiz. to 1 .0 vertical horiz. to 1 .0 vertical Broad Crested FHWA Chart # 11-Skewed headwall; Chamfered or beveled Inlet FHWA Scale# 2 -Headwall skewed 30 deg.; inlet edges chamfered 3/4 inch Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length n Value Entrance Loss Coef . 5 Exit Loss Coef 1 10 75 .014 Null)ber of Barrels = 4 Upstream Centerline Sta. 1475 Downstream Centerline Sta. 1440 Elevation Stations Sta. 1485 Sta. 1495 Elevation = Stations Sta . Sta. 1450 1460 280.5 Sta. 1505 280.2 Sta . 1470 CULVERT OUTPUT Profile #PF 1 Culvert ID : Graham Rd. Culv Q (cfs) # Barrels Q Barrel (cfs) E.G. US. (ft) w.s. us. (ft) Delta EG (ft) Delta ws (ft) E.G. IC (ft) E.G. OC (ft) Culvert Control Culv ws In (ft) Culv ws Out (ft) Culv Nml Depth (ft) Culv Crt Depth (ft) Culv Ful Lngh (ft) 1016.19 4 254 .05 289 .28 288 .92 0 .39 0. 49 288.53 289 .28 Outlet 285 .50 285 .20 2 .91 75 .00 Culv Vel In (ft/s) Culv Vel Out (ft/s) Culv Inv El Up (ft) Culv Inv El Dn (ft) Culv Frctn Ls (ft) Culv Ext Lss (ft) Culv Ent Lss (ft) Q Weir (cfs) Weir Sta Lft (ft) Weir Sta Rgt (ft) Weir Submerg Weir Max Depth (ft) Weir Avg Depth (ft) Wr Flw Area (sq ft) Min Top Rd (ft) 5.65 5.65 280.50 280 .20 0 .11 0 .03 0.25 963 .81 1231. 77 1720 .02 0 .02 1. 39 0.72 353.51 287.90 CROSS SECTION REACH: N.F. Main INPUT RIVER: N.F. Lick Creek RS: 66000 Description: Downstream Face of Graham Rd Culvert Station Elevat ion Data num= 9 Sta Elev Sta El ev Sta Elev Sta Elev Sta 1000 289 1290 288 1435 287 1435.1 280.2 1455 1474.9 280.2 1475 287 1600 288 1800 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .04 1435 .014 1475 .04 Bank Sta : Left Right Lengths: Left Channel Right 1435 1475 20 20 20 Ineffective Fl ow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 1435 288 1475 1800 288 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) Vel Head (ft ) W.S. Elev (f t ) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Al pha Frctn Loss (ft) C & E Loss (ft) 288.89 0 .46 288.43 284.45 0.000250 1980 .00 477 .40 3 .22 8.23 125143 .5 20 .00 280.20 2 .87 0 .00 0 .17 Element Wt . n-Val. Reach Len. (ft) Fl ow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg . Vel. (ft/s) Hydr. Depth (ft) Conv . (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) 290 Coeff Contr. . 3 Left OB 0.040 20.00 161. 45 161 .45 67 .44 269.48 0.42 0.60 4262.5 269 .48 0.01 0 .00 82.15 26 . 71 Elev 280 .2 Expan . . 5 Channel 0.014 20 .00 328.49 328.49 1851. 92 40.00 5.64 8.21 117048.5 53.40 0.10 0.54 35.13 3.99 Right OB 0.040 20 .00 125.37 125.37 60 .64 167.92 0.48 0.75 3832.5 167.93 0.01 0.01 90 .25 30.18 Warning: The conveyance ratio (upstream conveyance divided by than 0.7 or greater than 1.4 . This may indicate the downstream conveyance) is less need for additional cross sections. CROSS SECTION RIVER: N.F. Lick Creek REACH: N.F. Main RS: 65980 INPUT Description: Station Elevati on Data num= 11 Sta El ev Sta Elev Sta Elev Sta Elev Sta Elev 1000 289 1290 288 1410 286 1420 284 1420 .1 280.13 1455 280 .13 1474 .9 280. 13 1475 284 1525 286 1600 288 1800 290 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .04 1420 .014 1475 .014 Bank Sta : Left Right Lengths: Left Channel Right Coef f Contr . Expan. 1420 1475 10 10 10 . 3 .5 Ineffective Flow num= 2 Sta L Sta R El ev Sta L Sta R Elev 1000 1420 288 1475 1800 288 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 288. 72 Element Left OB Channel Right OB Vel Head (ft) 0.13 Wt. n-Val . 0 .040 0.014 0.014 w.s . Elev (ft) 288.59 Reach Len. (ft) 10.00 10.00 10 .00 Crit W.S . (ft) 283 .56 Flow Area (sq ft) 277.98 465.06 316.65 E .G. Slope (ft/ft) 0.000065 Area (sq ft) 277.98 465.06 316.65 Q Total (cfs) 1980.00 Flow (cfs) 78.63 1513 .42 387.95 Top Width (ft) 541 .15 Top Width (ft) 301.88 55.00 184 .27 Vel Total (ft/s) l. 87 Avg . Vel. (ft/s) 0 .28 3 .25 l. 23 Max Chl Dpth (ft ) 8.46 Hydr . Depth (ft) 0.92 8 .46 l. 72 Conv . Total (cfs) 246020.4 Conv . (cfs ) 976 9 .5 188046 .5 48204.5 Length Wtd . (ft) 10.00 Wetted Per. (ft ) 302 .09 62 .54 184.34 Min Ch El (ft ) 280.13 Shear (lb/sq ft ) 0.00 0 .03 0 .01 Alpha 2.40 Stream Power (lb/ft s) 0 .00 0 .10 0.01 Frctn Loss (ft) 0.00 Cum Volume (acre-ft) 82.05 34 . 94 90 .15 C & E Loss (ft) 0 .00 Cum SA (acres) 26.58 3 .97 30 .10 CROSS SECTION RIVER: N.F. Lick Creek REACH : N.F . Main RS : 65970 INPUT Description : Beg i n Concrete Apron Station Elevat ion Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 289 1290 288 1400 286 1410 284 1415 282 1420 280 .l 1455 280 .l 1475 280.l 1480 282 1485 284 1525 286 1600 288 1800 290 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .065 1410 .02 1485 .065 Bank Sta: Left Right Lengths : Left Channel Right Coe ff Contr. Expan . 1410 1485 l l l . 3 . 5 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 142 0 288 1475 1800 288 CROSS SECTION OUTPUT Profile #PF 1 E .G . Elev (ft) 288 . 72 Element Left OB Channel Right OB Vel Head (ft) 0 .13 Wt . n-Val. 0 .065 0 .020 0.065 w.s . Elev (ft) 288 .59 Reach Len. (ft) l. 00 l. 00 l. 00 Crit W.S. (ft) 283 .52 Flow Area (sq ft) 259 .96 597 .91 279.47 E.G. Slope (ft/ft) 0 .000109 Area (sq ft) 259 .96 597 .91 279 .47 Q Total (cfs) 1980.00 Flow (cfs) 57 .79 1830 .43 91. 78 Top Width (ft) 538 .34 Top Width (ft) 289.79 75 .00 173 .55 Vel Total (ft/s) l. 74 Avg. Vel. (ft/s) 0.22 3.06 0.33 Max Chl Dpth (ft) 8 .49 Hydr. Depth (f t) 0.90 7.97 l. 61 Conv. Total (cfs) 189300 .0 Conv. (cfs) 5524 .9 175000.5 8774 . 6 Length Wtd. (ft) l. 00 Wetted Per. (ft) 290 .01 76.47 173 .63 Min Ch El (ft) 2 80 .10 Shear (lb/sq f t) 0.01 0 .05 0 .01 Alpha 2 .86 Stream Power (lb/ft s) 0.00 0 .16 0.00 Frctn Loss (ft) 0 .00 Cum Volume (acre-ft) 81 .99 34 .82 90.08 C & E Loss (ft) 0.01 Cum SA (acres) 26.51 3 .95 30.06 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 . CROSS SECTION REACH: N.F . Main INPUT RIVER : N.F. Lick Creek RS : 65969 Description: Begin Concrete Apron Station Elevation Data Sta Elev Sta 1000 289 1290 1420 280 .1 1455 1525 286 1600 Manning's n Values Sta n Val 1000 .075 Bank Sta: Left 1410 Sta 1410 Right 1485 num= 13 Elev Sta Elev 288 1400 286 280 .l 1475 280 .1 288 1800 290 num= 3 n Val Sta n Val .04 1485 .075 Lengths: Left Channel 19 19 Sta 1410 1480 Right 19 Elev Sta 284 1415 282 1485 Coeff Contr. . 3 Elev 282 284 Expan . . 5 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 1420 288 14 75 1800 288 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 288. 71 Element Left OB Channel Right OB Vel Head (ft) 0 .11 Wt. n-Val. 0.075 0.040 0.075 w.s . Elev (ft) 288.60 Reach Len. (ft) 19.00 19.00 19.00 Crit W.S. (ft) 283.52 Flow Area (sq ft) 262.79 598.64 281.16 E.G. Slope (ft/ft) 0.000391 Area (sq ft) 262.79 598 .64 281.16 Q Total (cfs) 1980.00 Flow (cfs) 95.74 1732.99 151.26 Top Width (ft) 542.12 Top Width (ft) 292.60 75.00 174.52 Vel Total (ft/s) 1.73 Avg. Vel. (ft/s) 0.36 2.89 0.54 Max Chl Dpth (ft'.) 8.50 Hydr. Depth (ft) 0 .90 7.98 1. 61 Conv. Total (cfs) 100174 .8 Conv. (cfs) 4844.0 87677.8 7652.9 Length Wtd. (ft) 19.00 Wetted Per. (ft) 292.82 76.47 174.60 Min Ch El (ft) 280 .10 Shear (lb/sq ft) 0.02 0.19 0 .04 Alpha 2.45 Stream Power (lb/ft s) 0.01 0.55 0 .02 Frctn Loss (ft) 0.01 Cum Volume (acre-ft) 81.98 34.81 90.08 C & E Loss (ft) 0 .06 Cum SA (acres) 26.51 3 .95 30.06 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. CROSS SECTION REACH : N.F. Main RIVER: N.F . Lick Creek RS: 65950 INPUT Description: Station Elevation Sta Elev 1000 288.5 1335 280 1700 290 Manning's n Values Sta n Val 1000 .075 Data Sta 1160 1345 num= Elev 288 282 num= Sta n Val 1310 . 04 11 Sta 1270 1350 3 Sta 1350 Elev 286 284 n Val .075 Sta 1310 1410 Bank Sta: Left 1310 Right 1350 Lengths: Left Channel Right 300 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. {ft) E.G. Slope (ft/ft) Q Total {cfs) Top Width {ft) Vel Total (ft/s) Max Chl Dpth {ft) Conv. Total {cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 200 250 Profile #PF 1 288.63 0 .32 288 .31 0.001880 1980 .00 428.85 2 .47 8 .31 45667.8 250 .06 280.00 3.40 0.42 0.08 Element Wt. n-Val . Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) CROSS SECTION REACH: N.F. Main RIVER : N.F. Lick Creek RS: 65700 INPUT Description: Station Elevation Sta Elev 1000 289 Data Sta 1200 num= Elev 288 14 Sta 1260 Elev 286 Sta 1270 Elev 284 286 Sta 1325 1450 Coeff Contr. . 3 Elev 284 Left OB 0.075 200.00 292.38 292 .38 278 .85 249.84 0 .95 1.17 6431.6 249 .91 0.14 0 .13 81.86 26.39 Sta 1300 Elev 282 288 Expan . . 5 Channel 0.040 250 .00 252 .48 252.48 1368 .11 40.00 5 .42 6.31 31554 .9 40.91 0 . 72 3.92 34.62 3.93 Elev 284 Right OB 0.075 300.00 257 .29 257.29 333.04 139.00 1. 29 1. 85 7681. 3 139.09 0.22 0 .28 89.96 29.99 1320 282 1330 280 1340 279.5 1350 280 1355 282 1365 284 1410 286 1440 288 1530 290 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .075 1300 .055 1365 .075 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1300 1365 180 200 220 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E .G. Elev (ft) 288.13 Element Left OB Channel Right OB Vel Head {ft) 0 .16 Wt. n-Val . 0.075 0.055 0.075 w.s . Elev (ft) 287 .97 Reach Len. {ft} 180 .00 200.00 220.00 Crit W.S. {ft) Flow Area {sq ft) 207.20 418.17 162.90 E.G. Slope {ft/ft} 0 .001516 Area {sq ft) 207.20 418.17 162.90 Q Total {cfs) 1980 . 00 Flow {cfs} 260.87 1507.78 211. 36 Top Width {ft) 238.73 Top Width {ft} 99 .16 65.00 74 .58 Vel Total {ft/s) 2 .51 Avg. Vel. {ft/s) 1. 26 3 .61 1. 30 Max Chl Dpth {ft) 8 .47 Hydr. Depth {ft} 2.09 6 .43 2.18 Conv. Total (cfs) 50847.3 Conv. {cfs} 6699.2 38720.3 5427.7 Length Wtd. {ft} 199.16 Wetted Per. {ft} 99.39 65.91 74 .69 Min Ch El {ft} 279.50 Shear (lb/sq ft) 0.20 0 .60 0.21 Alpha 1. 63 Stream Power {lb/ft s} 0.25 2.17 0.27 Frctn Loss {ft) 0.42 Cum Volume {acre-ft} 80.72 32.70 88.51 C & E Loss {ft) 0.01 Cum SA {acres} 25.59 3 .63 29.25 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. CROSS SECTION RIVER: N.F. Lick Creek REACH: N.F. Main INPUT Description: Station Elevation Data Sta Elev Sta 1000 289 1080 1365 280 1375 1430 286 1525 Manning's n Values Sta n Val Sta 1000 .075 1360 Bank Sta: Left 1360 Right 1388 CROSS SECTION OUTPUT E.G. Elev {ft) Vel Head {ft) W.S. Elev {ft} Crit W.S. {ft) E.G. Slope {ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s} Max Chl Dpth (ft} Conv. Total (cfs} Length Wtd. (ft} Min Ch El (ft} Alpha Frctn Loss (ft} C & E Loss (ft) RS: 65500 num= 13 Elev Sta Elev Sta 288 1280 286 1340 278 .9 1380 280 1388 288 1555 290 num= 3 n Val Sta n Val .055 1388 .075 Lengths: Left Channel Right 250 250 250 Profile #PF 1 287.70 0.29 287.41 0.003156 1980.00 357.41 2 .65 8.51 35243.3 250 .00 278.90 2 .67 0 .68 0.03 Element Wt. n-Val. Reach Len . (ft) Flow Area (sq ft) Area {sq ft} Flow {cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. {cfs) Wetted Per. {ft) Shear (lb/sq ft} Stream Power (lb/ft s} Cum Volume (acre-ft} Cum SA (acres} CROSS SECTION REACH: N.F. Main RIVER: N.F . Lick Creek RS: 65250 Elev Sta 284 1360 282 1420 Coeff Contr. .1 Left OB 0.075 250.00 331.36 331.36 483 .51 220 .62 1. 46 1. 50 8606.3 220 .76 0.30 0.43 79.60 24.93 Elev 282 284 Expan. .3 Channel 0.055 250.00 202.62 202.62 1128.91 28.00 5.57 7.24 20094 .2 28 .81 1. 39 7 .72 31. 27 3. 41 Right OB 0.075 250 .00 212.02 212.02 367.58 108.79 1.73 1. 95 6542.8 109.07 0 .38 0.66 87.56 28.79 INPUT Description: Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 288 llOO 286 ll90 284 1260 284 1290 282 1295 280 1300 278.2 1310 280 1320 282 1350 284 1380 286 1490 288 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .075 1290 .055 1320 .075 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan . 1290 1320 210 200 190 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 286.98 Element Left OB Channel Right OB Vel Head (ft) 0.18 Wt . n-Val . 0.075 0.055 0.075 w.s. Elev (ft) 286.81 Reach Len. (ft) 210. 00 200.00 190.00 Crit W.S. (ft) Flow Area (sq ft) 489.22 202 .66 186 .15 E.G. Slope (ft/ft) 0.002384 Area (sq ft) 489.22 202.66 186.15 Q Total (cfs) 1980.00 Flow (cfs) 781.85 933.43 264.72 Top Width (ft) 364.56 Top Width (ft) 230.26 30.00 104.29 Vel Total (ft/s) 2.26 Avg. Vel. (ft/s) 1.60 4.61 1.42 Max Chl Dpth (ft) 8.61 Hydr. Depth (ft) 2.12 6.76 1. 78 Conv. Total (cfs) 40554.7 Conv. (cfs) 16014 .0 19ll8. 7 5422.0 Length Wtd. (ft) 201.95 Wetted Per. (ft) 230.36 31. 06 104.43 Min Ch El (ft) 278.20 Shear (lb/sq ft) 0.32 0.97 0.27 Alpha 2.22 Stream Power (lb/ft s) 0.51 4.47 0 .38 Frctn Loss (ft) 0.64 Cum Volume (acre-ft) 77.25 30. ll 86.42 C & E Loss (ft) 0.02 Cum SA (acres) 23.63 3.25 28.18 CROSS SECTION RIVER: N.F. Lick Creek REACH: N.F. Main RS: 65050 INPUT Description: Station Elevation Data num= 14 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 287 ll30 286 1240 284 1290 282 1300 280 1305 278 1310 277.6 1315 278 1320 280 1325 282 1345 284 1400 286 1460 286 1520 288 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .075 1290 .055 1325 .075 Bank Sta: Left Right Lengths : Left Channel Right Coe ff Contr. Expan. 1290 1325 250 250 230 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 286.32 Element Left OB Channel Right OB Vel Head (ft) 0.40 Wt. n-Val. 0.075 0.055 0.075 w.s . Elev (ft) 285.92 Reach Len. (ft) 250.00 250.00 230.00 Crit W.S. (ft) Flow Area (sq ft) 247.40 224.21 109.10 E.G . Slope (ft/ft ) 0.004396 Area (sq ft) 247.40 224.21 109.10 Q Total (cfs) 1980.00 Flow (cfs) 442.62 1349. 93 187.45 Top Width (ft) 263.41 Top Width (ft) 155.61 35.00 72.80 Vel Total (ft/s) 3 .41 Avg . Vel. (ft/s) 1.79 6.02 1. 72 Max Chl Dpth (ft) 8.32 Hydr . Depth (ft) 1.59 6.41 1. 50 Conv. Total (cfs) 29861.5 Conv. (cfs) 6675.4 20359.l 2827.l Length Wtd. (ft) 244.65 Wetted Per. (ft) 155.67 36.39 72.94 Min Ch El (ft) 277.60 Shear (lb/sq ft) 0.44 1.69 0.41 Alpha 2.21 Stream Power (lb/ft s) 0.78 10.18 0 . 71 Frctn Loss (ft) 0.79 Cum Volume (acre-ft) 75.47 29.13 85.78 C & E Loss (ft) 0.05 Cum SA (acres) 22.70 3.10 27.79 CROSS SECTION RIVER: N.F . Lick Creek REACH: N.F. Main RS: 64800 INPUT Description: Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 287 1015 286 1025 284 1040 282 1055 280 1060 278 1065 276 .9 1070 278 1080 280 1110 282 1260 284 1350 286 1380 288 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .07 1055 .05 1080 .07 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1055 1080 270 300 330 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E .G. Elev (ft) 285.48 Element Left OB Channe l Right OB Vel Head (ft) 0.22 Wt. n-Val . 0 .070 0.050 0.070 w.s. Elev (ft) 285.26 Reach Len. (ft) 270.00 300.00 330 .00 Crit W.S. (ft) Flow Area (sq ft) 101.77 172. 00 502.54 E.G. Slope (ft/ft) 0.002453 Area (sq ft) 101.77 172. 00 502.54 Q Total (cfs) 1980 .00 Flow (cfs) 211.23 896 .25 872 . 52 Top Width (ft) 298 .00 Top Width (ft) 36.30 25 .00 236.70 Vel Total (ft/s) 2 .55 Avg . Vel. (ft/s) 2.08 5 .21 1. 74 Max Chl Dpth (ft) 8 .36 Hydr. Depth (ft) 2.80 6.88 2.12 Conv. Total (cfs) 39977.7 Conv. (cfs) 4264 .9 18096 .0 17616.8 Length Wtd. (ft) 301.47 Wetted Per. (ft ) 36.69 25.82 236.80 Min Ch El (ft) 276.90 Shear (lb/sq ft) 0 .42 1. 02 0 .32 Alpha 2 .16 Stream Power (lb/ft s) 0.88 5 .32 0.56 Fr ctn Loss (ft) 0 .44 Cum Volume (acre-ft) 74.47 27.99 84 .16 C & E Loss (ft) 0 .03 Cum SA (acres) 22.15 2.92 26 .97 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. CROSS SECTION REACH: N.F . Main INPUT Description: Station Elevation Sta Elev 1000 286 1455 276 1610 286 Manning's n Values Sta n Val 1000 .06 RIVER: N.F. RS: 64500 Data num= Sta Elev 1200 284 1460 278 num= Sta n Val 1440 .04 Lick 11 Sta 1340 1465 3 Sta 1465 Creek Elev 282 280 n Val .06 Sta 1440 1510 Bank Sta: Left 1440 Right 1465 Lengths: Left Channel Right 120 CROSS SECTION OUTPUT E .G. Elev (ft) Vel Head (ft) W.S . Elev (ft) Crit W.S. (ft) E .G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Profile #PF 1 285 .01 0 .10 284 .90 0.000958 1980 .00 478 .33 1. 70 8 .90 63976.3 80 100 Element Wt . n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Elev Sta 280 1448 282 1570 Coeff Contr. . 3 Left OB 0 .060 80.00 697.41 697.41 879.74 330 .28 1. 26 2 .11 28425.6 Elev 278 284 Expan. . 5 Channel 0.040 100 .00 171. 57 171.57 688 .73 25.00 4 .01 6.86 22253.6 Right OB 0.060 120.00 297.94 297 .94 411 . 53 123 .06 1. 38 2 .42 13297 .l Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft ) 97.63 276 .00 2.33 0 .08 0 .05 Wetted Per . (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) CROSS SECTION REACH: N.F. Main RIVER: N.F . Lick Creek RS: 64395 INPUT Description: Upstream Face of SH6 Station Elevation Data num= Sta Elev Sta Elev 1000 286 1300 285 1465 274.85 1770 286 Manning's n Values Sta n Val 1000 .06 1505 274 .85 Sta 1460 num= n Val .04 Culvert 11 Sta 1350 1510 3 Sta 1510 Elev 284 280 n Val .06 Bank Sta: Left 1460 Ineffective Flow Sta L Sta R Right 1510 Lengths : Left Channel 1000 1460 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) num= Elev 287 Sta L 1510 2 475 475 Sta R 1770 Elev 287 Profile #PF 1 Element Wt . n-Val. Sta 1425 1580 Right 475 W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) 284.87 0.29 284.58 278.93 0.000774 1980.00 413.57 4.30 9.73 71169. 0 Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft) 475.00 274.85 1. 00 Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) CULVERT REACH : N.F. Main RIVER : N.F. Lick Creek RS: 64158 INPUT Description: SH 6 Culvert Distance from Upstream XS Deck/Roadway Width 3 -10' x 8' MBC 25 Weir Coefficient Bridge Deck/Roadway Skew 425 2.6 Upstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1000 287 2000 287 Upstream Bridge Cross Section Data Station Elevation Data num= Sta Elev Sta Elev 1000 286 1300 285 1465 274 .85 1770 286 Manning's n Values Sta n Val 1000 . 06 1505 274.85 num= Sta n Val 1460 . 04 11 Sta 1350 1510 3 Sta 1510 Elev 284 280 n Val .06 Sta 1425 1580 Elev 282 282 330.32 0 .13 0 .16 72.00 21.02 Sta 1460 1720 Coeff Contr. . 3 Left OB Elev 282 282 475 .00 252.35 139.05 71.12 20.59 Sta 1460 1720 26.30 0.39 1.57 26.81 2.75 Elev 280 284 Expan . .5 Channel 0. 040 475.00 460 .80 460 .80 1980.00 50.00 4.30 9 .22 71169. 0 54.36 0.41 1 .76 26.08 2.67 Elev 280 284 123.16 0 .14 0.20 81.13 25.61 Right OB 475.00 476.23 224.52 80.06 25.13 Bank Sta: Left Right Coe ff Contr . Expan. 1460 1510 .3 . 5 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 1460 287 1510 1770 287 Downstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1000 287 2000 287 Downstream Bridge Cross Section Data Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta 1000 284 llOO 282 1250 280 1280 278 1281 1285 273 .4 1315 273 .4 1318 276 1320 278 1325 1450 280 1480 284 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .06 1280 .04 1320 .06 Bank Sta: Left Right Coef f Contr. Expan . 1280 1320 . 3 . 5 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 1280 287 1320 1480 287 Upstream Embankment side slope Downstream Embankment side slope horiz. to 1.0 vertical horiz. to 1 .0 vertical Maximum allowable submergence for weir flow Elevation at which weir flow begins Energy head used in spillway design Spillway height used in design Weir crest shape Number of Culverts 1 Culvert Name Shape Rise Span Hwy 6 N Box 8 10 .95 Broad Crested FHWA Chart # 11-Skewed headwall; Chamfered or beveled Inlet FHWA Scale# 1 -Headwall skewed 45 deg.; inlet edges chamfered 3/4 inch Solution Criteria = Highest U.S . EG Culvert Upstrm Dist Length n Value 25 474 .014 Number of Barrels = 3 Upstream Elevation 274 .8 Centerline Stations Sta. Sta. Sta. 1470 1481 1492 Downstream Elevation = 273 .4 Centerline Stations Sta. Sta. Sta. 1286 1297 1308 CULVERT OUTPUT Profile #PF 1 Culvert ID : Hwy 6 N Culv Q (cfs) 1980 .00 Culv # Barrels 3 Culv Q Barrel (cfs) 660.00 Culv E.G. us. (ft) 284 .87 Culv w.s. us. (ft) 284 .58 Culv Delta EG (ft) 1. 85 Culv Entrance Loss Coef .5 Vel In (ft/s) Vel Out (ft/s) Inv El Up (ft) Inv El Dn (ft) Frctn Ls (ft) Ext Lss (ft) Delta WS (ft) 2.28 Culv Ent Lss (ft) E.G. IC (ft) 283.70 Q Weir (cfs) E.G. oc (ft) 284 .87 Weir Sta Lft (ft) Culvert Control Outlet Weir Sta Rgt (ft) Culv ws In (ft) 282 .80 Weir Submerg Culv WS Out (ft) 281. 40 Weir Max Depth (ft) Exit Loss Coef 1 8 .25 8 .25 274.80 273.40 0.99 0.33 0.53 Elev 276 280 Culv Nml Depth (ft) Culv Crt Depth {ft) Culv Ful Lngh {ft) 5.13 474.00 Weir Avg Depth {ft) Wr Flw Area {sq ft) Min Top Rd {ft) 287.00 CROSS SECTION REACH: N.F. Main RIVER: N.F. Lick Creek RS: 63920 INPUT Description: Downstream Face of SH6 Station Elevation Sta Elev 1000 284 1285 273 .4 1450 280 Manning's n Values Sta n Val 1000 .06 Data Sta 1100 1315 1480 Sta 1280 Bank Sta: Left Right 1280 1320 Ineffective Flow num= Sta L Sta R Elev 1000 1280 287 num= Elev 282 273.4 284 num= n Val .04 Lengths: 2 Sta L 1320 Culvert 12 Sta 1250 1318 3 Sta 1320 Structure Elev 280 276 n Val .06 Sta 1280 1320 Left Channel Right 90 50 30 Sta R Elev 1480 287 CROSS SECTION OUTPUT Profile #PF 1 E.G . Elev {ft) Vel Head {ft) W.S. Elev {ft) Crit W.S. {ft) E .G. Slope {ft/ft) Q Total {cfs) Top Width (ft) Vel Total {ft/s) Max Chl Dpth {ft) Conv. Total {cfs) Length Wtd. (ft) Min Ch El {ft) Alpha Frctn Loss (ft) c & E Loss {ft) 283.03 0.73 282.30 278 .58 0.002245 23 01. 00 382.23 6.85 8 .90 48567.l 53.56 273.40 1. 00 0.13 0.28 Element Wt. n-Val. Reach Len. {ft) Flow Area {sq ft) Area (sq ft) Flow (cfs) Top Width {ft) Avg. Vel. {ft/s) Hydr. Depth (ft) Conv. {cfs) Wetted Per. (ft) Shear {lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA {acres) Elev Sta 278 1281 278 1325 Coeff Contr. . 3 Left OB 90 .00 296.19 194.99 68 .13 18.76 Elev 276 280 Expan. . 5 Channel 0 .040 50.00 336 .09 336.09 2301.00 40.00 6.85 8.40 48567.l 43.81 1. 08 7.36 21.74 2.18 Right OB 30.00 323.80 147.25 75.70 23 .11 Warning: The velocity head has changed by more than 0.5 ft {0.15 m). This may indicate the need for additional cross sections. CROSS SECTION RIVER : N.F. Lick Creek REACH: N.F. Main RS : 63870 INPUT Description: Station Elevation Data num= 15 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 970 284 1000 282 1150 280 1190 280 1225 278 1230 276 1231 274 1235 273.3 1238 274 1245 276 1255 278 1260 280 1380 280 1390 282 1400 284 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 970 .07 1225 .055 1255 .07 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 1225 1255 100 100 90 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev {ft) 282.62 Element Left OB Channel Right OB Vel Head {ft) 0.17 Wt . n-Val . 0.070 0.055 0.070 w.s. Elev (ft) 282.45 Reach Len. (ft) 100.00 100.00 90 .00 Cr it w.s . (ft} Flow Area (sq ft} 437.63 202.93 326.17 E.G. Slope (ft/ft) 0.002595 Area (sq ft) 437.63 202.93 326.17 Q Total (cfs) 23 01. 00 Flow (cfs) 722.78 952.04 626.18 Top Width (ft) 398.99 Top Width (ft} 231.74 30.00 137.25 Vel Total (ft/s} 2.38 Avg. Vel. (ft/s} 1. 65 4.69 1. 92 Max Chl Dpth (ft} 9.15 Hydr. Depth (ft} 1.89 6.76 2.38 Conv. Total (cfs} 45172.6 Conv. (cfs) 14189.5 18690.2 12293 .0 Length Wtd . (ft} 96.09 Wetted Per . (ft} 231. 83 32.24 137.87 Min Ch El (ft} 273.30 Shear (lb/sq ft} 0.31 1. 02 0.38 Alpha 1. 94 Stream Power (lb/ft s} 0.51 4.78 0.74 Frctn Loss (ft) 0.22 Cum Volume (acre-ft} 67.37 21. 43 75.48 C & E Loss (ft} 0.02 Cum SA (acres) 18 .32 2.14 23 .01 CROSS SECTION RIVER : N.F. Lick Creek REACH: N.F. Ma in RS: 63770 INPUT Description: Station Elevation Data num: 14 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 284 1030 282 1170 280 1190 278 1200 276 1205 274 1210 273.2 1215 274 1218 276 1220 278 1260 280 1500 280 1520 282 1600 284 Manning's n Values num: 3 Sta n Val Sta n Val Sta n Val 1000 .07 1190 .06 1220 .07 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr . Expan. 1190 1220 300 300 250 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft} 282 .38 Element Left OB Channel Right OB Vel Head (ft} 0 .11 Wt. n -Val. 0.070 0.060 0.070 w.s. Elev (ft} 282 .27 Reach Len. (ft} 300.00 300.00 250.00 Crit W.S . (ft} Flow Area (sq f t} 243.26 208.01 701. 53 E.G. Slope (ft/ft} 0 .002099 Area (sq ft} 243.26 208.01 701. 53 Q Total (cfs} 2301. 00 Flow (cfs) 307.53 819.57 1173.89 Top Width (ft} 504 .69 Top Width (ft} 164.01 30 .00 310.68 Vel Total (ft/s} 2 .00 Avg. Vel. (ft/s} 1. 26 3.94 1 .67 Max Chl Dpth (ft} 9 .07 Hydr. Depth (ft} 1.48 6 .93 2.26 Conv . Total (cfs} 50224.3 Conv. (cfs) 6712. 6 17888.9 25622 .B Length Wtd . (ft) 284 .41 Wetted Per . (ft} 164.13 32.14 310.83 Min Ch El (ft} 273 .20 Shear (lb/sq ft} 0.19 0 .85 0.30 Alpha 1. BO Stream Power (lb/ft s) 0.25 3 .34 0. 49 Frctn Loss (ft} 1. 28 Cum Volume (acre-ft) 66.59 20.96 74.42 C & E Loss (ft} 0 .06 Cum SA (acres} 17.87 2.07 22.55 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. CROSS SECTION RIVER : N.F. Lick Creek REACH: N.F . Ma in RS : 63470 INPUT Description: Station Elevation Data num: 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 281 1100 280 1260 279 1320 278 1340 276 1345 274 1350 272. B 1355 274 1360 276 1370 278 1410 280 1470 281 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .07 1340 .065 1360 .075 Bank Sta: Left Right Lengths : Left Channel Right Coef f Contr. Expan . 1340 1360 250 250 250 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 281. 04 Element Left OB Channel Right OB Vel Head (ft) 0.72 Wt. n-Val. 0.070 0.065 0.075 w.s. Elev (ft) 280.32 Reach Len. (ft} 250.00 250.00 250.00 Crit W.S. (ft) 280.32 Flow Area (sq ft) 313.26 122.50 89.41 E.G. Slope (ft/ft) 0.015563 Area (sq ft) 313. 26 122.50 89.41 Q Total (cfs) 2301. 00 Flow (cfs) 910. 11 1130 .10 260.80 Top Width (ft) 361. 99 Top Width (ft) 272 .49 20.00 69.50 Vel Total (ft/s) 4.38 Avg. Vel. (ft/s) 2.91 9.23 2.92 Max Chl Dpth (ft) 7 .52 Hydr. Depth (ft) 1.15 6.12 1. 29 Conv . To tal (cfs) 18444.8 Conv. (cfs) 7295 .4 9058 .8 2090.5 Length Wtd. (ft} 250.00 Wetted Per. (ft) 272 . 60 21.05 69.75 Min Ch El (ft) 272.80 Shear (lb/sq ft) 1.12 5.65 1. 25 Alpha 2.40 Stream Power (lb/ft s) 3.24 52.15 3.63 Frctn Loss (ft) 1.79 Cum Volume (acre-ft) 64.68 19.82 72.15 C & E Loss (ft) 0.16 Cum SA (acres) 16.37 1.89 21.45 Warning : The energy equation could not be balanced within the specified number of iterations. The program selected the water surface that had the least amount of error between computed and assumed values. 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. CROSS SECTION RIVER: N.F. REACH : N.F. Main INPUT Description: Station Elevation Data Sta Elev 1000 281.4 1140 272.4 1450 280.5 Manning's n Values Sta n Val 1000 .07 Sta 1040 1150 Sta 1120 Bank Sta: Left Right 1120 1160 CROSS SECTION OUTPUT E.G . Elev (ft} Vel Head (ft} w.s . Elev (ft) Crit W.S. (ft} E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) RS: 63220 num= Elev 280 273 num= n Val .065 Lengths : Profile #PF 278 .81 0.19 278.62 0 . 004114 2301.00 271. 57 2.96 6.22 Lick 11 Sta 1100 1160 3 Sta 1160 Left 499 1 Creek Elev 278 274 n Val .075 Channel 499 Element Wt . n-Val. Reach Len. Flow Area Sta 1120 1350 Right 499 (ft} (sq ft} Area (sq ft} Flow (cfs} Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft} Elev Sta Elev 274 1130 273 278 1360 280 Coef f Contr. Expan . .1 . 3 Left OB Channel Right OB 0.070 0.065 0.075 499.00 499 .00 499.00 58.03 220.66 498.06 58.03 220 .66 498.06 103 .15 1007.82 1190. 03 38.49 40.00 193.08 1.78 4 .57 2.39 1. 51 5.52 2.58 Conv. Total (cfs) 35874 .5 Conv. (cfs) 1608 .2 15712 .8 18553.6 Length Wtd. (ft) 499 .00 Wetted Per. (ft) 38 .90 40 .14 193.19 Min Ch El (ft) 272 .40 Shear (lb/sq ft) 0 .38 1 . 41 0.66 Alpha 1. 39 Stream Power (lb/ft s) 0 .68 6.45 1. 58 Frctn Loss (ft) 2.02 Cum Volume (acre-ft) 63 .61 18.84 70.46 C & E Loss (ft) 0.00 Cum SA (acres) 15.47 1 . 72 20 .70 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. CROSS SECTION RIVER : N.F. Lick Creek REACH : N.F . Main INPUT Description: Station Elevation Data Sta Elev Sta 1000 280 1030 1090 270 1100 1410 276 1550 Manning's n Values Sta n Val Sta 1000 .07 1075 Bank Sta: Left 1075 Right 1110 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) RS : 62721 num= 13 Elev Sta Elev Sta 278 1050 276 1070 268.5 1105 270 1110 276 1860 278 num= 3 n Val Sta n Val .065 1110 .075 Lengths: Left Channel Right 1 Profile #PF 1 276 .79 0 .19 276 .60 0.003980 2301. 00 598.20 2 .29 8 .10 36474.0 1. 00 268.50 2.36 0.00 0.04 1 1 Element Wt . n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg . Vel. (ft/s) Hydr. Depth (ft) Conv . (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) CROSS SECTION REACH: N.F. Main RIVER: N.F. Lick Creek RS: 62720 INPUT Description: x -section from 1987 Station Elevation Data num= FEMA Study 13 Elev Sta 274 1075 272 1180 Coeff Contr. .1 Left OB 0.070 1. 00 51. 65 51.65 96.24 30.95 1. 86 1.67 1525.6 31. 47 0.41 0.76 62.98 15.08 Sta Elev Sta Elev 1000 284 1100 281 .8 1347 1700 268 .5 274 .4 1354 1800 274 275 .3 Sta 1200 1400 1900 Elev 279 .7 274 .4 280 Sta 1300 1500 Elev 274.2 274.3 Sta 1339 1600 Manning's n Values Sta n Val 1000 .07 Sta 1339 Bank Sta: Left 1339 Right 1354 CROSS SECTION OUTPUT E .G. Elev (ft) Vel Head (ft) W.S. Elev (ft) num= n Val .065 3 Sta 1354 n Val .075 Lengths: Left Channel Right 575 650 760 Profile #PF 1 276.75 0.07 276 .68 Element Wt . n-Val. Reach Len. (ft) Coeff Contr. .1 Left OB 0 .070 650.00 El ev 272 274 Expan . . 3 Channel 0.065 1. 00 222.08 222.08 1080 .28 35 .00 4.86 6.35 17123.9 35 .85 1. 54 7.49 16 .30 1 . 29 Elev 272 .8 274.9 Expan. . 3 Channel 0 .065 760 .00 Right OB 0.075 1. 00 729.30 729.30 1124.48 532.24 1. 54 1. 37 17824.5 532.28 0.34 0.52 63.43 16.55 Right OB 0.075 575.00 Crit W.S . (ft} Flow Area (sq ft} 179.91 86 .25 961 .19 E.G. Slope (ft/ft} 0.002946 Area (sq ft} 179 .91 86 .25 961 .19 Q Total (cfs} 2301 .00 Flow (cfs} 343.93 304 .32 1652 .75 Top Width (ft} 574.44 Top Width (ft) 84.08 15 .00 475.36 Vel Total (ft/s) 1.87 Avg . Vel. (ft/s) 1. 91 3.53 1. 72 Max Chl Dpth (ft} 8.18 Hydr . Depth (ft) 2 .14 5.75 2 .02 Conv . Total (cfs) 42392.7 Conv. (cfs) 6336.4 5606.7 30449 .6 Length Wtd. (ft) 630 .04 Wetted Per. (ft) 84 .18 17.98 475 .40 Min Ch El (ft} 268.50 Shear (lb/sq ft) 0.39 0.88 0.37 Alpha 1. 23 Stream Power (lb/ft s) 0.75 3 .11 0.64 Frctn Loss (ft) 2 .45 Cum Volume (acre-ft} 62 .98 16 .30 63 .41 C & E Loss (ft) 0 .01 Cum SA (acres) 15.07 1.29 16 .53 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. CROSS SECTION RIVER : N.F. Lick Creek REACH : N.F. Main RS : 61960 INPUT Description: Station Elevation Data num= 38 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 725 282 781 281. 3 850 280.4 938 279 .6 973 279.l 1007 278.8 1069 277.4 1132 277 .2 1195 276.8 1221 276.9 1257 276 .9 1320 276 1382 275 .1 1445 274 1470 273.l 1508 272 1531 270 .5 1567 269.8 1571 266.7 1576 265.3 1577 266 .l 1585 270 .8 1625 270.7 1631 270.1 1632 270.2 1645 271. l 1667 271 .3 1681 271.4 1712 272.7 1736 272.9 1763 273 .1 1839 273.8 1860 273.9 1943 274.2 1957 274.4 2046 275 .l 2053 275 .3 2150 278.7 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 725 .07 1567 .065 1585 .075 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan . 1567 1585 650 760 575 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft} 274.29 Element Left OB Channel Right OB Vel Head (ft} 0 .18 Wt . n-Val . 0 .070 0 .065 0.075 w.s . Elev (ft) 274 .11 Reach Len. (ft) 650 .00 760 .00 575.00 Crit W.S. (ft} Flow Area (sq ft) 282.02 117. 69 495.38 E.G. Slope (ft/ft} 0.005358 Area (sq ft) 282.02 117. 69 495.38 Q Total (cf s) 2301. 00 Flow (cfs} 740.36 625.04 935 .60 Top Width (ft} 479.53 Top Width (ft} 128.32 18.00 333.20 Vel Total (ft/s) 2.57 Avg. Vel. (ft/s} 2 .63 5.31 1. 89 Max Chl Dpth (ft} 8.81 Hydr. Depth (ft) 2 .20 6 .54 1.49 Conv. Total (cfs} 31436 .0 Conv. (cfs} 10114. 7 8539.2 12782.1 Length Wtd. (ft} 646 .37 Wetted Per. (ft) 128 .41 20 .81 333.30 Min Ch El (ft) 265.30 Shear (lb/sq ft) 0 .73 1. 89 0.50 Alpha 1. 71 Stream Power (lb/ft s ) 1. 93 10.05 0.94 Frctn Loss (ft} 1.15 Cum Volume (acre-ft ) 59.53 14.52 53.80 C & E Loss (ft} 0.04 Cum SA (acres) 13.49 1. 00 11.20 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 . CROSS SECTION REACH: N.F. Main RIVER: N.F. Lick Creek RS: 61200 INPUT Description: Station Elevation Data num= Sta Elev Sta Elev 30 Sta Elev Sta Elev Sta Elev 450 1000 1500 1799 1863 2000 280 273.9 274 262 .8 265.9 271. 8 Manning's n Values Sta n Val 450 .07 540 1100 1600 1804 1878 2100 279 273.9 273.2 262 267.9 272 .9 num= Sta n Val 1794 .065 630 1200 1700 1806 1900 2200 3 Sta 1815 278 273.7 270.3 262.6 268.2 274.2 n Val .075 790 1300 1738 1815 1915 2300 Bank Sta: Left 1794 Right 1815 Lengths: Left Channel Right CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S . (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) 1050 1300 1083.3 Profile #PF 1 273.09 0.04 273.05 0.000884 2301. 00 506.06 1.42 11. 05 77392.6 1118. 09 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) 277 274 267.6 267.5 268.4 275 900 1400 1794 1857 1947 2400 Coeff Contr. .1 Left OB 0.070 1050 .00 613.27 613. 27 848.70 188.73 Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 262.00 1.41 0.70 0 .01 Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) 1.38 3 .25 28545.5 188 .87 0.18 0.25 52.85 11.12 CROSS SECTION REACH: N.F. Main RIVER: N.F. Lick Creek RS: 59900 INPUT Description: Station Elevation Sta Elev 542 277.3 920 274 .1 1227 1501 1770 1783 1856 1979 2194 271 .7 271.6 265 .2 261.l 266.6 270.6 274 .2 Manning's n Values Sta n Val 542 .07 Data Sta 624 953 1296 1593 1774 1792 1878 2004 2282 num= Elev 276.3 273.8 272.4 270.9 261. 6 265.5 266.8 271 275.2 num= Sta n Val 1 770 . 065 44 Sta 724 1044 1319 1676 1775 1833 1893 2080 2289 3 Sta 1792 Elev 275.4 272 272 .6 268.6 260 .7 265 .8 267 272 .4 275.4 n Val .07 Sta 731 1109 1410 1684 1780 1834 1919 2099 2383 Bank Sta : Left 1770 Right 1792 Lengths: Left Channel Right 1083.3 CROSS SECTION OUTPUT E.G . Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) 1050 1300 Profile #PF 1 272.38 0.03 272. 36 0. 000471 2301. 00 968.60 1. 02 12 .46 106031.0 1300.00 259.90 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Elev 275.3 271. 9 272.2 268.4 259.9 265.8 268.2 272. 7 277.7 Sta 852 1136 1487 1719 1782 1840 1925 2181 Coeff Contr. .1 Left OB 0.070 1300.00 1031.29 1031.29 770 .59 661 .01 0.75 1.56 35508.9 661.14 0.05 276 274.5 266.8 267 271.1 277.4 Expan. .3 Channel 0.065 1300. 00 187.94 187.94 506.52 21.00 2.70 8 .95 17036.5 23.80 0.44 1.17 11. 85 0 .66 Elev 274.6 271. 9 271. 7 266 260.6 264.9 269.5 274.l Expan. . 3 Channel 0.065 1300.00 224.52 224.52 480 .67 22.00 2.14 10.21 22149 .6 25 .05 0.26 Right OB 0.075 1083.30 817 .16 817 .16 945.78 296.33 1.16 2.76 31810.6 296 .69 0.15 0.18 45.14 7.04 Right OB 0.070 1300 .00 993.42 993 .42 1049.74 285.59 1. 06 3.48 48372.5 285.95 0.10 Alpha Frctn Loss (ft) C & E Loss (ft) l.S8 1.18 0.01 Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Warning: Divided flow computed for this cross-section. 0.03 26 .89 O.S6 S .2S 0.11 22.38 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. CROSS SECTION REACH : AlexBranch RIVER: S .F . LICK CREEK RS: 8867. INPUT Description: us2 of potomic dr culvert Station Elevation Data Sta Elev Sta 1000 291.S 1130 1188 288 121S Manning's n Values Sta n Val Sta 1000 .1 11S8 Bank Sta : Left 11S8 Right 121S CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) num= 8 Elev Sta Elev Sta 290 11S8 288 1162 290 12SO 292 num= 3 n Val Sta n Val .OS 121S .1 Lengths: Left Channel Right 22 Profile #PF 1 288.67 0 .23 288.44 0.006S32 292 .00 42.04 3 .80 3.44 3612.9 22.00 28S .OO 1.03 0.16 0.01 22 22 Element Wt . n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per . (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) CROSS SECTION REACH: AlexBranch RIVER: S .F. LICK CREEK RS: 884S . INPUT Description: us of potomic dr culvert Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta 1000 291.S 1130 290 11S8 288 1162 1188 288 121S 290 12SO 292 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .1 11S8 .OS 121S .1 Bank Sta: Left Right Lengths: Left Channel Right 11S8 121S 6S 79 110 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 288.SO Element Vel Head (ft) 0 .29 Wt . n-Val. w.s. Elev (ft) 288.21 Reach Len. (ft) Crit W.S . (ft) Flow Area (sq ft) E.G. Slope (ft/ft) 0.008394 Area (sq ft) Q Total (cfs) 292.00 Flow (cfs) Top Width (ft) 3S.82 Top Width (ft) Elev Sta 286 1180 Coeff Contr. .1 Left OB 0.100 22.00 1. 34 1. 34 O.S8 6.13 0.44 0.22 7 .2 6.14 0.09 0.04 4.88 0 .87 Elev Sta 286 1180 Coeff Contr. .1 Left OB 0.100 6S .OO 0.31 0.31 0 .10 2.96 Elev 28S Expan . . 3 Channel o.oso 22.00 7S.42 7S.42 291.42 3S .91 3 .86 2.10 360S .7 36.97 0.83 3.21 4.23 0.81 Elev 28S Expan. . 3 Channel o.oso 79.00 67.6S 67.6S 291.90 32.86 Right OB 22.00 0.19 0 .16 Right OB 110. 00 Vel Total (ft/s) 4 .30 Avg. Vel. (ft/s) 0 .30 4.31 Max Chl Dpth (ft) 3 .21 Hydr. Depth (ft) 0 .11 2.06 Conv. Total (cfs) 3187 .2 Conv. (cfs) 1 .0 3186.1 Length Wtd . (ft) 79 .00 Wetted Per. (ft) 2.97 33.91 Min Ch El (ft) 285 .00 Shear (lb/sq ft) 0.06 1. 05 Alpha 1. 01 Stream Power (lb/ft s) 0 .02 4 .51 Frctn Loss (ft) 0 .25 Cum Volume (acre-ft) 4 .88 4.20 0.19 C & E Loss (ft) 0.06 Cum SA (acres) 0 .86 0 .79 0 .16 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. CROSS SECTION REACH : AlexBranch RIVER: S.F. LICK CREEK RS: 8766 . INPUT Description: ds of potomic culvert Station Elevation Data num= Sta Elev Sta Elev 1000 291 .5 1120 290 1270 290 Manning's n Values Sta n Val 1000 .1 1315 Sta 1160 Bank Sta: Left 1160 Right 1210 CROSS SECTION OUTPUT E .G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E .G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 292 num= n Val .05 Lengths: Profile #PF 288.19 0.08 288 .11 0.001615 292 .00 55 .64 2.23 5 .11 7266.4 22.00 283.00 1. 00 0 .04 0.00 CROSS SECTION REACH: AlexBranch RIVER: S.F . RS : 8744. INPUT 7 Sta 1160 3 Sta 1210 Elev 288 n Val .1 Left Channel 20 22 1 Element Wt. n-Val. Reach Len. Flow Area Sta 1180 Right 20 (ft) (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft Cum Volume (acre-ft) Cum SA (acres) LICK CREEK Description: ds 2 of potomic culvert Station Elevation Data num= 7 Sta Elev Sta Elev Sta Elev Sta 1000 291. 5 1120 290 1160 288 1180 1270 290 1315 292 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .1 1160 .05 1210 .1 Bank Sta: Left Right Lengths: Left Channel Right 1160 1210 150 208 180 CROSS SECTION OUTPUT Profile #PF 1 E .G. Elev (ft) 288.15 Element Vel Head (ft) 0.08 Wt . n-Val. w.s. Elev (ft) 288.07 Reach Len. (ft) s) Elev 283 Coe ff Sta 1210 Contr . .1 Left OB 0 .100 20.00 0.13 0.13 0 .01 2.26 0.09 0 .06 0 .3 2 .26 0 .01 0.00 4.88 0.86 Elev Sta 283 1210 Coeff Contr. .1 Left OB 0.100 150.00 Elev 288 Expan. . 3 Channel 0 .050 22.00 130.64 130.64 291.97 50.00 2.23 2.61 7265. 7 51. 03 0.26 0.58 4.02 0 .72 Elev 288 Expan. . 3 Channel 0 .050 208 .00 Right OB 0.100 20.00 0 .19 0.19 0 .02 3 .38 0.09 0.06 0.4 3.39 0.01 0 .00 0.19 0 .16 Right OB 0.100 180 .00 Crit w.s. (ft) Flow Area (sq ft) 0.05 128.69 0.08 E.G. Slope (ft/ft) 0.001698 Area (sq ft) 0.05 128.69 0.08 Q Total (cfs) 292.00 Flow (cfs) 0 .00 291.99 0.01 Top Width (ft) 53.69 Top Width (ft) 1. 48 50 .00 2 .21 Vel Total (ft/s) 2.27 Avg. Vel . (ft/s) 0.07 2 . 27 0 .07 Max Chl Dpth (ft) 5.07 Hydr. Depth (ft) 0.04 2.57 0.04 Conv. Total (cfs) 7085.9 Conv. (cfs) 0.1 7085 .7 0 .1 Length Wtd. (ft) 207.87 Wetted Per. (ft) 1.48 51.03 2.21 Min Ch El (ft) 283.00 Shear (lb/sq ft) 0 .00 0.27 0 .00 Alpha 1. 00 Stream Power (lb/ft s) 0.00 0.61 0.00 Frctn Loss (ft) 0.13 Cum Volume (acre-ft) 4.88 3.95 0 .19 C & E Loss (ft) 0 .02 Cum SA (acres) 0 .86 0.69 0.15 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. CROSS SECTION REACH: AlexBranch RIVER: S.F. LICK CREEK RS: 8536. INPUT Description: Station Elevation Data num= 7 Sta Elev Sta Elev Sta Elev Sta 1000 291 1118 290 1190 288 1220 1280286.4562 1315 290 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .1 1190 .05 1280 .1 Bank Sta : Left Right Lengths: Left Channel Right 1190 1280 190 259 208 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 288 .00 Element Vel Head (ft) 0.02 Wt . n-Val . w.s. Elev (ft) 287.98 Reach Len. (ft) Crit W.S. (ft) Flow Area (sq ft) E.G. Slope (ft/ft) 0 .000339 Area (sq ft) Q Total (cfs) 292.00 Flow (cfs) Top Width (ft) 104 .80 Top Width (ft) Vel Total (ft/s) 1. 07 Avg. Vel . (ft/s) Max Chl Dpth (ft) 6.08 Hydr. Depth (ft) Conv. Total (cfs) 15859 .6 Conv. (cfs) Length Wtd . (ft) 256.92 Wetted Per. (ft) Min Ch El (ft) 281.90 Shear (lb/sq ft) Alpha 1. 06 Stream Power (lb/ft Frctn Loss (ft) 0.04 Cum Volume (acre-ft) C & E Loss (ft) 0.00 Cum SA (acres) Elev Sta Elev 286 1235 281 .9 Coef f Contr. Expan . .1 . 3 Left OB Channel Right OB 0.050 0.100 190 .00 259.00 208.00 261.11 11.49 261 .11 11.49 289.38 2.62 89.73 15.07 1.11 0.23 2.91 0.76 15717.5 142.l 90.57 15.15 0.06 0 .02 s) 0.07 0 .00 4.88 3.02 0.17 0 .86 0.36 0.12 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 . CROSS SECTION REACH: AlexBranch INPUT Description: Station Elevation Sta Elev 1070 289.5 1295 288 Manning's n Values Sta n Val 1070 .1 RIVER : S.F. LICK CREEK RS: 8277 . Data Sta 1165 1370 Sta 1211 num= Elev 288 290 num= n Val .05 7 Sta 1195 3 Sta 1295 Elev 286 n Val .1 Bank Sta: Left Right Lengths : Left Channel Sta 1211 Right Elev 284 Coe ff Sta 1245 Contr. Elev 281 Expan. 1211 1295 0 0 0 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 287.96 Element Left OB Channel Right OB Vel Head (ft) 0.01 Wt. n-Val . 0.100 0.050 w.s. Elev (ft) 287.95 Reach Len . (ft) 361.00 361.00 361. 00 Crit W.S. (ft) Flow Area (sq ft) 75.55 357 .49 E .G. Slope (ft/ft) 0.000098 Area (sq ft) 75.55 357 .49 Q Total (cfs) 292.00 Flow (cfs) 15.65 276.35 Top Width (ft) 128.81 Top Width (ft) 45.19 83 .62 Vel Total (ft/s) 0.67 Avg. Vel. (ft/s) 0.21 0 .77 Max Chl Dpth (ft) 6.95 Hydr. Depth (ft) 1. 67 4.28 Conv. Total (cfs) 29426.5 Conv. (cfs) 1576.8 27849.7 Length Wtd. (ft) 361. 00 Wetted Per. (ft) 45.38 84 .23 Min Ch El (ft) 281. 00 Shear (lb/sq ft) 0.01 0.03 Alpha 1.25 Stream Power (lb/ft s) 0.00 0.02 Frctn Loss (ft) 0 .15 Cum Volume (acre-ft) 2.54 1. 79 0.06 C & E Loss (ft) 0 .00 Cum SA (acres) 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 . CROSS SECTION REACH: westfield RIVER: S.F. LICK CREEK RS: 11228. INPUT Description: ADD X-SECTION UPSTREAM ON CARROL TRACT Station Elevation Data Sta Elev Sta 1000 300 1035 1200 294 Manning's n Values Sta n Val 1000 .08 1240 Sta 1170 Bank Sta: Left 1170 Right 1200 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S . Elev (ft) Crit W.S . (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft) num= Elev 298 296 num= n Val .05 9 Sta 1097 1280 3 Sta 1200 Elev 296 298 n Val .08 Sta 1170 1425 Lengths: Left Channel Right 280 250 215 Profile #PF 1 297.79 0.26 297.53 0 .004330 1352.00 221.19 2.80 5.53 20546.1 225.61 292.00 2.12 1. 33 0.02 Element Wt. n -Val. Reach Len . (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg . Vel. (ft/s) Hydr . Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Elev 294 300 Sta 1180 Coeff Contr. .1 Left OB 0.080 250.00 221.35 221. 35 405.59 120.53 1. 83 1. 84 6163 .7 120.58 0.50 0.91 14.58 5.45 Elev 292 Expan. . 3 Channel 0.050 215.00 135.99 135.99 723. 64 30.00 5.32 4 .53 10997.0 30.30 1. 21 6.46 15. 71 2.84 Right OB 0.080 280.00 124 .83 124 .83 222.77 70.66 1.78 1.77 3385.3 70.75 0.48 0.85 8.41 4 .10 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 prev ious cross section. This may indicate the need for additional cross sections. CROSS SECTION RIVER: S.F. LICK CREEK REACH : west field RS : 10978 . INPUT Description: Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta 670 300 86S 298 940 296 970 99S 290 1008 290 1010 292 1020 1160 298 1270 300 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 670 .OB 940 .OS 102S .OB Bank Sta: Left Right Lengths: Left Channel Right 940 102S 200 220 220 CROSS SECTION OUTPUT Profile #PF 1 E .G. Elev (ft) 296 .44 Element Vel Head (ft) 0 .47 Wt . n-Val . w.s. Elev (ft) 29S . 96 Reach Len. (ft) Crit W.S. (ft) Flow Area (sq ft) E.G. Slope (ft/ft) O.OOBS78 Area (sq ft) Q Total (cfs) 13S2.00 Flow (cfs) Top Width (ft) B4 .34 Top Width (ft) Vel Total (ft/s) S.S2 Avg. Vel. (ft/s) Max Chl Dpth (ft) S.96 Hydr. Depth (ft) Conv. Total (cfs} 14S98.0 Conv. (cfs) Length Wtd. (ft) 218 .80 Wetted Per. (ft) Min Ch El (ft) 290 .00 Shear (lb/sq ft) Alpha 1. 00 Stream Power (lb/ft Frctn Loss (ft) 1. S7 Cum Volume (acre-ft) C & E Loss (ft) 0.01 Cum SA (acres) Elev Sta 294 98S 294 102S Coef f Contr. .1 Left OB 200.00 s) 13 . 94 S.10 Elev 292 296 Expan. . 3 Channel o.oso 220 .00 244 .B2 244.B2 13S2 .00 84.34 S.S2 2 .90 14S9B.O 86.14 l.S2 B.40 14.77 2.SS Right OB 220.00 8.01 3.88 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. CROSS SECTION RIVER: S .F . LICK CREEK REACH: west field RS : 107SB. INPUT Description: Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 760 29B B90 296 910 294 97S 292 990 290 1000 288 lOOS 290 102S 292 1040 294 1100 296 1220 29B Manning 's n Values num= 3 Sta n Val Sta n Val Sta n Val 760 .OB 97S .OS 102S .OB Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 97S 102S lSS 130 100 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 294 .B6 Element Left OB Channel Right OB Vel Head (ft) 0.4S Wt . n-Val. O.OBO o.oso 0.080 w.s. Elev (ft) 294.41 Reach Len. (ft) lSS .00 130 .00 100.00 Crit W.S. (ft) Flow Area (sq ft) 92 .71 200 .66 23 .76 E.G. Slope (ft/ft) 0 .006043 Area (sq ft) 92. 71 200 .66 23.76 Q Total (cfs) 13S2.00 Flow (cfs) 162.73 11S8 .18 31. 09 Top Width (ft) 146.S3 Top Width (ft) 69 .13 S0 .00 27 .40 Vel Total (ft/s) 4 .26 Avg. Vel. (ft/s) 1. 76 S.77 1.31 Max Chl Dpth (ft) 6.41 Hydr. Depth (ft) 1.34 4.01 0.87 Conv. Total (cfs) 17391.4 Conv. (cfs) 2093.2 14898.2 400.0 Length Wtd . (ft) 128.17 Wetted Per. (ft) 69.18 S0.82 27.S4 Min Ch El (ft) 288.00 Shear (lb/sq ft) O.Sl 1. 49 0.33 Alpha l.S9 Stream Power (lb/ft s) 0.89 8 .60 0.43 Frctn Loss (ft) 0.39 Cum Volume (acre-ft) 13 .73 13. 6S 7.9S C & E Loss (ft) 0.08 Cum SA (acres) 4.94 2 .21 3 .81 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. CROSS SECTION RIVER: S .F. LICK CREEK REACH: west field RS: 10628 . INPUT Description: Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 790 297 .4 86S 296 940 294 960 292 968 290 990 288 1010 288 1012 290 1070 292 109S 294 llSO 296 1340 298 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 790 .08 968 .OS 1012 .08 Bank Sta: Left Right Lengths : Left Channel Right Coef f Contr. Expan . 968 1012 80 110 120 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E .G. Elev (ft) 294.39 Element Left OB Channel Right OB Vel Head (ft) 0.19 Wt. n-Val. 0.080 o.oso 0.080 W.S. Elev (ft) 294.21 Reach Len. (ft) 80.00 110. 00 120.00 Crit W.S . (ft) Flow Area (sq ft) S0.60 249 .11 216.77 E.G. Slope (ft/ft) 0.001822 Area (sq ft) S0 .60 249 .11 216.77 Q Total (cfs) 13S2.00 Flow (cfs) S0 .24 990.17 311. S9 Top Width (ft) 168.46 Top Width (ft) 3S .76 44.00 88.69 Vel Total (ft/s) 2.62 Avg. Vel. (ft/s) 0.99 3 .97 1.44 Max Chl Dpth (ft) 6 .21 Hydr. Depth (ft) 1.41 S .66 2.44 Conv. Total (cfs) 31670.6 Conv. (cfs) 1176. 9 23194.6 7299.1 Length Wtd. (ft) 106.06 Wetted Per. (ft) 36 .11 44.92 88 .81 Min Ch El (ft) 288 .00 Shear (lb/sq ft) 0 .16 0.63 0.28 Alpha 1. 76 Stream Power (lb/ft s) 0 .16 2.Sl 0 .40 Frctn Loss (ft) 0.24 Cum Volume (acre-ft) 13 .47 12 .97 7.68 C & E Loss (ft) 0.01 Cum SA (acres) 4.76 2.07 3.67 CROSS SECTION RIVER: S .F . LICK CREEK REACH: west field RS: 10Sl8. INPUT Description: Station Elevation Data num= 9 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 848 294 91S 292 990 290 99S 286 1002 286 1010 288 lOlS 290 102S 292 103S 294 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 848 .08 990 .OS lOlS .08 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan . 990 lOlS lSO 180 140 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E .G. Elev (ft) 294 .14 Element Left OB Channel Right OB Vel Head (ft) 0 .30 Wt . n-Val. 0.080 o.oso 0.080 w.s. Elev (ft) 293 .8S Reach Len. (ft) lS0.00 180.00 140 .00 Crit W.S. (ft) Flow Area (sq ft) 270.66 163.17 37.00 E.G. Slope (ft/ft} 0.002915 Area (sq ft) 270.66 163.17 37.00 Q Total (cfs) 1352.00 Flow (cfs) 427.48 867.89 56.64 Top Width (ft) 181.11 Top Width (ft) 136. 87 25.00 19.23 Vel Total (ft/s) 2.87 Avg. Vel. (ft/s) 1. 58 5.32 1. 53 Max Chl Dpth (ft) 7 .85 Hydr. Depth (ft) 1.98 6.53 1. 92 Conv. Total (cfs) 25042.3 Conv. (cfs) 7917.9 16075.4 1049.0 Length Wtd. (ft) 168.37 Wetted Per. (ft) 136.93 27.03 19.62 Min Ch El (ft) 286.00 Shear (lb/sq ft) 0.36 1.10 0.34 Alpha 2.31 Stream Power (lb/ft s) 0.57 5.84 0.53 Fr ctn Loss (ft) 0.56 Cum Volume (acre-ft) 13.18 12.45 7 .33 C & E Loss (ft) 0.00 Cum SA (acres) 4.60 1.99 3.52 CROSS SECTION RIVER: S.F. LICK CREEK REACH: westfield RS: 10338. INPUT Description: Station Elevation Data num= 10 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 800 294 888 292 985 290 990 288 995 286 1003 286 1010 290 1035 292 1050 294 1320 296 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 800 .08 985 .05 1010 .08 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 985 1010 140 130 110 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 293.58 Element Left OB Channel Right OB Vel Head (ft) 0.33 Wt. n-Val. 0.080 0.050 0.080 w.s. Elev (ft) 293.25 Reach Len. (ft) 140.00 130.00 110. 00 Crit W.S. (ft) Flow Area (sq ft) 252.90 147.30 62.17 E.G. Slope (ft/ft) 0.003803 Area (sq ft) 252.90 147.30 62.17 Q Total (cfs) 1352. 00 Flow (cfs) 406.56 840.08 105.36 Top Width (ft) 211.47 Top Width (ft) 152.08 25.00 34.39 Vel Total (ft/s} 2.92 Avg. Vel. (ft/s) 1. 61 5.70 1. 69 Max Chl Dpth (ft) 7.25 Hydr. Depth (ft) 1. 66 5.89 1. 81 Conv. Total (cfs ) 21922.3 Conv. (cfs) 6592.3 13621. 7 1708.4 Length Wtd. (ft) 129.81 Wetted Per. (ft) 152 .11 26.83 34.55 Min Ch El (ft) 286.00 Shear (lb/sq ft) 0.39 1.30 0.43 Alpha 2.48 Stream Power (lb/ft s) 0.63 7.43 0.72 Fr ctn Loss (ft) 0.80 Cum Volume (acre-ft) 12.28 11. 81 7.17 C & E Loss (ft) 0.07 Cum SA (acres) 4.10 1.88 3.44 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. CROSS SECTION REACH: westfield INPUT Description: Station Elevation Sta Elev 890 294 1005 286 1290 296 Manning's n Values Sta n Val 890 .08 RIVER: S.F. LICK RS: 10208. Data num= Sta Elev 940 292 1010 288 num= Sta n Val 990 . 05 11 Sta 975 1030 3 Sta 1010 CREEK Elev 290 290 n Val .08 Sta 990 1055 Elev Sta Elev 288 995 286 292 1150 294 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan . 990 1010 so 70 lOS .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E .G. Elev (ft) 292 . 71 Element Left OB Channel Right OB Vel Head (ft ) 1.02 Wt . n-Val . 0.080 o.oso 0.080 w.s . Elev (ft) 291. 70 Reach Len. (ft) SO .OD 70 .00 lOS .00 Crit W.S . (ft) Flow Area (sq ft) 6S.69 103 .96 71. 97 E.G. Slope (ft/ft ) 0 . 011614 Area (sq ft) 6S .69 103 .96 71.97 Q Total (cfs) 13S2 . 00 Flow (cfs) 169.48 974 .19 208.33 Top Width (ft) lOS .94 Top Width (ft) 44.71 20.00 41. 22 Vel Total (ft/s) S.60 Avg. Vel. (ft/s) 2.S8 9 .37 2.89 Max Chl Dpth (ft) S .70 Hydr. Depth (ft) 1. 47 S .20 1. 7S Conv. Total (cfs ) 12S4S.4 Conv. (cfs) 1S72 .6 9039 .7 1933.1 Length Wtd . (ft) 71 .2S Wetted Per. (ft) 44.89 20 .77 41. 39 Min Ch El (ft) 286.00 Shear (lb/sq ft) 1. 06 3 .63 1 .26 Alpha 2.09 Stream Power (lb/ft s) 2.74 34 .01 3.6S Fr ctn Loss (ft) 0 .14 Cum Volume (acre-ft) 11. 77 11.44 7 .00 C & E Loss (ft) 0 .28 Cum SA (acres) 3.78 1. 82 3.34 Warning: The velocity head has changed by more than O.S ft (0 .15 m). This may indicate the need for additi onal 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 . CROSS SECTION RIVER : S.F. LICK CREEK REACH : west field RS : 10138 . INPUT Description : Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 850 294 90S 292 938 290 960 288 99S 286 lOOS 286 lOSO 288 1060 290 1080 292 12SO 294 133S 296 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 8SO .08 960 .OS 1050 .08 Bank Sta : Left Right Lengths: Left Channel Right Coeff Contr. Expan. 960 lOSO 60 80 60 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E .G. Elev (ft) 292 .29 Element Left OB Channel Right OB Vel Head (ft) 0 .09 Wt . n-Val. 0 .080 o.oso 0.080 w.s . Elev (ft) 292.20 Reach Len. (ft) 60.00 80 .00 60.00 Crit W.S. (ft ) Flow Area (sq ft) 110 . 30 477.62 S7 .SO E .G. Slope (ft/ft) 0.000812 Area (sq ft) 110 . 30 477.62 S7.SO Q Total (cfs) 13S2.00 Flow (cfs) 87 .11 1230.04 34.8S Top Width (ft) 197.03 Top Width (ft) 60.39 90.00 46 .6S Vel Total (ft/s) 2.09 Avg. Vel. (ft/s) 0.79 2.S8 0 .61 Max Chl Dpth (ft) 6.20 Hydr. Depth (ft) 1. 83 S.31 1.23 Conv. Total (cfs) 47432.2 Conv. (cfs) 3056.0 431S3.4 1222 .8 Length Wtd. (ft) 7S .91 Wetted Per . (ft) 60.S4 90.10 46 . 94 Min Ch El (ft ) 286 .00 Shear (lb/sq ft) 0.09 0.27 0 .06 Alpha 1.39 Stream Power (lb/ft s) 0 .07 0.69 0 .04 Frctn Loss (ft) O.lS Cum Volume (acre-ft) 11. 66 10.97 6 .84 C & E Loss (ft) 0 .11 Cum SA (acres) 3 .72 1. 73 3.24 Warning: The velocity head has changed by more than O.S ft (O.lS 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. CROSS SECTION RIVER: S .F. LICK CREEK REACH: west field RS : lOOSB . INPUT Description: Station Elevation Data num= lS Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 7SO 294 BSS 292 920 290 990 2BB 994 2B6 99B 2B4 lOOS 2B4 lOOB 2B6 1010 290 1020 292 104S 293.S 1070 292 llSO 292 1240 294 1340 296 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 7SO .OB 994 .OS lOOB .OB Bank Sta: Left Right Lengths : Left Channel Right Coef f Contr. Expan. 994 lOOB 40 40 40 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 292.03 Element Left OB Channel Right OB Vel Head (ft) 1 .16 Wt. n-Val . O.OBO o.oso O.OBO W.S. Elev (ft) 290.B7 Reach Len. (ft) 40.00 40.00 40.00 Crit W.S . (ft) 290.B7 Flow Area (sq ft) lSB.23 B9.12 7 .60 E.G. Slope (ft/ft) 0. 011320 Area (sq ft) lSB .23 B9.12 7 .60 Q Total (cfs) 13S2.00 Flow (cfs) 417.2B 921.17 13. 55 Top Width (ft) 122 .46 Top Width (ft) 102.13 14 .00 6.33 Vel Total (ft/s) 5.30 Avg. Vel. (ft/s) 2 .64 10.34 l.7B Max Chl Dpth (ft) 6 .B7 Hydr. Depth (ft) 1. SS 6.37 1. 20 Conv. Total (cfs) 12707.3 Conv. (cfs) 3922.0 B6SB .O 127.3 Length Wtd. (ft) 40.00 Wetted Per . (ft) 102.6S lS.OB B.B9 Min Ch El (ft) 2B4.00 Shear (lb/sq ft) 1. 09 4 .lB 0.60 Alpha 2.67 Stream Power (lb/ft s) 2.B7 43.lB 1. OB Frctn Loss (ft) 0.20 Cum Volume (acre-ft) 11. 4B 10 .45 6.BO C & E Loss (ft) 0.2B Cum SA (acres) 3 .61 1.63 3.20 Warning: The energy equation could not be balanced within the specified number of iterations. The program selected the water surface that had the least amount of error between computed and assumed values . Warning: The velocity head has changed by more than O.S 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: 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: S.F. LICK REACH: west field RS: lOOlB . INPUT Description : Station Elevation Data num= 11 Sta Elev Sta Elev Sta BSO 294 BBO 292 B9B lOOS 2B4 1010 2B6 lOlS 1310 294 Manning's n Values num= 3 Sta n Val Sta n Va l Sta BSO .OB 990 .OS 101S Bank Sta: Left Right Lengths: Left 990 lOlS 200 CROSS SECTION OUTPUT Profile #PF 1 CREEK Elev Sta 290 990 2BB 1110 n Val .OB Channel Right 330 160 Elev Sta 2BB 995 290 1220 Coeff Contr. .1 Elev 2B4 292 Expan. .3 E.G. Elev (ft ) 291 .34 Element Left OB Channel Right OB Vel Head (ft) 0.22 Wt . n -Val . 0.080 0 .050 0 .080 w.s. Elev (ft) 291.12 Reach Len. (ft) 200.00 330 .00 160.00 Crit W.S . (ft) Flow Area (sq ft) 200 .38 147.93 235 .43 E.G. Slope (ft/ft) 0 .002883 Area (sq ft) 200 .38 147 .93 235.43 Q Total (cfs) 1352 .00 Flow (cfs) 313.20 730.48 308.32 Top Width (ft) 283.49 Top Width (ft) 102 .05 25 .00 156.44 Vel Total (ft/s) 2.32 Avg . Vel. (ft/s) 1. 56 4. 94 1.31 Max Chl Dpth (ft) 7 .12 Hydr . Depth (ft) 1. 96 5.92 1. 50 Conv. Total (cfs) 25178 .9 Conv . (cfs} 5832.9 13604 .1 5742.0 Length Wtd . (ft } 265 .88 Wetted Per. (ft} 102 . 14 27.17 156.47 Min Ch El (ft} 284.00 Shear (lb/sq ft) 0.35 0 .98 0.27 Alpha 2.63 Stream Power (lb/ft s) 0.55 4.84 0.35 Frctn Loss (ft} 0.96 Cum Volume (acre-ft} 11.32 10.34 6.69 C & E Loss (ft) 0.02 Cum SA (acres} 3 .52 1 .61 3 .13 CROSS SECTION RIVER: S.F. LICK CREEK REACH: westf ield RS : 9688 . INPUT Description : Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 580 294 950 292 970 290 980 288 990 286 995 284 1010 284 1015 286 1070 288 1090 290 1120 292 1310 294 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 580 .08 990 .05 1015 .08 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 990 1015 80 120 140 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft} 290.36 Element Left OB Channel Right OB Vel Head (ft) 0 .41 Wt. n-Val. 0.080 0.050 0 .080 w.s. Elev (ft) 289.95 Reach Len. (ft) 80.00 120.00 140.00 Crit W.S . (ft) Flow Area (sq ft) 38.99 138.73 181.19 E.G. Slope (ft/ft) 0.004631 Area (sq ft) 38.99 138. 73 181.19 Q Total (cfs} 1352. 00 Flow (cfs) 76.55 861.73 413 . 72 Top Width (ft) 119. 24 Top Width (ft) 19.75 25.00 74.49 Vel Total (ft/s} 3.77 Avg. Vel. (ft/s) 1. 96 6.21 2.28 Max Chl Dpth (ft) 5.95 Hydr. Depth (ft) 1. 97 5.55 2.43 Conv. Total (cfs) 19867.7 Conv. (cfs) 1124.9 12663 .1 6079.7 Length Wtd. (ft) 120.09 Wetted Per. (ft} 20.14 25.77 74 .62 Min Ch El (ft) 284.00 Shear (lb/sq ft} 0 .56 1. 56 0 .70 Alpha 1. 86 Stream Power (lb/ft s} 1.10 9.67 1. 60 Frctn Loss (ft} 0.64 Cum Volume (acre-ft) 10 .77 9.25 5.92 C & E Loss (ft} 0.01 Cum SA (acres) 3.24 1. 43 2.70 CROSS SECTION RIVER: S.F . LICK CREEK REACH: westfield RS: 9568 . INPUT Description: Station Elevation Data num= 10 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 790 292 910 290 950 288 985 286 990 284 1010 284 1020 286 1040 288 1050 290 1070 292 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 790 .08 985 .OS 1020 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan . 985 1020 120 110 160 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 289.71 Element Left OB Channel Right OB Vel Head (ft) 0.53 Wt. n-Val. 0.080 0 .050 0.080 w.s. Elev (ft) 289.18 Reach Len. (ft) 120 .00 110. 00 160.00 Crit W.S. (ft) Flow Area (sq ft) 90 .48 166.45 47 .19 E.G . Slope (ft/ft) 0 .006054 Area (sq ft) 90 .48 166.45 47.19 Q Total (cfs) 1352 .00 Flow (cfs) 174 .33 1076.54 101.13 Top Width (ft) 119.61 Top Width (ft) 58 .69 35 .00 25.92 Vel Total (ft/s) 4.45 Avg . Vel. (ft/s) 1. 93 6.47 2.14 Max Chl Dpth (ft ) 5 .18 Hydr. Depth (ft) 1. 54 4.76 1. 82 Conv. Total (cfs ) 17376.2 Conv. (cfs) 2240.6 13835.9 1299.7 Length Wtd. (ft) 114 . 57 Wetted Per . (ft) 58.77 35.58 26.14 Min Ch El (ft) 284.00 Shear (lb/sq ft) 0 .58 1. 77 0 .68 Alpha 1. 73 Stream Power (lb/ft s) 1.12 11.43 1.46 Frctn Loss (ft) 0.41 Cum Volume (acre-ft) 10.65 8.83 5.55 C & E Loss (ft) 0 .11 Cum SA (acres) 3.17 1. 34 2 .54 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. CROSS SECTION RIVER: S.F. LICK CREEK REACH: westf ield RS: 9458. INPUT Description: Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 808 292 860 290 879 288 900 286 939 285.7 968 286 990 284 1000 283 1005 284 1018 286 1025 288 1055 290 Manning's n Val ues num= 3 Sta n Val Sta n Val Sta n Val 808 .08 968 .05 1018 .08 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 968 1018 80 115 96 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E .G. Elev (ft) 289.20 Element Left OB Channel Right OB Vel Head (ft) 0.17 Wt. n-Val . 0.080 0.050 0.080 w.s. Elev (ft) 289.03 Reach Len. (ft) 80.00 115. 00 96.00 Crit W.S. (ft) Flow Area (sq ft) 263 .49 223 .79 22.07 E .G. Slope (ft/ft) 0.002369 Area (sq ft) 263.49 223 .79 22.07 Q Total (cfs) 1352.00 Fl ow (cfs) 457.82 874.60 19.58 Top Width (ft) 171.13 Top Width (ft) 98.74 50.00 22.39 Vel Total (ft/s) 2.65 Avg. Vel. (ft/s) 1. 74 3.91 0.89 Max Chl Dpth (ft) 6.03 Hydr. Depth (ft) 2.67 4 .48 0 .99 Conv. Total (cfs) 27776.0 Conv. (cfs) 9405.5 17968.2 402.3 Length Wtd. (ft) 107.93 Wetted Per. (ft) 98.90 50.39 22.70 Min Ch El (ft) 283.00 Shear (lb/sq ft) 0.39 0.66 0.14 Alpha 1. 55 Stream Power (lb/ft s) 0.68 2 .57 0 .13 Frctn Loss (ft) 0.16 Cum Volume (acre-ft) 10.16 8 .34 5.43 C & E Loss (ft) 0.03 Cum SA (acres) 2.95 1. 24 2.45 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 . CROSS SECTION REACH: westfield INPUT Description: START RIVER: S.F. LICK CREEK RS: 9343. MORRISON hYDROLOGY STUDY x-section B Station Elevation Data num= 12 St a Elev Sta Elev Sta Elev Sta 79B 292 B9B 290 914 2BB 92B 9BB 2B4 1000 2B3 1006 2B4 1053 1140 290 1219 291.4 Manning 's n Values num= 3 Sta n Val Sta n Val Sta n Val 79B .OB 92B .05 1053 .OB Bank Sta: Left Right Lengths: Left Channel Right 92B 1053 270 256 210 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 2B9.0l Element Vel Head (ft) O.OB Wt . n-Val. W.S. Elev (ft) 2BB.92 Reach Len. (ft) Crit W.S. (ft) Flow Area (sq ft) E.G. Slope (ft/ft) 0.001049 Area (sq ft) Q Total (cfs) 1352.00 Flow (cfs) Top Width (ft) 21B.2B Top Width (ft) Vel Tot al (ft/s) 2.07 Avg. Vel. (ft/s) Max Chl Dpth (ft) 5 .92 Hyd r. Depth (ft) Conv. Total (cfs) 41739.4 Conv. (cfs) Length Wtd. (ft) 252.29 Wetted Per. (ft) Min Ch El (ft) 2B3.00 Shear (lb/sq ft) Alpha l.2B Stream Power (lb/ft Frctn Loss (ft) 0.25 Cum Volume (acre-ft) C & E Loss (ft) 0.00 Cum SA (acres) CROSS SECTION REACH: westfield RIVER: S.F. LICK CREEK RS: 90BB. INPUT Description: x-section from city topo by JST on 3/16/00 Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta 1000 292 1195 290 121B 2BB 124B 1345 2B2 1367 2B4 1420 2B6 1442 1BB5 292 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .OB 1323 .05 1367 .OB Bank Sta: Left Right Lengths: Left Channel Right 1323 1367 345 33B 225 CROSS SECTION OUTPUT Profile #PF 1 E.G. El ev (ft) 2BB.75 Element Vel Head (ft) O.OB Wt . n-Val. w.s. Elev (ft) 2BB.67 Reach Len. (ft) Crit w.s. (ft) Flow Area (sq ft) E.G. Slope (ft/ft) 0.000955 Area (sq ft) Elev Sta Elev 2B6 956 2B5.5 2B6 1112 2BB Coef f Contr. Expan. .1 . 3 Left OB Channel Right OB O.OBO 0.050 O.OBO 270.00 256.00 210.00 30.30 504.22 119. 33 30.30 504.22 119. 33 22.B7 122B.56 100.57 21. 37 125.00 71. 90 0.75 2.44 O.B4 1.42 4.03 1. 66 705.9 3792B.6 3104.9 21. 57 125.21 71. 97 0.09 0.26 0 .11 s) 0.07 0.64 0.09 9.B9 7.3B 5.27 2.B4 1. 00 2.35 Elev Sta Elev 2B6 1323 2B4 2BB 1532 290 Coef f Contr. Expan. .1 . 3 Left OB Channel Right OB O.OBO 0.050 O.OBO 345.00 33B.OO 225.00 32B.24 249.60 241.63 32B.24 249.60 241.63 Q Total (cfs) 1352.00 Flow (cfs) 383 .84 727 .05 241.11 Top Width (ft) 262.01 Top Width (ft) 112 .74 44 .00 105.27 Vel Total (ft/s) 1.65 Avg . Vel. (ft/s) 1.17 2.91 1. 00 Max Chl Dpth (ft) 6 .67 Hydr. Depth (ft) 2 .91 5.67 2 .30 Conv. Total (cfs) 43753 .8 Conv. (cfs) 12422.0 23529 .0 7802.9 Length Wtd. (ft) 300.17 Wetted Per . (ft) 112.86 44.18 105.41 Min Ch El (ft) 282.00 Shear (lb/sq ft) 0.17 0 .34 0.14 Alpha 1. 88 Stream Power (lb/ft s) 0.20 0 .98 0.14 Frctn Loss (ft ) 0.39 Cum Volume (acre-ft) 8.78 5 .17 4.40 C & E Loss (ft) 0 .01 Cum SA (acres) 2.42 0.51 1. 92 CROSS SECTION RIVER : S.F. LICK CREEK REACH: west field RS : 8750. INPUT Description: us of property line x-section from Alexandria Subd by McClure Station Elevation Data num= 14 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 632 292 885 290 966 288 980 286 989 284 998 282 1000 281 1005 281 1012 282 1034 284 1114 286 1215 288 1332 290 1400 292 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 632 .08 989 .05 1012 .08 Bank Sta: Left Ri ght Lengths: Left Channel Right Coef f Contr. Expan. 989 1012 380 396 380 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 288.36 Element Left OB Channel Right OB Vel Head (ft) 0 .14 Wt. n -Val . 0.080 0.050 0.080 w.s. Elev (ft ) 288 .21 Reach Len . (ft) 380.00 396.00 380.00 Crit W.S. (ft ) Flow Area (sq ft) 46.79 143.38 495.37 E.G. Slope (ft/ft) 0.001859 Area (sq ft) 46 .79 143 .38 495.37 Q Total (cfs) 1352.00 Flow (cfs) 48.31 612.89 690.80 Top Width (ft) 270 .00 Top Width (ft) 31. 59 23 .00 215.41 Vel Total (ft/s) 1. 97 Avg. Vel. (ft/s) 1. 03 4.27 1.39 Max Chl Dpth (ft) 7.21 Hydr . Depth (ft) 1. 48 6.23 2 .30 Conv. Total (cfs) 31360.8 Conv . (cfs) 1120. 6 14216.4 16023.8 Length Wtd. (ft) 390 .86 Wetted Per. (ft) 31. 95 23 .53 215.55 Min Ch El (ft) 281. 00 Shear (lb/sq ft) 0.17 0. 71 0.27 Alpha 2 .39 Stream Power (lb/ft s) 0.18 3.02 0.37 Frctn Loss (ft) 0.35 Cum Volume (acre-ft) 7.29 3.64 2.50 C & E Loss (ft) 0.03 Cum SA (acres) 1. 85 0.25 1. 09 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. CROSS SECTION REACH : westfield INPUT RIVER: S.F. LICK CREEK RS: 8354. Description: x-section from Alexandria Subd by McClure Station Elevation Data num= 12 Sta El ev Sta Elev Sta Elev Sta 837 290 1000 288 1105 286 1140 1203 281 1210 282 1220 282 .5 1250 1320 288 1470 290 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 837 .08 1140 .05 1270 .08 Bank Sta: Left Right Lengths: Left Channel Right 1140 1270 0 0 0 Elev Sta Elev 284 1190 282 284 1270 286 Coef f Contr. Expan. .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E .G. Elev (ft) 287.98 Element Left OB Channel Right OB Vel Head (ft) 0 .05 Wt. n-Val . 0.080 0.050 0.080 w.s. Elev (ft) 287 .93 Reach Len . (ft) 284.00 284.00 284.00 Crit W.S. (ft) Flow Area (sq ft) 200.07 630 .66 46.47 E .G. Slope (ft/ft) 0.000520 Area (sq ft) 200.07 630 .66 46. 47 Q Total (cfs) 1352.00 Flow (cfs) 109.49 1223 .31 19.20 Top Width (ft) 314.43 Top Width (ft) 136.23 130.00 48 .20 Vel Total (ft/s) 1.54 Avg. Vel. (ft/s) 0.55 1. 94 0 .41 Max Chl Dpth (ft) 6.93 Hydr . Depth (ft) 1.47 4 .85 0 .96 Conv. Total (cfs) 59269 .0 Conv. (cfs) 4799.8 53627 .3 841. 9 Length Wtd. (ft) 284.00 Wetted Per. (ft) 136.30 130. 30 48.24 Min Ch El (ft) 281. 00 Shear (lb/sq ft) 0.05 0.16 0.03 Alpha 1.44 Stream Power (lb/ft s) 0.03 0.30 0.01 Frctn Loss (ft) 0.17 Cum Volume (acre-ft) 2.40 2.30 0.20 C & E Loss (ft) 0.01 Cum SA (acres) CROSS SECTION RIVER: S.F. LICK CREEK REACH: S.F. Main RS: 7993 . INPUT Description: Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 864 290 990 288 1105 287.l 1210 286 1230 284 1410 282 1413 281 1420 282 1435 284 1441 286 1480 288 1533 290 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 864 .08 1410 .05 1441 .08 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan . 1410 1441 120 178 175 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 287.81 Element Left OB Channel Right OB Vel Head (ft) 0.03 Wt. n-Val. 0.080 0.050 0.080 w.s. El ev (ft) 287 .78 Reach Len. (ft) 120.00 178.00 175.00 Crit W.S . (ft) Flow Area (sq ft) 1074.32 151.15 30.86 E.G. Slope (ft/ft) 0.000667 Area (sq ft) 1074.32 151.15 30 .86 Q Total (cfs) 1352 . 00 Flow (cfs) 1009.57 328.75 13.68 Top Width (ft) 457.46 Top Width (ft) 391.77 31. 00 34.69 Vel Total (ft/s) 1. 08 Avg. Vel. (ft/s) 0.94 2.17 0.44 Max Chl Dpth (ft) 6.78 Hydr. Depth (ft) 2 .74 4.88 0.89 Conv. Total (cfs) 52343.5 Conv. (cfs) 39086.0 12727. 8 529.7 Length Wtd . (ft) 133.84 Wetted Per. (ft) 391. 89 31. 69 34 .74 Min Ch El (ft) 281.00 Shear (lb/sq ft) 0 .11 0 .20 0.04 Alpha 1. 56 Stream Power (lb/ft s) 0.11 0 .43 0.02 Frctn Loss (ft) 0 .10 Cum Volume (acre-ft) 77.14 49 .23 67.26 C & E Loss (ft) 0.00 Cum SA (acres) 27.43 6 .00 21 .27 CROSS SECTION RIVER: S .F. LICK CREEK REACH: S.F. Main RS: 7815. INPUT Description: Station Elevation Data num= 9 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 872 290 985 288 1075 287.2 1250 286 1350 284 1405 284!. 7 1470 282 1475 281 1520 290 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 872 .08 1470 .05 1520 .08 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr . Expan . 1470 1520 90 203 175 .1 . 3 CROSS SECTION OUTPUT Profile #PF l E .G. Elev (ft) 287.70 Element Left OB Channel Right OB Vel Head (ft) 0.03 Wt . n-Val . 0 .080 0 .050 w.s . Elev (ft) 287.67 Reach Len. (ft) 90.00 203 .00 175.00 Crit W.S . (ft) Flow Area (sq ft) 1052.29 142 .26 E.G. Slope (ft/ft) 0.000923 Area (sq ft) 1052.29 142 .26 Q Total (cfs) 1352.00 Flow (cfs) 1048.37 303.63 Top Width (ft) 486 .81 Top Width (ft) 448 .43 38.37 Vel Total (ft/s) 1.13 Avg. Vel. (ft/s) l. 00 2 .13 Max Chl Dpth (ft) 6 .67 Hydr. Depth (ft) 2 .35 3. 71 Conv. Total (cfs ) 44507 .7 Conv. (cfs) 34512.3 9995.4 Length Wtd. (ft) 134 . 73 Wetted Per. (ft) 448 .48 39.13 Min Ch El (ft) 281. 00 Shear (lb/sq ft) 0.14 0.21 Alpha l. 40 Stream Power (lb/ft s) 0 .13 0.45 Frctn Loss (ft) 0 .13 Cum Volume (acre-ft) 74 .21 48.63 67.19 C & E Loss (ft) 0.00 Cum SA (acres) 26.27 5.86 21. 20 CROSS SECTION RIVER: S.F . LICK CREEK REACH: S .F. Main RS : 7612 . INPUT Description: Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 897 290 1055 288 1210 286 1270 284 1288 282 1315 282 1330 281 1335 282 1410 284 1430 286 1540 290 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 897 .08 1315 .OS 1335 .08 Bank Sta: Left Right Lengths : Left Channel Right Coef f Contr . Expan. 1315 1335 135 177 135 . l . 3 CROSS SECTION OUTPUT Profile #PF l E .G. Elev (ft) 287.57 Element Left OB Channel Right OB Vel Head (ft) 0 .06 Wt . n-Val . 0.080 0.050 0.080 w.s . Elev (ft) 287.51 Reach Len. (ft ) 135.00 177.00 135.00 Crit W.S. (ft) Flow Area (sq ft) 469.98 120.30 420 .47 E.G. Slope (ft/ft) 0.001005 Area (sq ft) 469 .98 120.30 420.47 Q Total (cfs) 1352 .00 Flow (cfs) 455.49 373.18 523 .32 Top Width (ft) 379 .06 Top Width (ft) 222 .40 20.00 136.66 Vel Total (ft/s) l. 34 Avg . Vel . (ft/s) 0 .97 3.10 1.24 Max Chl Dpth (ft) 6.51 Hydr. Depth (ft) 2 .11 6 .01 3.08 Conv. Total (cfs) 42649.3 Conv. (cfs) 14368.7 11772. l 16508.4 Length Wtd. (ft) 145.96 Wetted Per. (ft) 222.56 20.13 136.81 Min Ch El (ft) 281 .00 Shear (lb/sq ft) 0 .13 0 .37 0 .19 Alpha 2.00 Stream Power (lb/ft s) 0.13 1.16 0 .24 Frctn Loss (ft ) 0.12 Cum Volume (acre-ft) 72.64 48.02 66.35 C & E Loss (ft) 0 .01 Cum SA (acres) 25.58 5. 72 20.93 CROSS SECTION RIVER: S.F. LICK CREEK REACH : S .F . Main RS: 7435. INPUT Description: Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 911 290 1075 288 1216 286 1235 279.9 1245 282 1415 284 1520 288 1636 290 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 911 .08 1216 Bank Sta: Left 1216 Right 1245 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd . (ft) Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft) .05 1245 .08 Lengths: Left Channel Right 200 200 298 Profile #PF 1 287 .45 0.03 287.41 0.000665 1352 .00 388.18 1. 20 7.51 52438.4 258.56 279.90 1.45 0.10 0.00 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Coeff Contr. .1 Left OB 0.080 200.00 70.35 70.35 26. 72 99.60 0.38 0.71 1036.4 99 .61 0.03 0.01 71. 80 25.08 Expan. . 3 Channel 0 .050 298.00 14 9. 42 149.42 332.62 29.00 2.23 5.15 12901.0 30 .17 0.21 0.46 47.47 5.62 Right OB 0.080 200.00 903.03 903.03 992.66 259.58 1.10 3.48 38501.1 259.66 0.14 0.16 64.30 20.31 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 . CROSS SECTION RIVER: S.F. LICK CREEK REACH: S.F. Main INPUT Description: Station Elevation Data Sta Elev 890 290 1418 280 1820 290 Manning 's n Values Sta n Val 890 .08 Sta 1090 1430 Sta 1315 Bank Sta: Left 1315 Right 1462 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft) RS: 7137. num= Elev 288 279 num= n Val .04 11 Sta 1265 1438 3 Sta 1462 Elev 286 280 n Val .08 Sta 1315 1462 Lengths: Left Channel Right 121 121 121 Profile #PF 1 287.35 0.04 287.31 0.000238 1352. 00 375.19 1. 37 8.31 87582.2 121. 00 279.00 1.46 0.02 0.00 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) CROSS SECTION REACH: S .F. Main RIVER: S.F. LICK CREEK RS: 6825. INPUT Description: 65' Up Stream of Alex. Ave. Box Culvert Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta 284 1392 286 1560 Coeff Contr. .1 Left OB 0.080 121.00 189.83 189.83 59.94 164.23 0.32 1.16 3882.7 164.27 0.02 0.01 71 .21 24.48 Elev Sta Elev 282 288 Expan. . 3 Channel 0.040 121. 00 754.90 754.90 1283.06 147.00 1. 70 5.14 83116. 0 147.95 0.08 0 .13 44.38 5 .02 Elev Right OB 0.080 121.00 41.75 41. 75 9.01 63.97 0.22 0.65 583.5 63.98 0.01 0.00 62 .13 19.57 352 290 552 288 761 286 811 285 919 283 965 285 980 278 1005 278 1042 287 1185 288 1435 290 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 352 .08 965 .03 1042 .08 Bank Sta : Left Right Lengths: Left Channel Right Coef f Contr. Expan. 965 1042 41 41 41 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 287.32 Element Left OB Channel Right OB Vel Head (ft) 0 .06 Wt. n-Val. 0 .080 0.030 0.080 w.s. Elev (ft) 287 .26 Reach Len. (ft) 41 .00 41.00 41. 00 Crit W.S. (ft) Flow Area (sq ft) 673 .13 494. 05 4 .85 E.G. Slope (ft/ft ) 0.000174 Area (sq ft) 673.13 494.05 4 .85 Q Total (cfs) 1352 .00 Flow (cfs) 262 .13 1089 .57 0 .31 Top Width (ft) 449 .95 Top Width (ft) 335. 71 77.00 37 .24 Vel Total (ft/s) 1.15 Avg. Vel . (ft/s) 0 .39 2.21 0.06 Max Chl Dpth (ft) 9 .26 Hydr. Depth (ft) 2.01 6.42 0.13 Conv. Total (cfs) 102523.8 Conv. (cfs) 19877. 2 82623.4 23.l Length Wtd. (ft) 41 .00 Wetted Per. (ft) 335 .79 79.63 37 .24 Min Ch El (ft) 278 .00 Shear (lb/sq ft) 0.02 0 .07 0.00 Alpha 2.97 Stream Power (lb/ft s) 0.01 0.15 0 .00 Frctn Loss (ft) 0.00 Cum Volume (acre-ft) 70 .01 42.64 62.06 C & E Loss (ft) 0.01 Cum SA (acres) 23 .78 4.71 19.43 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. CROSS SECTION REACH: S .F. Main INPUT RIVER: S.F. LICK CREEK RS : 6784. Description: 25 ' Up Stream from Face of Alex . Ave Box Culvert Station Elevation Sta Elev 346 290 917 283 1011. 77 278. 72 Manning's n Values Sta n Val 346 .08 Data Sta 416 961 1047 Sta 980 .16 Bank Sta: Left Right 980.16 1011.77 num= 14 Elev Sta 288 616 285 980 .16 287 1077 num= 3 n Val Sta .014 1011.77 Elev 287 278 .72 288 n Val .08 Lengths : Left Channel 24 24 Sta 719 980.66 1257 Right 24 Ineffective Flow Sta L Sta R 346 980.16 num= 2 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S . Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv . Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) Elev Sta L 286 1011.77 Sta R 1257 Elev 286 Profile #PF 1 287.31 Element 0.17 Wt . n-Val . 287 .13 Reach Len . (ft) 281.58 Flow Area (sq ft) 0 .000065 Area (sq ft) 1352.00 Flow (cfs) 461 .46 Top Width (ft) 1. 07 Avg. Vel. (ft/s) 9 .41 Hydr . Depth (ft) 168045 .0 Conv. (cfs) 24 .00 Wetted Per . (ft) 277 .72 Shear (lb/sq ft) 9.70 Stream Power (lb/ft 0 .00 Cum Volume (acre-ft) 0.09 Cum SA (acres) Elev Sta 286 796 277.72 1011. 27 s) 289 Coeff Contr. .3 Left OB 0.080 24 .00 810.47 810.47 196.65 390.65 0.24 2.07 24442 .4 391.73 0.01 0.00 69.31 23 .44 Elev 285 277.72 Expan. . 5 Channel 0.014 24 .00 297.03 297 .03 1100. 92 31. 61 3 . 71 9.40 136837.9 32.85 0.04 0 .14 42.27 4.66 Right OB 0.080 24.00 150.78 150.78 54.43 39. 20 0 .36 3.85 6764.7 40 .17 0.02 0.01 61 .99 19.39 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. CROSS SECTION REACH: S.F. Main INPUT RIVER: S.F. LICK CREEK RS : 6762. Description: Up Stream from Face of Alex. Ave Box Station Elevation Data Sta Elev Sta 350 290 425 980.66 277 .68 1003.25 Manning's n Values Sta n Val 350 . 08 Sta 980.16 Bank Sta: Left Right 980.16 1003.75 num= 10 Elev Sta 288 625 277.68 1003.75 num= 3 n Val Sta .014 1003.75 Elev 286.5 285 n Val .08 Lengths: Left Channel 64 64 Ineffective Flow Sta L Sta R 350 980.16 num= 2 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) Elev Sta L 286 1003.75 Sta R 1072 Elev 286 Profile #PF 1 287.22 Element 0.46 Wt. n-Val. 286.75 Reach Len. Culvert Sta 684 1035 Right 64 (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) 282.45 Flow Area (sq ft) Top Wid th (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 0.000293 1352.00 440.02 2 .11 9.07 78954 .6 64.00 277.68 6.67 Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft Cum Volume (acre-ft) Cum SA (acres) CULVERT REACH: S .F . Main RIVER: S.F. LICK CREEK RS: 6730. INPUT Description: Alex. Ave. Culvert (3-6x6) Distance from Upstream XS 7 Deck/Roadway Width 50 Weir Coefficient 2.6 Bridge Deck/Roadway Skew Upstream Deck/Roadway Coordinates num= 7 s) Elev Sta 286 980.16 287 1072 Coeff Contr. .3 Left OB 0.080 64 .00 405.42 405.42 132.54 389.03 0.33 1. 04 7740.3 389.03 0.02 0.01 68 .98 23.23 Sta Hi Cord Lo Cord 391 287 .08 Sta Hi Cord Lo Cord 591 285.88 Sta Hi Cord Lo Cord 791.12 287 .08 988.5 285.95 14 91. 12 288. 88 991.12 285.88 Upstream Bridge Cross Section Dat a Station El evation Data num= Sta Elev Sta Elev 350 290 425 288 980.66 277.68 1003.25 277 .68 Manning's n Values num= Sta n Val Sta n Val 350 .08 980.16 . 014 Bank Sta: Left Right Coeff 10 Sta 625 1003.75 3 Sta 1003.75 Contr. Elev 286.5 285 n Val .08 Expan . 1003 285.95 Sta 684 1035 Elev 286 287 Sta 980.16 1072 Elev 285 288 Expan. . 5 Channel 0.014 64.00 210.40 210.40 1212.46 23.59 5.76 8.92 70805.8 37.26 0.10 0.60 42.13 4 .64 Elev 285 288 Right OB 0.080 64.00 24.04 24.04 6.99 27.41 0.29 0.88 408.5 27.46 0.02 0.00 61. 94 19.37 980.16 1003.75 . 3 Ineffective Flow Sta L Sta R 350 980.16 num= 2 Elev Sta L Sta R 286 1003.75 1072 Downstream Deck/Roadway Coordinates num= 7 .5 Elev 286 Sta Hi Cord Lo Cord 391 287.08 Sta Hi Cord Lo Cord 591 285 .88 988.5 285.95 1491.12 288.88 Downstream Bridge Station Elevation Sta Elev 991.12 285.88 Cross Section Data Data num= 9 Sta Elev Sta Elev Sta Hi Cord Lo Cord 791.12 287 .08 1003 285 .95 Sta Elev Sta Elev 621 287 718 286 805 285 980.16 285 980.66 277 .5 1003.1 277.5 1003.6 285 Manning's n Values num= Sta n Val Sta n Val 621 .08 980 .16 .014 Bank Sta: Left Right Coeff 980.16 1003 .6 Ineffective Flow num= Sta L Sta R Elev Sta L 621 980.16 285 1003.6 Upstream Embankment side slope Downstream Embankment side slope 1035 287 1072 288 3 Sta n Val 1003.6 .08 Contr. Expan. . 3 .5 2 Sta R Elev 1072 285 Maximum allowable submergence for weir flow Elevation at which weir flow begins 4 horiz . to 1.0 vertical 4 horiz . to 1.0 vertical .95 285.88 Energy head used in spillway design Spillway height used in design Weir crest shape Number of Culverts 1 Culvert Name Shape Rise Al ex. Ave. Box 6 FHWA Chart # 8 -flared wingwalls Span 6 FHWA Scale # 3 -Wingwall flared O deg. Solution Criteria = Highest U.S . EG Culvert Upstrm Dist Length n Value .5 64 .014 Number of Barrels = Upstream El evation Centerline Stations Sta. Sta. 983.66 991.93 3 Sta. 1000 277. 72 Downstream Elevation= 277.54 Centerline Stations Sta. Sta. Sta. 983.66 991 .83 1000 CULVERT OUTPUT Profile #PF 1 Culvert ID ; Alex. Ave. Culv Q (cfs) 652 .02 # Barrels 3 Q Barrel (cfs) 217.34 E.G. us . (ft) 287 .22 w.s. us. {ft) 286.75 Delta EG (ft) 0.35 Culv Culv Culv Culv Culv Culv Broad Crested (sides extended straight) Entrance Loss Coef .4 Vel In (ft/s) Vel Out (ft/s) Inv El Up (ft) Inv El Dn {ft) Frctn Ls (ft) Ext Lss (ft) Exit Loss Coef 1 6.04 6.04 277.72 277.54 0.12 Delta WS (ft) 2.97 Culv Ent Lss {ft) 0.23 E.G. IC (ft) 286.84 Q Weir (cfs) 699.98 E.G. oc (ft) 287.22 Weir Sta Lft (ft) 529 .11 Culvert Control Outlet Weir Sta Rgt {ft) 1043 . 11 Culv ws In (ft) 283.72 Weir Submerg 0 .00 Culv WS Out (ft) 283.54 Weir Max Depth (ft) 1. 34 Culv Nml Depth (ft) Weir Avg Depth (ft) 0.63 Culv Crt Depth (ft) Culv Ful Lngh (ft) 3.44 64.00 Wr Flw Area (sq ft) Min Top Rd (ft) CROSS SECTION REACH: S .F. Main RIVER: S.F. LICK CREEK RS: 6698. INPUT Description: Down Station Elevation Sta Elev 621 287 1003.1 277 .5 Stream Data Sta 718 1003.6 Manning's n Values Sta n Val Sta 621 .08 980.16 Bank Sta: Left Right 980.16 1003.6 Ineffective Flow num= Sta L Sta R Elev 621 980.16 285 Face of Alex. Ave Box Culvert num= 9 Elev Sta Elev Sta 286 805 285 980.16 285 1035 287 1072 num= 3 n Val Sta n Val . 014 1003.6 .08 Lengths: Left Channel Right 23 23 23 2 Sta L Sta R Elev 1003.6 1072 285 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 286.87 Element Vel Head (ft) 3.08 Wt. n-Val. W.S. Elev (ft) 283.79 Reach Len. (ft) Crit W.S . (ft) 283.79 Flow Area (sq ft) E.G. Slope (ft/ft) 0.002686 Area (sq ft) Q Total (cfs) 2025.00 Flow (cfs) Top Width (ft) 23.28 Top Width (ft) Vel Total (ft/sl 14.09 Avg. Vel. (ft/sl Max Chl Dpth (ft) 6.29 Hydr. Depth (ft) Conv. Total (cfs) 39071.9 Conv . (cfs) Length Wtd . (ft) 23.00 Wetted Per. (ft) Min Ch El (ft) 277.50 Shear (lb/sq ft) Alpha 1. 00 Stream Power (lb/ft Frctn Loss (ft) 0.07 Cum Volume (acre-ft) C & E Loss (ft) 0.59 Cum SA (acres) 324.35 285.88 Elev 285 288 Coef f Sta 980.66 Contr. . 3 Left OB 23.00 s) 68.68 22.94 Elev 277.5 Expan. .5 Channel 0.014 23.00 143.69 143.69 2025.00 23 .28 14.09 6.17 39071. 9 35.04 0.69 9.69 41. 87 4 .61 Right OB 23.00 61.93 19.35 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 velocity head has changed by more than 0.5 ft (0.15 ml. 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 REACH: S.F. Main INPUT RIVER: S.F. LICK CREEK RS: 6675. Description: 25' Down Stream of Alex. Ave. Station Elevation Data num= 10 Sta Elev Sta Elev Sta Elev 621 285 770 285 933 282 980.66 277 .5 1011. 3 277.5 1011 . 8 278.5 Manning's n Values num= 3 Sta Elev Sta Elev 977 281 980.16 278 .5 1040 284 1086 287 Sta 621 n Val .08 Bank Sta : Left 980.16 Ineffective Flow Sta L Sta R 621 980.16 Sta 980.16 Right 1011. 3 num= Elev 285 n Val .025 Sta 1011. 3 n Val .08 Lengths: Left Channel Sta L 1011. 3 2 43 43 Sta R 1086 Elev 285 Right 43 CROSS SECTION OUTPUT Profile #PF l E.G. Elev {ft) Vel Head {ft) W.S. Elev {ft) Cri t W. S. {ft) E.G. Slope {ft/ft) Q Total {cf s) Top Width {ft) Vel Total {ft/s) Max Chl Dpth {ft) Conv . Total {cfs) Length Wtd. {ft) Min Ch El {ft) Alpha Frctn Loss (ft) C & E Loss (ft) 285.28 1. 91 283.37 282 .59 0.003380 2025.00 178.31 11. 09 5.87 34831.4 43.00 277.50 1. 00 0.08 0.82 Element Wt . n-Val. Reach Len. {ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth {ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Coeff Contr. . 3 Left OB 43.00 144 .92 121. 69 68.64 22 .91 Expan . .5 Channel 0.025 43.00 182.60 182.60 2025.00 31.14 11. 09 5 .86 34831. 4 31. 76 1. 21 13.45 41. 79 4.59 Right OB 43.00 63.53 25.48 61. 91 19.35 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. CROSS SECTION RIVER: S.F. LICK CREEK REACH: S.F. Main INPUT Description: Station Elevation Data Sta Elev Sta 900 286 980 1335 277 1340 Manning's n Values Sta n Val Sta 900 .08 1308 Bank Sta: Left 1308 Right 1356 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope {ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft) RS : 6632. num= 10 Elev Sta Elev Sta 281 1100 283.5 1230 277 1345 280 1356 num= 3 n Val Sta n Val .03 1356 .08 Lengths: Left Channel Right 20 Profile #PF l 284.38 0.26 284.11 0 .001231 2025.00 459.58 2.01 7 .11 57727.2 20.00 277.00 4.19 0.03 0.00 20 20 Element Wt. n -Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. {ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) CROSS SECTION RIVER: S.F. LICK CREEK Elev Sta 282 1308 282 1420 Coeff Contr. .1 Left OB 0.080 20.00 720.69 720.69 722.06 377.79 1. 00 1 .91 20584 .0 377.95 0.15 0 .15 68.21 22.66 Elev 280 286 Expan. . 3 Channel 0 .030 20.00 24 9. 3 7 24 9. 3 7 1278.86 48 .00 5 .13 5 .20 36456.8 49.18 0.39 2 .00 41. 57 4.55 Right OB 0.080 20.00 35.68 35.68 24.08 33.79 0.67 1. 06 686.4 33.86 0.08 0.05 61. 86 19.32 REACH: S.F . Main RS: 6612. INPUT Description: Station Elevation Data num= 9 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 900 2B6 9BO 2Bl 1100 2B3.5 1230 2B2 130B 2BO 1335 27B 1345 2BO 1356 2B2 1420 2B6 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 900 .OB 130B .03 1356 .OB Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan . 130B 1356 1B9 1B9 1B9 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 2B4.35 Element Left OB Channe l Right OB Vel Head (ft) 0.2B Wt . n-Val . O.OBO 0.030 0.0BO w.s. Elev (ft) 2B4 .06 Reach Len. (ft) 1B9.00 1B9.00 1B9.00 Crit W.S . (ft) Flow Area (sq ft) 701. 40 220 .92 33.9B E .G. Slope (ft/ft) 0.001612 Area (sq ft) 701.40 220 .92 33 .9B Q Total (cfs) 2025.00 Flow (cfs) 791.10 120B .09 25 .B2 Top Width (ft) 457.95 Top Width (ft) 376.97 4B.OO 32.97 Vel Total (ft/s) 2.12 Avg. Vel. (ft/s) 1.13 5 .47 0 .76 Max Chl Dpth (ft) 6.06 Hydr. Depth (ft) l .B6 4 .60 1.03 Conv. Total (cfs) 50433.0 Conv. (cfs) 19702 .4 300B7 .6 643 .0 Length Wtd. (ft) 1B9.00 Wetted Per. (ft) 377.13 4B .45 33 .04 Min Ch El (ft) 27B.OO Shear (lb/sq ft) 0 .19 0.46 0.10 Alpha 4 .09 Stream Power (lb/ft s) 0 .21 2.51 O.OB Frctn Loss (ft) 0 .35 Cum Volume (acre-ft) 67.B9 41 .4 6 61 .B4 C & E Loss (ft) 0.03 Cum SA (acres) 22.49 4 .53 19.30 CROSS SECTION RIVER : S.F. LICK CREEK REACH: S.F. Main RS : 6423 . INPUT Description: Station Elevation Data num= 14 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1030 2B6 1095 2B4 1150 2B2 llBO 2B2 1225 2B2 .5 1310 2B2 1360 2BO 1374 277 13BO 27B 140B 27B 1420 27B 1430 2B4 143B 2B5 1510 2B6 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1030 .OB 1360 .05 1430 .OB Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 1360 1430 157 157 157 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E .G. Elev (ft) 2B3.97 Element Left OB Channel Right OB Vel Head (ft) 0.20 Wt . n-Val. O.OBO 0.050 w.s. Elev (ft) 2B3.7B Reach Len. (ft) 157.00 157.00 157.00 Crit W.S. (ft) Flow Area (sq ft) 434.25 370.47 E .G. Slope (ft/ft) 0.0020BB Area (sq ft) 434.25 370.47 Q Total (cfs) 2025.00 Flow (cfs) 520 .26 1504 .74 Top Width (ft) 32B.51 Top Width (ft) 25B.BB 69.63 Vel Total (ft/s) 2.52 Avg . Vel. (ft/s) 1. 20 4.06 Max Chl Dpth (ft) 6.7B Hydr . Depth (ft) 1. 6B 5 .32 Conv. Total (cfs) 44311. 9 Conv. (cfs) 113B4. 5 32927 .4 Length Wtd. (ft) 157.00 Wetted Per. (ft) 25B.96 71.63 Min Ch El (ft) 277.00 Shear (lb/sq ft) 0.22 0 .67 Alpha 1 .99 Stream Power (lb/ft s) 0.26 2 .74 Frctn Loss (ft) 0.16 Cum Volume (acre-ft) 65.42 40 .lB 61 .77 C & E Loss (ft) 0 .04 Cum SA (acres) 21.11 4 .2B 19 .23 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. CROSS SECTION RIVER: S .F. LICK CREEK REACH: S .F . Main RS: 6266. INPUT Description: Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1030 286 1090 284 1185 282 1195 280 1234 278 1267 277 1280 278 1330 278 1340 278 1350 280 1362 282 1480 284 1623 286 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1030 .08 1195 .05 1340 .08 Bank Sta: Left Right Lengths: Left Channel Right Coef f Cont r . Expan. 1195 1340 91 91 91 .1 . 3 CROSS SECTION OUTPUT Pro file #PF 1 E .G. Elev (ft) 283.78 Element Left OB Channel Right OB Vel Head (ft) 0 .08 Wt . n -Val. 0 .080 0.050 0.080 w.s. Elev (ft) 283.70 Reach Len. (ft) 91.00 91. 00 91 .00 Crit W.S . (ft) Flow Area (sq ft ) 95 .31 809 .98 164 .22 E.G. Slope (ft/ft) 0.000621 Area (sq ft) 95 .31 809.98 164.22 Q Total (cfs) 2025.00 Flow (cfs) 45 .56 1887 .04 92.40 Top Wi dth (ft) 357.67 Top Width (ft) 90 .58 145.00 122 .09 Vel Total (ft/s) 1.89 Avg . Vel. (ft/s) 0 .48 2 .33 0.56 Max Chl Dpth (ft) 6.70 Hydr . Depth (ft) 1. 05 5.59 1. 35 Conv. Total (cfs) 81284.6 Conv . (cfs) 1828.6 75746 .9 3709 .1 Length Wtd. (ft) 91 .00 Wetted Per. (ft) 90 .80 145 .10 122 .47 Min Ch El (ft) 277.00 Shear (lb/sq ft) 0 .04 0 .22 0 .05 Alpha 1.42 Stream Power (lb/ft s ) 0 .02 0 .50 0.03 Fr ctn Loss (ft) 0.06 Cum Volume (acre-ft) 64 .47 38.05 61 .47 C & E Loss (ft) 0.00 Cum SA (acres) 20 .48 3.89 19 .01 CROSS SECTION RIVER: S.F . LICK CREEK REACH : S .F. Main RS: 6175 . INPUT Description: Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1020 286 1100 284 1130 282 1135 280 1190 279.8 1230 278 1265 277 1310 278 1315 280 1360 282 1547 284 1558 286 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1020 .08 1230 .05 1310 .08 Bank Sta : Left Right Lengths: Left Channel Right Coef f Contr. Expan. 1230 1310 115 115 115 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 283.71 Element Left OB Channel Right OB Vel Head (ft) 0 .09 Wt. n-Val . 0 .080 0 .050 0.080 w.s . Elev (ft) 283 .63 Reach Len . (ft) 115. 00 115 . 00 115 . 00 Crit W.S. (ft) Flow Area (sq ft ) 426 .88 490 .05 264 .82 E.G. Slope (ft/ft) 0 .000778 Area (sq ft) 426 .88 490 .05 264 .82 Q Total (cfs) 2025 .00 Flow (cfs) 501 .73 1359.21 164.05 Top Width (ft) 406.38 Top Width (ft) 124 .38 80.00 201.99 Vel Total (ft/s) 1. 71 Avg . Vel . (ft/s) 1.18 2 .77 0 .62 Max Chl Dpth (ft) 6 .63 Hydr . Depth (ft) 3.43 6 .13 1. 31 Conv. Total (cfs) 72622.7 Conv . (cfs) 17993 .7 48745.6 5883.4 Length Wtd. (ft) 115.00 Wetted Per. (ft) 124 .B6 B0.03 202.43 Min Ch El (ft) 277.00 Shear (lb/sq ft) 0 .17 0.30 0.06 Alpha l.B9 Stream Power (lb/ft s) 0 .20 0.B2 0.04 Frctn Loss (ft) 0.17 Cum Volume (acre-ft) 63.92 36.70 61. 03 C & E Loss (ft) 0.03 Cum SA (acres) 20 .25 3.66 lB.67 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 . CROSS SECTION RIVER: S.F . LICK CREEK REACH : S .F . Main RS : 6050. INPUT Descri ption : Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1055 2B6 1140 2B4 117B 2B2 1194 2BO 1210 27B 122B 276.5 1240 27B 1260 2BO 1315 2B2 1422 2B3 1509 2B4 1547 2B5 1563 2B6 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1055 .OB 1194 .05 1260 .OB Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1194 1260 135 107 lBO .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 2B3.51 Element Left OB Channel Right OB Vel Head (ft) 0.39 Wt. n-Val. O.OBO 0 .050 0.080 w.s. Elev (ft) 283.12 Reach Len. (ft) 135.00 107 .00 180.00 Crit W.S . (ft) Flow Area (sq ft) 45 .96 324 .64 184.14 E.G. Slope (ft/ft) 0.003920 Area (sq ft) 45 .96 324 .64 184.14 Q Total (cfs) 2025.00 Flow (cfs) 61. 21 1740.36 223.43 Top Width (ft) 276.07 Top Width (ft) 37 .34 66.00 1 72. 73 Vel Total (ft/s) 3.65 Avg. Vel. (ft/s) 1.33 5.36 1. 21 Max Chl Dpth (ft) 6.62 Hydr. Depth (ft) 1.23 4.92 1.07 Conv. Total (cfs) 32343.6 Conv. (cfs) 977.7 27797.2 3568.6 Length Wtd . (ft) 123.19 Wetted Per. (ft) 37.50 66 .38 1 72. 77 Min Ch El (ft) 276.50 Shear (lb/sq ft) 0 .30 1.20 0.26 Alpha 1. 87 Stream Power (lb/ft s) 0 .40 6.42 0.32 Frctn Loss (ft) 0.39 Cum Volume (acre-ft) 63.30 35.62 60.43 C & E Loss (ft) 0.03 Cum SA (acres) 20.04 3.46 18.18 CROSS SECTION RIVER: S .F. LICK CREEK REACH: S .F. Main RS: 5943. INPUT Description: Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 284 .3 1010 284 1030 280 1050 278 1060 276 1065 275 1075 275 1080 276 1085 278 1155 280 1200 282 1265 283 1354 284 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .08 1050 .05 1085 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1050 1085 110 116 95 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G . Elev (ft) 283.10 Element Left OB Channel Right OB Vel Head (ft) 0.29 Wt . n-Val . 0.080 0.050 0.080 w.s. Elev (ft) 282 .81 Reach Len. (ft) 110. 00 116. 00 95.00 Crit W.S. (ft) Flow Area (sq ft) 95.92 238.33 369.39 E.G. Slope (ft/ft) 0.002535 Area (sq ft) 95.92 238.33 369.39 Q Total (cfs) 2025 .00 Flow (cfs) 177 .64 1262.52 584 .84 Top Width (ft) 236 .66 Top Width (ft) 34 .05 35 .00 167.62 Vel Total (ft/s) 2 .88 Avg . Vel. (ft/s) 1. 85 5.30 1. 58 Max Chl Dpth (ft) 7.81 Hydr. Depth (ft) 2.82 6.81 2 .20 Conv. Total (cfs) 40217.2 Conv. (cfs) 3527.9 25074.l 11615. 2 Length Wtd . (ft) 110.46 Wetted Per. (ft) 34.43 35.78 167.70 Min Ch El (ft) 275 .00 Shear (lb/sq ft) 0.44 1. 05 0.35 Alpha 2 .24 Stream Power (lb/ft s) 0 .82 5.58 0 .55 Frctn Loss (ft) 0.31 Cum Volume (acre-ft) 63.08 34 . 93 59. 29 C & E Loss (ft) 0.01 Cum SA (acres) 19 .93 3.34 17.48 CROSS SECTION RIVER: S .F. LICK CREEK REACH: S .F. Main RS : 5827. INPUT Description: Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1038 284 1105 282 1145 280 1170 278 1180 276 1183 275 1195 275 1200 276 1210 278 1248 280 1333 282 1380 282 .5 1438 284 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1038 .08 1170 .05 1210 .08 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 1170 1210 170 211 130 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G . Elev (ft) 282.78 Element Left OB Channel Right OB Vel Head (ft) 0.36 Wt. n-Val. 0.080 0.050 0.080 w.s . Elev (ft) 282.42 Reach Len. (ft) 170.00 211. 00 130.00 Crit W.S. (ft) Flow Area (sq ft) 145.00 252.67 258.42 E.G. Slope (ft/ft) 0.003171 Area (sq ft) 145.00 252.67 258 .42 Q Total (cfs) 2025.00 Flow (cfs) 227.15 1429.23 368.62 Top Width (ft) 281.14 Top Width (ft) 78.96 40.00 162.17 Vel Total (ft/s) 3 .09 Avg. Vel. (ft/s) 1.57 5.66 1 .43 Max Chl Dpth (ft) 7.42 Hydr. Depth (ft) 1 .84 6.32 1. 59 Conv . Total (cfs) 35962 .0 Conv. (cfs) 4034 .0 25381.7 6546.3 Length Wtd. (ft) 176 .93 Wetted Per . (ft) 79 .10 40.66 162.25 Min Ch El (ft) 275.00 Shear (lb/sq ft) 0.36 1. 23 0.32 Alpha 2 .44 Stream Power (lb/ft s) 0.57 6.96 0.45 Frctn Loss (ft) 0 .40 Cum Volume (acre-ft) 62.77 34.28 58.61 C & E Loss (ft) 0.07 Cum SA (acres) 19.79 3.24 17.12 CROSS SECTION RIVER: S.F. LICK CREEK REACH : S .F . Main RS: 5616. INPUT Description: Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 938 283 .6 1000 282.5 1080 282 1104 280 1113 276 1115 275 1125 275 1134 276 1138 278 1220 279 .1 1400 280 1430 284 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 938 .08 1104 .05 1138 .08 Bank Sta : Left Right Lengths: Left Channel Right Coeff Contr . Expan . 1104 1138 100 296 225 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 282 .30 Element Left OB Channel Right OB Vel Head (ft) 0 .12 Wt. n-Val . 0 .080 0 .050 0 .080 w.s. Elev (ft) 282.19 Reach Len. (ft) 100 .00 296 .00 225.00 Crit W.S. (ft) Flow Area (sq ft) 31. 41 203.94 791. 50 E.G. Slope (ft/ft) 0.001687 Area (sq ft) 31 . 41 203 .94 791.50 Q Total (cfs) 2025.00 Flow (cfs) 16 .62 796 .91 1211 . 46 Top Width (ft) 366 .72 Top Width (ft) 54 .30 34.00 278 .42 Vel Total (ft/s) 1. 97 Avg. Vel . (ft/s) 0 .53 3 .91 1. 53 Max Chl Dpth (ft) 7.19 Hydr. Depth (ft) 0 .58 6 .00 2 .84 Conv. Total (cfs) 49295 .3 Conv. (cfs) 404 .7 19399 .6 29491.1 Length Wtd . (ft) 230 .81 Wetted Per . (ft) 54 .39 35 .61 278 .58 Min Ch El (ft) 275.00 Shear (lb/sq ft) 0 .06 0 .60 0.30 Alpha 1. 91 Stream Power (lb/ft s) 0.03 2.36 0 .46 Frctn Loss (ft) 0.39 Cum Vo lume (acre-ft) 62.43 33.17 57.04 C & E Loss (ft) 0 .00 Cum SA (acres ) 19 .53 3.06 16.46 CROSS SECTION RIVER: S.F. LICK CREEK REACH: S.F. Main RS : 5320 . INPUT Description: Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 994 283 .4 1037 282 1086 280 1191 278 1260 278 1270 276 1273 275 1279 275 1300 276 1335 282 1415 284 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 994 .08 1260 .05 1335 .08 Bank Sta: Left Right Lengths : Left Channel Right Coe ff Contr. Expan. 1260 1335 70 120 180 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 281. 91 Element Left OB Channel Right OB Vel Head (ft) 0 .11 Wt. n-Val . 0 .080 0 .050 w.s . Elev (ft) 281. 80 Reach Len. (ft) 70 .00 120.00 180 .00 Crit W.S . (ft) Flow Area (sq ft ) 595 .89 338 .12 E .G. Slope (ft/ft) 0 .001700 Area (sq ft) 595 .89 338.12 Q Total (cfs) 2025.00 Flow (cfs) 891 .61 1133. 39 Top Width (ft) 291. 93 Top Width (ft) 218 .10 73 .83 Vel Total (ft/s) 2.17 Avg. Vel . (ft/s) 1. 50 3.35 Max Chl Dpth (ft) 6.80 Hydr. Depth (ft) 2.73 4.58 Conv. Total (cfs) 49120.2 Conv. (cfs) 21627 .6 27492.6 Length Wtd. (ft) 100.49 Wetted Per. (ft) 218.16 74. 71 Min Ch El (ft) 275.00 Shear (lb/sq ft) 0 .29 0.48 Alpha 1. 55 Stream Power (lb/ft s) 0 .43 1. 61 Frctn Loss (ft) 0.19 Cum Volume (acre-ft) 61. 71 31. 33 54.99 C & E Loss (ft) 0.01 Cum SA (acres) 19.22 2.69 15 .74 CROSS SECTION RIVER: S .F . LICK CREE K REACH: S .F . Main RS: 5200 . INPUT Description: Last Cypress Meadows Section Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1016 283.4 1051 282 1085 280 1192 278 1225 276 1227 274 1230 273 1240 273 1245 274 1254 276 1275 280 1329 282 1404 283 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1016 .08 1225 .05 1275 .08 Bank Sta: Left Right Lengths : Left Channel Right Coef f Contr . Expan. 1225 1275 200 100 150 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 281.71 Element Left OB Channel Right OB Vel Head (ft) 0.20 Wt . n-Val . 0 .080 0.050 0 .080 w.s. Elev (ft) 281.51 Reach· Len . (ft) 200.00 100.00 150 .00 Crit W.S. (ft) Flow Area (sq ft) 436.62 294 .45 30 .74 E.G. Slope (ft/ft) 0. 002132 Area {sq ft) 436.62 294.45 30.74 Q Total (cfs) 2025.00 Flow (cfs) 714. 22 1288.94 21. 84 Top Width (ft) 256.40 Top Width (ft) 165.65 50.00 40 .74 Vel Total (ft/s) 2.66 Avg. Vel. (ft/s) 1. 64 4 .38 0 .71 Max Chl Dpth (ft) 8.51 Hydr. Depth (ft) 2 .64 5.89 0 .75 Conv. Total (cfs) 43851.9 Conv. (cfs) 15466 .6 27912 .3 473.0 Length Wtd. (ft ) 142 .87 Wetted Per. (ft) 165 .78 51.69 40 .77 Min Ch El (ft) 273 .00 Shear (lb/sq ft) 0.35 0 .76 0 .10 Alpha 1. 86 Stream Power (lb/ft s) 0.57 3 .32 0 .07 Fr ctn Loss (ft) 0.51 Cum Volume (acre-ft ) 60.88 30.46 54 .93 C & E Loss (ft) 0 .01 Cum SA {acres) 18 .91 2 .52 15.66 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. CROSS SECTION RIVER: S .F. LICK CREEK REACH : S .F. Main RS: 5050. INPUT Description: Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 382 283 .4 419 281. 03 500 278.31 525 276.22 527 273.8 533 273 .37 535 278.07 560 277 .82 613 278 .11 668 279 .l 712 281.1 780 281.89 868 283 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 382 .08 525 .05 535 .08 Bank Sta : Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 525 535 238 210 130 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 281.19 Element Left OB Channel Right OB Vel Head {ft) 0.26 Wt. n -Val . 0.080 0.050 0 .080 w.s. Elev (ft) 280.93 Reach Len. (ft) 238.00 210 .00 130. 00 Crit W.S. (ft) Flow Area (sq ft) 194 .02 66.35 396.79 E.G. Slope (ft/ft) 0.007249 Area (sq ft) 194 .02 66.35 396.79 Q Total (cfs) 2025.00 Flow (cfs) 467.35 467.81 1089 .84 Top Width (ft) 286 .37 Top Width (ft) 103 .08 10.00 173.30 Vel Total (ft/s) 3 .08 Avg. Vel. (ft/s) 2 .41 7.05 2 .75 Max Chl Dpth (ft) 7.56 Hydr. Depth (ft) 1 .88 6.63 2.29 Conv. Total (cfs) 23784 .3 Conv. (cfs) 5489.2 54 94 . 6 12800.5 Length Wtd. (ft) 188.88 Wetted Per. (ft) 103.21 14.26 173.35 Min Ch El (ft) 273.37 Shear {lb/sq ft) 0.85 2 .11 1.04 Alpha 1. 78 Stream Power (lb/ft s ) 2 .05 14 .84 2 .85 Frctn Loss (ft) 0 .45 Cum Volume (acre-ft) 59.43 30 .04 54 .19 C & E Loss (ft) 0.04 Cum SA (acres) 18 .29 2.45 15.29 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 . CROSS SECTION REACH: S.F. Main INPUT RIVER: S.F. LICK CREEK RS: 4 93 0. Description: New Section Added 10-20-99 Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev 0 282 .8 57 280 117 279 228 275 .97 292 273 .64 296 273 .64 Sta Elev Sta Elev 190 277.5 227 277 300 275 .97 331 277.53 375 279 Manning's n Values Sta n Val 0 . 08 458 282 .81 num= Sta n Val 228 . 05 3 Sta 300 n Val .08 Bank Sta: Left 228 Right 300 Lengths : Left Channel 150 180 Right 250 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S . (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd . (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) CROSS SECTION REACH: S.F. Main INPUT Description: Station Elevation Profile #PF 1 280.70 0 .12 280.58 0. 001181 2025.00 364.15 1. 96 6 .94 58920.l 209 .11 273 .64 2 .02 0.23 0 .02 Element Wt . n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) RIVER : S.F . LICK CREEK RS: 4810 . Coef f Contr. .1 Left OB 0 .080 150 .00 365 .29 365.29 369.35 182 .77 1. 01 2 .00 10746 .9 183 .25 0.15 0 .15 57 .90 17.51 Sta Elev 900 283 1251 271.91 Data Sta 1145 1258 num= Elev 280 .78 276 .07 10 Sta 1221 1316 Elev 279 .59 276 .05 Sta 1242 1466 Elev 274 .96 276 Sta 1246 1666 Manning's n Values Sta n Val 900 .08 num= Sta n Val 1242 . 05 3 Sta 1258 n Val .08 Bank Sta: Left 1242 Right 1258 Lengths: Left Channel Right 200 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 300 100 Profile #PF 1 280.45 0 .05 280.40 0 .001007 2025 .00 406 .48 1. 50 8.59 63813 .5 204 .45 271. 81 1. 54 0 .30 0.01 Element Wt. n-Val. Reach Len . (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per . (ft) Shear (lb/sq ft ) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Coeff Contr. .1 Left OB 0.080 300.00 86.37 86.37 56 .92 72.55 0 .66 1 .19 1793.6 73.06 0.07 0 .05 57.13 17.07 Expan. . 3 Channel 0 .050 180 .00 420.33 420.33 1383.34 72 . 00 3.29 5.84 40250.2 72 .67 0.43 1. 40 28 .87 2.26 Elev 271. 81 284 Expan. . 3 Channel 0 .050 100.00 115. 58 115. 58 373.33 16 .00 3 .23 7 .22 11764. 8 18 .24 0 . 40 1. 29 27.76 2 .07 Right OB 0 .080 250.00 247.59 247 .59 272. 30 109 .38 1.10 2.26 7923.0 109 .48 0.17 0.18 53 .23 14 .86 Right OB 0 .080 200.00 1149. 07 1149. 07 1594.75 317.93 1. 39 3.61 50255.l 318.02 0.23 0 .32 49.23 13.64 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 . CROSS SECTION REACH : S.F. Main INPUT RIVER : S .F. LICK CREEK RS : 4580 . Description: Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev sos 2Bl.9 SSS 27B S93 277 .9 66B 276.42 73S 276.24 739 271.S 746 271. s 7SO 27S.72 B30 27B 933 2B0 .2 1013 2B2.6 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val sos .OB 73S .OS 7SO .OB Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan . 73S 7SO 170 340 270 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 2B0.14 Element Left OB Channel Right OB Vel Head (ft) 0.12 Wt . n-Val. O.OBO o.oso 0.0BO w.s . Elev (ft) 2B0 .02 Reach Len. (ft) 170.00 340.00 270.00 Crit W.S . (ft) Flow Area (sq ft) S67 .26 109 .93 34B.92 E.G. Slope (ft/ft) 0 .0023B2 Area (sq ft) S67 .26 109.93 34B.92 Q Total (cfs) 202S.OO Flow (cfs) 1010 .04 Sl3.S3 SOl.42 Top Width (ft) 39S.6B Top Width (ft) 20S.94 lS.00 174.73 Vel Total (ft/s) 1. 97 Avg. Vel . (ft/s) 1. 7B 4.67 1.44 Max Chl Dpth (ft) B.S2 Hydr . Depth (ft) 2.7S 7.33 2.00 Conv. Total (cfs) 4149S.3 Conv. (cfs) 20697.3 10S23 .l 1027S.O Length Wtd. (ft) 226 .2S Wetted Per. (ft) 206.04 19 .02 174.79 Min Ch El (ft) 271. so Shear (lb/sq ft) 0 .41 O.B6 0.30 Alpha 1. 96 Stream Power (lb/ft s) 0.73 4.01 0.43 Frctn Loss (ft) 0 . 71 Cum Volume (acre-ft) S4.BB 27.SO 4S.79 C & E Loss (ft) 0.01 Cum SA (acres) 16 .11 2.04 12 .Sl CROSS SECTION RIVER: S.F. LICK CREEK REACH: S.F. Main RS: 4310 . INPUT Description: Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 730 2B0 .3 1000 277.9 1030 27S.9S 1090 274.97 11S3. s 274.S2 llSB. s 271. 2B 116S 274.S4 1174 27S.Sl 11B3 277.Sl 119B 27B.96 1261 2Bl.16 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 730 .OB 11S3 . s .OS 116S .OB Bank Sta: Left Right Lengths : Left Channel Right Coef f Contr. Expan . 11S3. s 116S 4SO 4SO 4SO .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 279 .43 Element Left OB Channel Right OB Vel Head (ft) O.lB Wt. n-Val. O.OBO o.oso O.OBO w.s . Elev (ft) 279.2S Reach Len. (ft) 4S0 .00 4SO .OO 4SO.OO C:rit w.s. (ft) Flow Area (sq ft) 6B4.93 72 . 93 79.01 E.G. Slope (ft/ft) 0 .004316 Area (sq ft) 6B4.93 72.93 79.01 Q Total (cfs) 202S.OO Flow (cfs) 1432 .76 444 .33 147 .90 Top Width (ft) 3S7.Bl Top Width (ft) 30S.OB 11 . so 41. 23 Vel Total (ft/s) 2.42 Avg. Vel. (ft/s) 2.09 6.09 1. B7 Max Chl Dpth (ft) 7.97 Hydr. Depth (ft) 2.2S 6.34 1.92 Conv. Total (cfs) 30B23 .7 Conv. (cfs) 21BOB .9 6763.4 22Sl. 3 Length Wtd. (ft) 4SO.OO Wetted Per. (ft) 30S.16 13 .23 41.SB Min Ch El (ft) 271.2B Shear (lb/sq ft) 0 .60 1. 49 0.Sl Alpha 1.96 Stream Power (lb/ft s) 1 .27 9.0S 0.96 Frctn Loss (ft) 1 .61 Cum Volume (acre-ft) S2.43 26 .79 44.46 C & E Loss (ft) 0.01 Cum SA (acres) lS .11 1. 94 ll.B4 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. CROSS SECTION RIVER: S.F. LICK CREEK REACH: S.F . Main RS: 3860. INPUT Description : Station Elevat ion Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 600 280.8 1000 276.85 1048 275 1068 272. 98 1111 273.3 1120 272. 25 1137 268 .93 1141 268.93 1145 272.98 1175 275 . 13 1203 275 .75 1275 280 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 600 .08 1120 .05 1145 .08 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 1120 1145 110 110 110 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 277.80 Element Left OB Channel Right OB Vel Head (ft) 0.28 Wt. n-Val . 0.080 0.050 0.080 w.s. Elev (ft} 277.52 Reach Len. (ft} 110. 00 110 . 00 110. 00 Crit W.S. (ft} Flow Area (sq ft} 401.15 178.46 188 .83 E.G. Slope (ft/ft} 0.003021 Area (sq ft} 401.15 178 .46 188.83 Q Total (cfs} 2025.00 Flow (cfs) 678.35 1026.29 320.36 Top Width (ft} 300.97 Top Width (ft) 187.96 25.00 88.01 Vel Total (ft/s) 2.64 Avg. Vel. (ft/s} 1. 69 5.75 1. 70 Max Chl Dpth (ft) 8.59 Hydr. Depth (ft} 2.13 7.14 2 .15 Conv. Total (cfs} 36843.1 Conv. (cfs) 12342.0 18672 . 5 5828.6 Length Wtd. (ft) 110 . 00 Wetted Per. (ft) 188.17 27.01 88.14 Min Ch El (ft) 268 .93 Shear (lb/sq ft) 0.40 1. 25 0 .40 Alpha 2.62 Stream Power (lb/ft s} 0.68 7.17 0.69 Frctn Loss (ft} 0.29 Cum Volume (acre-ft} 46.82 25.49 43.08 C & E Loss (ft} 0.04 Cum SA (acres} 12.57 1. 75 11.17 CROSS SECTION RIVER: S.F. LICK CREEK REACH: S.F. Main RS: 3665. INPUT Description : Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 950 279.6 1000 276 1086 272. 5 1087 268.7 1100 268.7 1101 272 1245 276 1300 279.75 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 950 .08 1086 .05 1101 .08 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1086 1101 30 80 55 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft} 277.47 Element Left OB Channel Right OB Vel Head (ft} 0.15 Wt. n-Val. 0.080 0.050 0.080 W.S . Elev (ft} 277.32 Reach Len . (ft} 30 .00 80.00 55.00 Crit W.S . (ft} Flow Area (sq ft} 275.92 125. 72 490.55 E.G. Slope (ft/ft) 0.002401 Area (sq ft} 275.92 125. 72 490.55 Q Total (cfs} 2025.00 Flow (cfs) 480.01 615.90 929.09 Top Width (ft) 282.64 Top Width (ft} 104.31 15.00 163.33 Vel Total (ft/s) 2.27 Avg . Vel . (ft/s} 1. 74 4.90 1. 89 Max Chl Dpth (ft} 8.62 Hydr. Depth (ft} 2.65 8.38 3.00 Conv. Total (cfs} 41322. 5 Conv. (cfs} 9795.2 12568.2 18959.1 Length Wtd. (ft} 56.79 Wetted Per. (ft) 104 .43 20.38 163 .43 Min Ch El (ft} 268.70 Shear (lb/sq ft} 0.40 0.92 0.45 Alpha 1 .88 Stream Power (lb/ft s} 0.69 4 .53 0 .85 Frctn Loss (ft ) c & E Loss (ft) 0 .01 0.02 Cum Volume (acre-ft) Cum SA (acres) 45 .97 12 .20 25 .11 1. 70 42.22 10 .85 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 . CROSS SECTION REACH : S .F. Main INPUT Description: 14' Station Elevation Sta Elev 936 279.6 us of Data RIVER: S.F. LICK CREEK RS : 3610. longmire culvert num= 11 Sta Elev Sta Elev 986 276 1043 274 Sta Elev Sta 1076 272 1094 1106 267.97 1115 268 1144 273 1219 273.65 1243 1293 279.5 Manning's n Values Sta n Val 936 .025 Sta 1094 Bank Sta: Left Right 1094 1115 num= n Val .018 Lengths : 3 Sta 1115 Left 14 n Val .025 Channel 14 Right 14 Ineffective Flow num= 2 Sta L Sta R Elev 936 1076 276.92 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S . Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) Sta L Sta R Elev 1144 1293 276 .92 Profile #PF 1 277.43 0.08 277.35 273.08 0.000091 2025.00 2 95. 04 1. 70 9.38 212284 .7 14 . 00 267.97 1. 86 0 .00 0.02 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs ) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) CROSS SECTION REACH : S.F. Main RIVER: S.F. LICK CREEK RS : 3596. INPUT Description: us face of longmire culvert Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Coeff Contr. . 3 Left OB 0.025 14.00 422.46 422 .46 532.81 126.75 1. 26 3.33 55855 .3 127 .33 0 .02 0 .02 45.73 12.12 Elev Sta 2200 277.96 2250 277 .5 2300 276 2350 274.65 2396 2396 267.6 2427.5 267.6 2427.5 273.6 2550 276.7 2600 277.86 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 2200 .025 2396 .018 2427.5 .025 Bank Sta: Left Right Lengths: Left Channel 2396 2427.5 61 61 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 2200 2396 276.92 2427 .5 2600 276.92 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 277.41 Element 2450 Right 61 273.5 2500 Coeff Contr. . 3 Left OB Elev 268 276 Expan . . 5 Channel 0.018 14.00 196 .67 196 .67 688 .06 21.00 3.50 9.37 72130.8 21. 00 0.05 0.19 24.81 1.66 Elev 273 .5 274.25 Expan. . 5 Channel Right OB 0.025 14 .00 574 .14 574.14 804.13 147.29 1. 40 3 .90 84298.5 147 .88 0 .02 0 .03 41. 55 10.66 Right OB Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 0.16 277 .25 272.63 0 .000174 2025.00 315.37 2.20 9.65 153471.6 61. 00 267.60 2 .11 Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) CULVERT REACH: S.F. Main RIVER: S .F. LICK CREEK RS: 3567 . INPUT Description: Distance from Upstream XS Deck/Roadway Width Weir Coefficient Bridge Deck/Roadway Skew 1 57 3 Upstream Deck/Roadway Coordinates num= 7 0.025 61. 00 268.34 268.34 328.29 137.67 1.22 1. 95 24880.9 137.72 0 .02 0.03 45.62 12.08 Sta Hi Cord Lo Cord 2200 277 . 96 Sta Hi Cord Lo Cord 2300 277.46 Sta Hi Cord Lo Cord 2375 277 2400 276 .92 2600 277.86 2425 276.99 Upstream Bridge Cross Section Data Station Elevation Data num= Sta El ev Sta Elev 2200 277.96 2250 277.5 12 Sta 2300 2500 277.36 Sta 2396 0.018 61.00 303.97 303.97 1212 .05 31. so 3.99 9.65 91859.3 43.40 0.08 0.30 24.73 1. 65 Elev 273.5 2396 2550 267.6 2427.5 267.6 2427.5 Elev 276 273.6 Sta 2350 2450 Elev 274.65 273.5 2500 274.25 276.7 2600 277.86 Manning's n Values Sta n Val Sta 2396 2200 . 025 Bank Sta: Left 2396 Ineffective Flow Sta L Sta R 2200 2396 Right 2427.5 num= Elev 276.92 num= n Val .018 3 Sta 2427.5 Coeff Contr. . 3 Sta L 2427 .5 2 Sta R 2600 Downstream Deck/Roadway Coordinates num= 7 n Val .025 Expan. . 5 Elev 276.92 Sta Hi Cord Lo Cord 2200 277 .96 Sta Hi Cord Lo Cord 2300 277.46 2400 276 .92 2600 277.86 Downstream Bridge Station Elevation Sta Elev 2200 277.96 2396 2550 267.48 276 Manning's n Values Sta n Val 2200 .025 2425 276.99 Cross Section Data Data num= 12 Sta Elev Sta 2250 277.5 2300 2427.5 267.48 2600 277 .86 Sta 2396 num= n Val .018 2427 .5 3 Sta 2427.5 Bank Sta: Left 2396 Ineffective Flow Sta L Sta R Right 2427.5 Coeff Contr. . 3 num= 2 Elev Sta L Sta R Elev 276.2 273.5 n Val .025 Expan. . 5 Elev Sta Hi Cord Lo Cord 2375 277 2500 277.36 Sta 2350 2450 Elev 273.85 273 Sta 2396 2500 Elev 273.4 273.5 0.025 61.00 347.26 347 .26 484.66 146 .21 1.40 2.38 36731.3 146.28 0.03 0.04 41. 40 10 .61 2200 2396 276 .92 2427 .5 Upstream Embankment side slope Downstream Embankment side slope 2600 276.92 Maximum allowable submergence for weir flow Elevation at which weir flow begins 4 horiz. to 1.0 vertical 4 horiz. to 1.0 vertical .95 276.92 Energy head used in spillway design Spillway height used in design Weir crest shape Number of Culverts 1 Culvert Name Shape Rise Longmire Dr Box 7.7 FHWA Chart # 8 -flared wingwalls Span 10 Broad Crested FHWA Scale # 1 -Wingwall flared 30 to 75 deg . Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length n Value Entrance Loss Coef . 5 1 57 .014 Number of Barrels = 3 Upstream Elevation Centerline Stations Sta . Sta. 2401 2411. 5 Sta. 2422 267.6 Downstream Elevation= 267.48 Centerline Stations Sta . Sta. Sta. 2401 2411.5 2422 CULVERT OUTPUT Profile #PF 1 Culvert ID : Longmire Dr Culv Q (cfs) 1938.63 # Barrels 3 Q Barrel (cfs) 646.21 E.G. us. (ft) 277.40 w.s. us. (ft) 277.25 Delta EG (ft) 0.80 Delta ws (ft) 1. 61 E.G. IC (ft) 276.04 Culv Vel In (ft/s) Culv Vel Out (ft/s) Culv Inv El Up (ft) Culv Inv El Dn (ft) Culv Frctn Ls (ft) Culv Ext Lss (ft) Culv Ent Lss (ft) Q Weir (cfs) Exit Loss Coef 1 8.39 8.39 267.60 267.48 0.13 0.13 0.55 86 .37 E.G. oc (ft) 277 .40 Weir Sta Lft (ft) 2309.54 Culvert Control Outlet Weir Sta Rgt (ft) 2508.30 Culv ws In (ft) 275 .30 Weir Submerg 0.00 Culv WS Out (ft) 275 .18 Weir Max Depth (ft) 0.48 Culv Nml Depth (ft) Weir Avg Depth (ft) 0.26 Culv Crt Depth (ft) 5 .06 Wr Flw Area (sq ft) 52.50 Culv Ful Lngh (ft) 57.00 Min Top Rd (ft) 276.92 CROSS SECTION RIVER: S .F. LICK CREEK REACH: S.F. Main RS: 3538 . INPUT Description: ds of longmire culvert Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 2200 277.96 2250 277.5 2300 276.2 2350 273.85 2396 273.4 2396 267 .48 2427.5 267 .48 2427.5 273 .5 2450 273 2500 273.5 2550 276 2600 277 .86 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 2200 .025 2396 .018 2427 .5 .025 Bank Sta: Left Right Lengths: Left 2396 2427.5 18 Channel Right 18 18 Coeff Contr . . 3 Expan. . 5 Ineffectiv e Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 2200 2396 276.92 2427 .5 2600 276 .92 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 276 .60 Element Left OB Channel Right OB Vel Head (ft) 0.96 Wt . n-Val. 0 .018 w.s . Elev (ft) 27S .64 Reach Len. (ft) 18.00 18.00 18.00 Crit W.S. (ft) 272.Sl Flow Area (sq ft ) 2S6.94 E.G. Slope (ft/ft) 0.000852 Area (sq ft) 126 .Sl 2S6.94 218. 71 Q Total (cfs) 202S.OO Flow (cfs) 202S.OO Top Width (ft) 230 .7S Top Width (ft) 84.02 31.SO llS . 24 Vel Total (ft/s) 7 .88 Avg. Vel. (ft/s) 7.88 Max Chl Dpth (ft) 8 .16 Hydr. Depth (ft) 8.16 Conv. Total (cfs) 69371. 8 Conv. (cfs) 69371.8 Length Wtd. (ft) 18.00 Wetted Per. (ft) 43.44 Min Ch El (ft) 267 .48 Shear (lb/sq ft) 0 .31 Alpha 1. 00 Stream Power (lb/ft s) 2.48 Frctn Loss (ft) 0.01 Cum Volume (acre-ft) 4S.34 24 .34 41. 00 C & E Loss (ft) 0.33 Cum SA (acres) 11 . 92 1. 61 10 .43 Warning: The velocity head has changed by more than O.S ft (O .lS 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. CROSS SECTION REACH: S.F. Main RIVER: S.F. LICK CREEK RS : 3520 . INPUT Description: ds of ex longmire culvert Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev 272. s 268 Sta 1063 1107 969 277 .6 1018 273 .S 1043 1075 267.36 1083 267 .36 1087 1266 277.86 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 969 .02S 1063 .018 1087 .02S Bank Sta: Left Right Lengths: Left Channel Right 1063 1087 so so so CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 276 .26 Element Vel Head (ft) 0.30 Wt. n-Val. W.S. Elev (ft) 27S.96 Reach Len. (ft) Crit W.S. (ft) Flow Area (sq ft) E.G. Slope (ft/ft) 0 . 000272 Area (sq ft) Q Total (cfs) 202S.OO Flow (cfs) Top Width (ft) 218.98 Top Width (ft) Vel Total (ft/s) 2.9S Avg. Vel. (ft/s) Max Chl Dpth (ft) 8.60 Hydr. Depth (ft) Conv. Total (cfs) 122867 .3 Conv. (cfs) Length Wtd. (ft) S0 .00 Wetted Per. (ft) Min Ch El (ft) 267.36 Shear (lb/sq ft) Alpha 2.2S Stream Power (lb/ft Frctn Loss (ft) 0.02 Cum Volume (acre-ft) C & E Loss (ft) 0.09 Cum SA (acres) s) Elev 268 273 Sta 1067 1209 Coe ff Contr. .3 Left OB 0.02S S0.00 224.27 224.27 4SS.96 74.39 2 .03 3.01 2766S.4 7S.Ol o.os 0.10 4S.27 11. 89 Elev 267 .36 276 Expan. .s Channel 0.018 S0.00 203.81 203.81 llSO. 9S 24.00 S .6S 8.49 69834.3 24.10 0.14 0.81 24.24 1 .60 Right OB 0.025 S0.00 258.00 2S8.00 418.09 120.60 1. 62 2.14 2S367.6 121. 26 0.04 0 .06 40 .90 10.38 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. CROSS SECTION REACH: S.F . Main INPUT Description: RIVER : S.F. LICK CREEK RS: 3467. Station Elevation Data num= 11 Sta Sta Elev Sta Elev Elev Sta Elev Sta Elev 9S7 278.7S lOOS 27S 1038 274.S 10S3 274 1077.S 268 1086 267.03 109S 268 1107 271 llSS 272 .6 1282 274 1332 278.7S Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 9S7 .08 10S3 .OS 1107 .08 Bank Sta : Left Right Lengths : Left Channel Right Coef f Contr. Expan. 10S3 1107 S7 S7 S7 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 276 .lS Element Left OB Channel Right OB Vel Head (ft) 0 .13 Wt. n-Val . 0 .080 o.oso 0.080 w.s. Elev (ft) 276.02 Reach Len. (ft) S7 .00 S7 .00 S7 .00 Crit W.S . (ft) Flow Area (sq ft) 7S .31 3S0.24 S70 .10 E.G. Slope (ft/ft ) 0. 00118S Area (sq ft) 7S .31 3S0.24 S70 .10 Q Total (cfs) 202S .OO Flow (cfs) SS.33 1228.00 741.67 Top Width (ft) 311.39 Top Width (ft) 61 .10 S4.00 196 .30 Vel Total (ft/s) 2.03 Avg. Vel. (ft/s) 0.73 3.Sl 1.30 Max Chl Dpth (ft) 8.99 Hydr. Depth (ft) 1. 23 6 . 49 2.90 Conv. Total (cfs) S882S.l Conv. (cfs) 1607.3 3S672.6 21S4S.3 Length Wtd. (ft) S7.00 Wetted Per. (ft) 61.lS SS.20 196.43 Min Ch El (ft) 267.03 Shear (lb/sq ft) 0.09 0.47 0.21 Alpha 1.96 Stream Power (lb/ft s) 0 .07 1. 6S 0 .28 Fr ctn Loss (ft) 0.08 Cum Volume (acre-ft) 4S.10 23.92 40.43 C & E Loss (ft) 0.01 Cum SA (acres) 11.81 1. SS 10.20 CROSS SECTION RIVER : S.F. LICK CREEK REACH: S.F. Main RS : 3410. INPUT Description: Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 137S 278.4 1410 27S 14S9 274 lSlO 271.47 1Sl4 266 .68 1S21 266.68 1S2S 271.29 1S46 272 1627 273.33 1702 272 1727 274 17S7 278.S Manning 's n Values num= 3 Sta n Val Sta n Val Sta n Val 137S .08 lSlO .OS 1S2S .08 Bank Sta : Left Right Lengths: Left Channel Right Coe ff Contr. Expan. lSlO 1S2S 210 210 210 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 276 .06 Element Left OB Channel Right OB Vel Head (ft) 0.10 Wt . n-Val . 0 .080 o.oso 0 .080 w.s. Elev (ft) 27S.96 Reach Len. (ft) 210 .00 210 .00 210.00 Crit W.S . (ft) Flow Area (sq ft) 240.27 120.33 690.49 E.G. Slope (ft/ft) 0 .001817 Area (sq ft) 240.27 120.33 690 .49 Q Total (cfs) 202S .OO Flow (cfs) 320.36 SlS.64 1189.00 Top Width (ft) 339.87 Top Width (ft) 109.84 lS .00 21S .04 Vel Total (ft/s ) 1. 93 Avg. Vel. (ft/s) 1. 33 4 .29 1. 72 Max Chl Dpth (ft) 9.28 Hydr. Depth (ft) 2 .19 8 .02 3 .21 Conv. Total (cfs) 47S03.l Conv. (cfs) 7SlS .2 12096.0 27892.0 Length Wtd. (ft ) 210.00 Wetted Per. (ft) 109.96 19.34 21S.30 Min Ch El (ft) 266.68 Shear (lb/sq ft) 0.2S 0.71 0.36 Alpha 1.80 Stream Power (lb/ft s) 0.33 3.02 0.63 Frctn Loss (ft) 0.4S Cum Volume (acre-ft) 44 .89 23 .62 39.60 C & E Loss (ft) 0 .02 Cum SA (acres) 11 .70 l .Sl 9.93 CROSS SECTION RIVER: S.F. LICK CREEK REACH: S.F . Main RS: 3200 . INPUT Description : Station Elevation Data num; 10 Sta Elev Sta Elev Sta Elev Sta 500 277.72 659 274.75 685 273.84 705 745 265 .63 756 265 .63 759 271.17 840 Manning 's n Values num; 3 Sta n Val Sta n Val Sta n Val 500 .08 725 .OS 759 .08 Bank Sta: Left Right Lengths: Left Channel Right 725 759 330 330 330 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 275.59 Element Vel Head (ft) 0.33 Wt . n -Val. w.s. Elev (ft) 275.26 Reach Len. {ft) Crit W.S. (ft) Flow Area (sq ft) E.G. Sl ope (ft/ft) 0.002562 Area (sq ft) Q Total (cfs) 2025 .00 Flow (cfs) Top Width (ft) 275.26 Top Width (ft) Vel Total (ft/s) 2.92 Avg. Vel. (ft/s) Max Chl Dpth (ft) 9.63 Hydr. Depth (ft) Conv. Total (cfs) 40004.5 Conv. {cfs) Length Wtd. (ft) 330.00 Wetted Per. (ft) Min Ch El (ft) 265.63 Shear (l b/sq ft) Alpha 2.47 Stream Power (lb/ft Frctn Loss (ft) 0.74 Cum Volume (acre-ft) C & E Loss (ft) 0.07 Cum SA (acres) CROSS SECTION REACH: S.F. Main RIVER : S.F. LICK CREEK RS: 2880 . INPUT Description: Station El evation Data num; 12 Sta Elev Sta Elev Sta Elev Sta 1000 276.8 1100 276.3 1200 275.5 1300 1332 265.44 1336 264.95 1340 265 .51 1343 1627 274.2 1784 278.7 Manning 's n Values num; 3 Sta n Val Sta n Val Sta n Val 1000 .08 1330 .05 1343 .08 Bank Sta: Left Right Lengths: Left Channel Right 1330 1343 350 350 350 CROSS SECTION OUTPUT Profile #PF 1 E .G. Elev (ft) 274.78 Element Vel Head (ft) 0 .11 Wt. n-Val . w.s. Elev (ft) 274 .67 Reach Len. (ft) Crit W.S . (ft) Flow Area (sq ft) E .G. Slope (ft/ft) 0.001991 Area (sq ft) Q Total (cfs) 2025 .00 Flow (cfs) Top Width (ft) 413.25 Top Width (ft) Vel Total (ft/s) 1.84 Avg. Vel. (ft/s) Max Chl Dpth (ft) 9.72 Hydr. Dep th (ft) Conv . Total {cfs) 45387.l Conv. (cfs) Length Wtd . (ft) 350.00 Wetted Per. (ft) Min Ch El (ft) 264.95 Shear (lb/sq ft) Alpha 2.07 Stream Power (lb/ft Fr ctn Loss (ft) 0 .40 Cum Volume (acre-ft) C & E Loss (ft) 0.01 Cum SA (acres) Elev Sta Elev 273.18 725 271.5 273 .34 1078 280.17 Coef f Contr. Expan. .1 .3 Left OB Channel Right OB 0.080 0.050 0.080 330.00 330.00 330.00 125.51 260.43 307.73 125.51 260.43 307.73 143.66 1409.98 471.36 93.34 34 .00 147.93 1.14 5.41 1. 53 1 .34 7 .66 2.08 2838.1 27854.6 9311. 8 93.44 38.14 147.98 0.21 1. 09 0.33 s) 0.25 5 .91 0 .51 44 .01 22.70 37 .20 11.21 1. 39 9.05 Elev Sta Elev 272 . 75 1330 269.35 269 .56 1527 272. 46 Coe ff Contr. Expan. .1 .3 Left OB Channel Right OB 0.080 0.050 0 .080 350.00 350.00 350.00 175.68 111. 62 811.45 175.68 111. 62 811. 45 211. 88 509.01 1304 .10 99.84 13. 00 300.42 1. 21 4 .56 1. 61 1. 76 8.59 2.70 4749.1 11408. 7 29229.4 100.06 17.50 300.46 0.22 0.79 0.34 s) 0.26 3.61 0 .54 42.87 21. 29 32.96 10 .48 1. 21 7.35 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. CROSS SECTION REACH: S .F . Main RIVER : S.F. LICK CREEK RS : 2560. INPUT Description: Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta 1000 277.12 1206 274.15 1390 272.16 1469 14B4 263.7B 1493 26B .97 1560 269.4B 1660 1B24 276 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .OB 1469 .05 1493 .OB Bank Sta : Left Right Lengths: Left Channel Right 1469 1493 50 50 50 CROSS SECTION OUTPUT Profile #PF 1 E .G. Elev (ft) 274 .37 Element Vel Head (ft) 0.06 Wt. n-Val . W.S. Elev (ft) 274 .30 Reach Len . (ft) Crit W.S. (ft) Flow Area (sq ft) E .G. Slope (ft/ft) 0.000739 Area (sq ft) Q Total (cfs) 2025.00 Flow (cfs) Top Width (ft) 552.03 Top Width (ft) Vel Total (ft/s) 1. 29 Avg . Vel. (ft/s) Max Chl Dpth (ft) 10 .52 Hydr . Depth (ft) Conv. Total (cfs) 74515.4 Conv. (cfs) Length Wtd. (ft ) 50.00 Wetted Per. (ft) Min Ch El (ft) 263.7B Shear (lb/sq ft) Alpha 2.46 Stream Power (lb/ft Frctn Loss (ft) 0.01 Cum Volume (acre-ft) C & E Loss (ft) 0.09 Cum SA (acres) Elev Sta Elev 26B.B7 1475 264.15 271.3B 1740 274.14 Coef f Contr. Expan. . 3 . 5 Left OB Channel Right OB O.OBO 0 .050 O.OBO 50.00 50 .00 50 .00 511 .44 211.16 B51 .70 511. 44 211.16 B51 .70 391.62 671. 43 961.95 273.65 24 .00 254.3B 0 .77 3.lB 1.13 1. B7 B.BO 3.35 14410.6 24707.0 35397.7 273.73 27.03 254 .45 0.09 0 .36 0.15 s) 0.07 1.15 0.17 40 .11 19 .99 26.2B B.9B 1. 06 5 .13 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 . CROSS SECTION REACH : S .F . Main INPUT Description: This is U.S . OF SH 6 CULVERT a RIVER: S.F. LICK CREEK RS: 2540. REPEATED section . Station Elevation Data num= 7 Sta Elev Sta Elev Sta Elev 1000 275 .41 1240 275.41 1240 260.94 1272 275.41 1500 275.41 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .OB 1240 . 013 1272 .OB Bank Sta: Left Right Lengths : Left Channel 1240 1272 302 302 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 1240 275.41 1272 1500 275.41 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 274.26 Element Vel Head (ft) 0 .37 Wt. n-Val . w.s . Elev (ft) 273 .B9 Reach Len. Crit W.S. (ft) 265.93 Flow Area Sta 1250 Right 302 (ft) (sq ft) E .G. Slope (ft/ft) 0.000132 Area (sq ft) Q Total (cfs) 2025.00 Flow (cfs) Top Width (ft) 32.00 Top Width (ft) Elev Sta 260 .94 1272 Coeff Contr . . 3 Left OB 302.00 Elev 260.94 Expan. . 5 Channel 0.013 302 .00 414.42 414.42 2025.00 32.00 Right OB 302 .00 Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 4.89 12.95 175925 .6 302.00 260.94 1. 00 Avg. Vel . (ft/s ) Hydr. Depth (ft) Conv. (cfs) Wetted Per . (ft) Shear (lb/sq f t) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) CULVERT REACH: S .F. Main RIVER : S .F . LICK CREEK RS : 2375. INPUT Description: SH 6 CULVERT Distance from Upstream XS o Deck/Roadway Width 302 Weir Coefficient 3 Bridge Deck/Roadway Skew Upstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord 1240 275 .41 Sta Hi Cord Lo Cord 1272 275 .41 Upstream Bridge Cross Section Data Station Elevation Data Sta Elev Sta 1000 275.41 1240 num= Elev 275 .41 7 Sta 1240 Elev 260.94 Sta 1250 Elev 260.94 1272 275.41 1500 275.41 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .08 1240 .013 1272 .08 Bank Sta: Left Right Coef f Contr . Expan . 124 0 1272 . 3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 1240 275 .41 1272 1500 275.41 Downstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord 1240 275.41 Sta Hi Cord Lo Cord 1272 275 .41 Downstream Bridge Cross Section Data Station Elevation Data num= 7 Sta Elev Sta Elev Sta Elev 1000 275.41 1240 275.41 1240 260.94 1272 275.41 1500 275.41 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .08 1240 .013 1272 .08 Bank Sta: Left Right Coef f Contr. Expan . 1240 1272 . 3 . 5 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 1240 275.41 1272 1500 275.41 Sta Elev 1250 260.94 39.81 8 .82 Sta 1272 Sta 1272 4.89 12.95 175925 .6 57 .90 0 .06 0 .29 19 .63 1 .03 Elev 260 .94 Elev 260 .94 Upstream Embankment side slope Downstream Embankment side slope Maximum allowable submergence for weir flow Elevation at which weir flow begins 0 horiz. to 1 .0 vertical 0 horiz. to 1 .0 vertical .95 Energy head used in spillway design Spillway height used in design Weir crest shape Number of Culverts 1 275.41 Broad Crested 25 .79 4.98 Culvert Name Shape Rise Span Hwy 6 S Box 10 10 FHWA Chart # 8 -flared wingwalls FHWA Scale # 1 -Wingwall flared 30 to 75 deg . Solution Criteria : Highest U.S. EG Culvert Upstrm Dist Length n Value Entrance Loss Coef 1 324 .014 .5 Number of Barrels : 3 Upstream Elevation 260.94 Centerline Stations Sta. Sta. Sta. 1245 1255.5 1266 Downstream Elevation : 260 .94 Centerline Stations Sta. Sta. Sta. 1245 1255 .5 1266 CULVERT OUTPUT Profile #PF 1 Culvert ID : Hwy 6 S Culv Q (cfs) 2025.00 # Barrels 3 Q Barrel (cfs) 675.00 E.G. us. (ft) 274.27 W.S. us . (ft) 273.89 Delta EG (ft) 0.88 Delta WS (ft) 1.07 E.G. IC (ft) 269 .31 E.G. oc (ft) 274.27 Culvert Control Outlet Culv ws In (ft) 270.94 Culv ws Out (ft) 270.94 Culv Nml Depth (ft) Culv Crt Depth (ft) 5 .21 Culv Ful Lngh (ft) 324.00 CROSS SECTION RIVER: S.F. REACH: S.F. Main RS: 2210. INPUT Description: Station Elevation Data num: Sta Elev Sta Elev Culv Vel In (ft/s) Culv Vel Out (ft/s) Culv Inv El Up (ft) Culv Inv El Dn (ft) Culv Frctn Ls (ft) Culv Ext Lss (ft) Culv Ent Lss (ft) Q Weir (cfs) Weir Sta Lf t (ft) Weir Sta Rgt (ft) Weir Submerg Weir Max Depth (ft) Weir Avg Depth (ft) Wr Flw Area (sq ft) Min Top Rd (ft) LICK CREEK 7 Sta Elev Sta Exit Loss Coef 1 6.75 6.75 260.94 260.94 0. 39 0.14 0.35 275.41 Elev Sta Elev 1000 275.41 1240 275.41 1240 260.94 1250 260.94 1272 260.94 1272 275.41 1500 275 .41 Manning's n Values num: 3 Sta n Val Sta n Val Sta n Val 1000 .08 1240 . 013 1272 .08 Bank Sta: Left Right Lengths : Left Channel Right 1240 1272 160 160 160 Ineffective Flow num: 2 Sta L Sta R Elev Sta L Sta R Elev 1000 1240 275.41 1272 1500 275.41 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) 273.39 0.57 272.82 266.35 0.000216 2297.00 32.00 6 .04 11. 88 156225.4 160.00 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft ) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Coeff Contr . . 3 Left OB 160.00 Expan. .5 Channel 0. 013 160 .00 380 .14 380.14 2297.00 32.00 6.04 11 .88 156225.4 55 .76 Right OB 160 . 00 Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft) 260.94 1. 00 0.06 0.23 Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) 39.81 8.82 0.09 0.56 16.88 0.81 25.79 4.98 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. CROSS SECTION REACH: S.F. Main INPUT Description: Station Elevation Sta Elev Data RIVER: S .F. LICK CREEK RS: 2050. num= 9 Sta Elev Sta Elev Sta Elev Sta 850 274 1000 272 1110 267 1118 263.13 1141 1152 267.09 1188 Manning's n Values Sta n Val Sta 850 .08 1110 Bank Sta: Left 1110 Right 1152 CROSS SECTION OUTPUT E .G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S . (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft) 268.55 1258 270 1500 num= 3 n Val Sta n Val .05 1152 .08 Lengths: Left Channel Right 700 810 890 Profile #PF l 273.10 0.10 272. 99 0.000698 2297.00 513. 69 1. 51 10.34 86922.9 837.92 262.65 2.92 0.56 0 .00 Element Wt . n-Val . Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) CROSS SECTION REACH: S .F . Main RIVER: S.F . LICK CREEK RS : 1060 INPUT Description: new x-section added Station Elevation Data num= Sta Elev Sta Elev 1000 274 1055 272 1280 1355 264 270 Manning 's n Values Sta n Val 1000 . 08 1290 1390 Sta 1260 261 272 num= n Val .05 3/25/00 by JST 14 Sta Elev 1158 270 1300 1420 3 Sta 1318 264 274 n Val .08 Sta 1188 1318 1445 Bank Sta: Left 1260 Right 1318 Lengths: Left Channel Right 0 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S . Elev (ft) Crit W.S . (ft) E.G . Slope (ft/ft) Q Total (cfs) Profile #PF l 272. 53 0.10 272. 43 0.000648 2297.00 0 0 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) 274 Coeff Contr. .1 Left OB Elev 268 266 276 0.080 810.00 421.39 421.39 358.49 184.55 0.85 2.28 13566.l 184.67 0.10 0.08 39. 04 8.48 Sta 1260 1335 Coeff Contr. . l Left OB 0.080 1280.00 644.50 644.50 629.36 Elev 262.65 Expan . . 3 Channel 0.050 890.00 385.19 385.19 1289.72 42.00 3.35 9.17 48805 .4 43.75 0.38 1.29 15.47 0.67 Elev 266 268 Expan. . 3 Channel 0.050 1280 .00 481.16 481.16 1472.81 Right OB 0.080 700 .00 717.76 717 .76 648 .79 287 .14 0 .90 2.50 24551.4 287.21 0 .11 0.10 24.47 4 .45 Right OB 0.080 1280.00 212.64 212.64 194 .82 Top Width {ft) 353.43 Top Width {ft) 216 .93 58 .00 78.51 Vel Total {ft/s) 1.72 Avg. Vel. {ft/s) 0.98 3.06 0.92 Max Chl Dpth {ft) 11.43 Hydr. Depth {ft) 2.97 8.30 2.71 Conv. Total {cfs) 90261. 5 Conv. {cfs) 24731.1 57874.7 7655.7 Length Wtd. {ft) 1280.00 Wetted Per. {ft) 217.05 59.09 78.79 Min Ch El {ft) 261. 00 Shear {lb/sq ft) 0 .12 0.33 0 .11 Alpha 2.15 Stream Power {lb/ft s) 0.12 1 .01 0.10 Frctn Loss {ft) 1. 33 Cum Volume {acre-ft} 20 .79 8.94 10 .56 C & E Loss {ft) 0.01 Cum SA {acres) Warning: The convey ance 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 . CROSS SECTION RIVER: Lick Creek Main REACH: Fema X-sect INPUT Description: Station Elevation Data Sta Elev Sta 633 274 .6 708 976 271. 8 1006 1254 269.7 1318 1503 269.2 1585 1746 263.6 1750 1760 259.l 1769 1833 265.2 1856 1958 269.3 1983 2175 274.l 2264 Manning's n Values Sta n Val Sta 633 .07 1746 Bank Sta: Left 1746 Right 1769 CROSS SECTION OUTPUT E.G. Elev {ft) Vel Head {ft) W.S . Elev {ft) Crit W.S. {ft} E .G. Slope {ft/ft) Q Total {cfs) Top Width {ft) Vel Total {ft/s) Max Chl Dpth {ft) Conv. Total {cfs} Length Wtd. {ft) Min Ch El {ft} Alpha Frctn Loss {ft) C & E Loss {ft) RS : 58600 num= 44 Elev Sta Elev Sta Elev Sta 273 799 272. 7 805 272.7 915 271. 5 1089 270 1147 270 1171 270. 3 1337 270 .4 1420 269.8 1489 268.5 1660 266 .7 1668 266.4 1700 259.3 1751 258.6 1756 257.9 1759 263.5 1810 264 .5 1812 264 .5 1818 265.5 1871 265.7 1888 266 .6 1904 270 2063 271. 8 2079 272 . 3 2162 275 .4 2271 275 .6 2367 278 num= 3 n Val Sta n Val .065 1769 .07 Lengths: Left Channel Right 1083.3 Coeff Contr. .1 1050 1300 Profile #PF 1 271. 20 0.08 271.12 0.001351 4905.00 1005.91 1. 75 13.22 133436.2 1115. 76 257.90 1. 64 1 .61 0 .00 Element Wt. n-Val. Reach Len. (ft) Flow Area {sq ft) Area {sq ft) Flow {cfs) Top Width {ft) Avg. Vel. {ft/s) Hydr. Depth {ft) Conv. {cfs) Wetted Per. {ft) Shear {lb/sq ft} Stream Power {lb/ft s) Cum Volume (acre-ft) Cum SA {acres) Left OB 0.070 1050 .00 1541 .18 1541. 18 1998.92 719 . 06 1. 30 2.14 54378.8 719 .18 0.18 0 .23 2777.78 668.53 Elev 272 .2 269.9 269.3 264.4 258.6 263.8 267.8 273.9 Expan. . 3 Channel 0.065 1300. 00 254.50 254.50 969.69 23.00 3.81 11. 07 26379.5 26.36 0 .81 3.10 727.33 62 .36 Right OB 0.070 1083.30 1012.82 1012.82 1936.39 263.85 1. 91 3 .84 52677.8 264.08 0.32 0.62 3353.68 743.60 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. CROSS SECTION REACH: Fema X-sect INPUT Description: Station Elevation Sta Elev 725 271 .9 1032 269.5 RIVER: Lick Creek Main RS : 57300 Data num= 44 Sta Elev Sta Elev 792 271 873 270.1 1059 269. 3 1135 268 .l Sta Elev Sta Elev 878 270 .1 977 269.8 1185 268 1207 268 1281 1504 1722 1736 1811 1937 2156 267.8 266.8 262 257.1 263.9 268 .l 274 Manning's n Values Sta n Val 725 .085 1339 1578 1726 1746 1833 1963 2247 268.l 266 .2 257 261. 6 264 .1 268 .9 275.6 num= Sta n Val 1722 .065 1356 1645 1727 1787 1849 2040 2253 3 Sta 1746 268.1 264.7 256.4 263.3 264.3 271.3 275.8 n Val .085 1430 1652 1733 1789 1866 2059 2350 267.5 264 .5 255.8 263.3 265 271.9 278 .3 1492 1680 1735 1795 1882 2143 Bank Sta: Left 1722 Right 1746 Lengths: Left Channel Right 1083 Coeff Contr. .l CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 1050 1300 Profile #PF 1 269.59 0.09 269.50 0.001555 4905.00 949.85 1. 68 13.70 124369.7 1120.41 255.80 2.00 1. 80 0.00 Element Wt . n-Val . Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 0 .085 1050.00 1689.49 1689.49 2116. 52 689 .67 1 .25 2 .45 53665.9 689 .77 0 .24 0 .30 2738 .85 651 .55 266 .8 262 .9 256.6 262.8 266.2 273 .8 Expan . . 3 Channel 0.065 1300 .00 273.89 273 .89 1133.85 24.00 4 .14 11.41 28749 .5 27.84 0.96 3.96 719.45 61. 66 Right OB 0 .085 1083 .00 949 .66 949 .66 1654.63 236.17 1. 74 4 .02 41954.3 236.38 0.39 0.68 3329 .28 737.38 Warning: The energy loss was greater than 1 .0 ft (0 .3 ml. between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION REACH: Fema X-sect RIVER: Lick Creek Main RS : 56000 INPUT Description: Station Elevation Sta Elev 817 269.l 1088 267.2 1308 1505 1698 1712 1788 1916 2138 265.8 264.4 260.4 255 262 .5 266.8 274 Manning's n Values Sta n Val 817 .085 Data Sta 876 1112 1359 1571 1702 1722 1811 1942 2229 num= Elev 268 .4 267 .l 266 263.9 254.8 259.6 262.7 267.9 275.8 num= Sta n Val 1698 .065 44 Sta 948 1177 1374 1630 1703 1764 1827 2020 2235 3 Sta 1722 Elev 267 .5 266.2 265 .9 262.8 254.3 262.1 262.9 270.8 276 n Val .085 Sta 952 1223 1440 1636 1709 1766 1844 2040 2333 Bank Sta: Left 1698 Right 1722 Lengths: Left Channel Right 1083 CROSS SECTION OUTPUT E.G . Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) 1050 1300 Profile #PF 1 267.78 0.10 267.68 0.001669 4905.00 1003.60 1. 71 Element Wt. n-Val. Reach Len . (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Elev 267.5 266 265.l 262 .6 253.7 262.l 263.5 271.5 276.7 Sta 1040 1243 1495 1661 1711 1772 1860 2124 Coeff Contr. .1 Left OB 0 .085 1050.00 1720.76 1720.76 2110 . 24 764. 71 1.23 Elev 267.3 266 264 .4 261. 3 254 .6 261.7 264.5 273.7 Expan. .3 Channel 0 .065 1300. 00 279.36 279.36 1200.46 24.00 4 .30 Right OB 0.085 1083.00 875 .60 875 .60 1594.29 214.89 1 .82 Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 13.98 120056.9 1124.02 253.70 2.15 1. 94 0.00 Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) 2.25 51651.2 764.79 0.23 0.29 2697 .75 634.02 11. 64 29383.l 28.31 1. 03 4.42 711.19 60.95 4.07 39022.6 215.11 0.42 0 .77 3306.59 731 .77 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. CROSS SECTION REACH : Fema X-sect RIVER: Lick Creek Main RS: 54700 INPUT Description: Station Elevation Sta Elev 908 266.4 1144 265 1336 263.8 1507 262 1674 258.8 1689 253 1766 261. 2 1894 265.6 2119 273.9 Manning's n Values Sta n Val 908 . 085 Data Sta 960 1165 1380 1563 1678 1699 1789 1921 2211 Sta 1674 Bank Sta : Left 1674 Right 1699 CROSS SECTION OUTPUT E.G . Elev (ft) Vel Head (ft) W.S . Elev (ft) Crit W.S . (ft) E .G . Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) num= Elev 265.7 264 .8 263.8 261.5 252.5 257.6 261.4 266.8 276 num= n Val .065 44 Sta 1022 1222 1393 1615 1679 1742 1805 2000 2218 3 Sta 1699 Elev 264.9 264.2 263.7 260.8 252.2 260.8 261.5 270.3 276 .2 n Val .085 Sta 1026 1262 1450 1620 1685 1744 1822 2020 2317 Elev 264.8 264.1 262.8 260.7 251. 7 260.8 261. 9 271.1 279 Sta 1102 1279 1497 1642 1687 1750 1839 2106 Lengths: Left Channel Right 1083 Coeff Contr. .1 1050 1300 Profile #PF 1 265.84 0.11 265.73 0.001789 4905.00 939.08 1 .79 14.03 115964 .1 1132. 51 251.70 2.19 2.55 0 .01 Element Wt . n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg . Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 0.085 1050.00 1673 .74 1673 .74 2179.37 716 .17 1.30 2.34 51524 .6 716. 24 0.26 0 .34 2656.83 616.17 Elev 264.9 264 262 259.7 252.6 260.7 262.9 273.5 Expan. . 3 Channel 0.065 1300. 00 293.68 293.68 1306 . 27 25.00 4 .45 11. 75 30882.8 29.77 1.10 4.90 702.64 60 .21 Right OB 0.085 1083.00 773.95 773.95 1419.37 197.91 1. 83 3.91 33556 .7 198.14 0.44 0.80 3286.08 726. 64 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. CROSS SECTION REACH: Fema X-sect INPUT Description: Station Elevation Sta Elev 1000 263.7 1500 1665 2000 259.6 251 270.7 Manning's n Values RIVER: Lick Creek Main RS: 53400 Data Sta 1130 1600 1676 2100 num= Elev 262 .2 258.9 255.6 273 .8 num= 19 Sta 1200 1650 1719 2200 3 Elev 262.7 257.2 259.6 276.4 Sta 1300 1654 1800 2300 Elev 262.1 250.2 260.3 279.3 Sta 1400 1661 1900 Elev 261. 7 249 .6 265.8 Sta 1000 n Val .07 Sta 1650 Bank Sta: Left 1650 Right 1676 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd . (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) n Val .065 Sta 1676 n Val .075 Lengths: Left Channel Right 480 460 734 Profile #PF 1 263.28 0 .19 263.09 0 .002927 4905.00 797.36 2.46 13.49 90659.3 553.33 249.60 2.02 1. 77 0.00 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg . Vel. (ft/s) Hydr. Depth (ft) Conv. {cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Coeff Contr. .1 Left OB 0.070 460.00 1144.28 1144.28 2028.29 596. 72 1.77 1.92 37489.0 596.78 0.35 0.62 2622.87 600.35 Expan . . 3 Channel 0.065 734.00 288.62 288.62 1571. 40 26.00 5.44 11.10 29044 .2 31.25 1.69 9.19 693 .95 59 .45 Right OB 0.075 480.00 560.34 560.34 1305. 31 174.64 2.33 3 .21 24126 .1 174.91 0.59 1. 36 3269.50 722.01 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 . CROSS SECTION REACH : Fema X-sect INPUT Description: Station Elevation Sta Elev 1000 262.l 1236 260.6 1537 257.8 1601 1702 1723 1935 1984 2197 255 .9 249.2 254 .3 263.1 263 .4 271. 3 Manning's n Values Sta n Val 1000 . 085 RIVER : Lick Creek Main RS: 52666 Data Sta 1079 1314 1541 1611 1703 1759 1938 1993 2224 num= Elev 261 260 .2 257.8 257 .1 248.8 257 .5 263 .1 265.2 272 num= Sta n Val 1698 .065 43 Sta 1107 1322 1559 1628 1705 1765 1949 2033 2320 3 Sta 1723 Elev 260.8 260.2 256.3 257.l 248.2 258 263.l 266.9 274.5 n Val .085 Sta 1157 1393 1561 1644 1713 1830 1955 2075 Elev 260.7 259.9 256.8 257 249.4 258 .6 262.4 268 .l Sta 1215 1429 1593 1698 1719 1842 1972 2129 Bank Sta : Left 1698 Right 1723 Lengths: Left Channel 460 734 Right 480 Coeff Contr. .1 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd . (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) Profile #PF 1 261.51 0.21 261. 30 0.003488 4905.00 839.22 2.32 13.10 83048.3 552.13 248 .20 2. 49 1. 93 0.00 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 0.085 460.00 1325. 33 1325.33 2221. 66 640.33 1. 68 2.07 37615.7 640.65 0 .45 0.76 2609.83 593.82 Elev 260.7 259.7 257 255.5 251.7 258.7 262.7 269.6 Expan. .3 Channel 0.065 734.00 271. 33 271. 33 1593.29 25.00 5.87 10.85 26976.6 29.91 1 .98 11.60 689 .24 59 .02 Right OB 0.085 480.00 513.42 513.42 1090.05 173 .89 2.12 2 .95 18456.0 174 .12 0.64 1.36 3263.58 720. 09 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. CROSS SECTION REACH : Fema X-sect INPUT Description: Station Elevation Sta Elev 1000 260.6 1252 258.5 1573 256.1 1642 1749 1771 1973 2020 2223 252.6 248.2 253 260.5 258.6 267 Manning's n Values Sta n Val 1000 . 085 RIVER: Lick Creek Main RS: 51932 Data Sta 1084 1336 1578 1653 1751 1805 1975 2028 2249 Sta 1745 num= Elev 259 . 4 258.2 256.l 255 247.6 256 260 .4 261.7 267.5 num= n Val .065 43 Sta 1115 1344 1597 1671 1757 1810 1986 2066 2340 3 Sta 1771 Elev 259.l 258.2 253.l 255.2 246 .8 256.3 259.8 263.l 269.6 n Val .085 Sta 1160 1420 1599 1688 1760 1872 1992 2106 Elev 259 .1 258 254.2 255.1 247.8 257 258.l 264.1 Sta 1229 1459 1634 1745 1766 1884 2008 2158 Bank Sta: Left 1745 Right 1771 Lengths : Left Channel 460 734 Right 480 Coeff Contr. .1 CROSS SECTION OUTPUT E .G. Elev {ft) Vel Head {ft) W.S. Elev {ft) Crit W.S . {ft) E.G. Slope {ft/ft) Q Total {cfs) Top Width {ft) Vel Total {ft/s) Max Chl Dpth {ft) Conv. Total {cfs) Length Wtd. {ft) Min Ch El {ft) Alpha Frctn Loss {ft) C & E Loss {ft) Profile #PF 1 259.58 0 .20 259.38 0 .003488 4905.00 892.00 2.26 12 .58 83050.5 544.77 246 .80 2.50 2.01 0.00 Element Wt. n-Val. Reach Len. {ft) Flow Area {sq ft) Area {sq ft) Flow {cfs) Top Width {ft) Avg. Vel. {ft/s) Hydr. Depth {ft) Conv. {cfs) Wetted Per. {ft) Shear {lb/sq ft) Stream Power {lb/ft s ) Cum Volume {acre-ft) Cum SA (acres) Warning : Divided flow computed for this cross-section . Left OB 0.085 460 .00 1414 .48 1414.48 2427.66 658.82 1. 72 2.15 41104. 6 659 .96 0.47 0 .80 2595.36 586.96 Elev 258.8 257.8 254.9 253.8 249.7 257 .1 257 .7 265.5 Expan. . 3 Channel 0 .065 734 .00 269.70 269.70 1558.13 26 .00 5.78 10 .37 26382.0 30 .47 1.93 11.14 684.68 58.59 Right OB 0.085 480.00 489.22 489 .22 919.21 207.18 1. 88 2.36 15563.9 207 .73 0 .51 0 .96 3258.06 717 . 99 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. CROSS SECTION REACH: Fema X-sect INPUT Description: Station Elevation Sta Elev 1000 259 1268 1610 1683 1797 1818 2011 2055 2249 256.5 254 .3 249 .3 247.2 251.7 257.9 253 .9 262 .7 Manning's n Values Sta n Val 1000 .085 RIVER : Lick Creek Main RS : 51198 Data Sta 1089 1357 1615 1695 1799 1850 2013 2063 2273 Sta 1793 num= Elev 257.9 256.3 254.3 252.9 246.4 254 .4 257.7 258.2 263.1 num= n Val .065 43 Sta 1122 1366 1635 1714 1804 1856 2023 2100 2360 3 Sta 1818 Elev 257.5 256 .3 249.9 253.3 245 .5 254.7 256 .6 259.3 264.8 n Val .085 Sta 1179 1446 1637 1732 1808 1915 2028 2137 Elev 257.4 256.l 251. 6 253 .l 246.3 255.5 253.9 260.l Sta 1244 1488 1674 1793 1814 1926 2044 2186 Elev 256.8 255.8 252.7 252 247 .7 255.5 252.8 261.3 Bank Sta : Left Right Lengths: Left Channel Right Coef f Contr. Expan. 1793 1818 460 734 480 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. El ev (ft) 257.56 Element Left OB Channel Right OB Vel Head (ft) 0.19 Wt . n-Val . 0.085 0.065 0.085 w.s. Elev (ft) 257.37 Reach Len. (ft) 460.00 734.00 480.00 Crit W.S. (ft) Flow Area (sq ft) 1476.00 248.06 504 .25 E.G. Slope (ft/ft) 0 .003899 Area (sq ft) 1476.00 248.06 504.25 Q Total (cfs) 5324.00 Flow (cfs) 2894.97 1468.27 960.76 Top Width (ft) 855 .18 Top Width (ft) 610.57 25.00 219 . 61 Vel Total (ft/s) 2 .39 Avg. Vel. (ft/s) 1. 96 5.92 1. 91 Max Chl Dpth (ft) 11. 87 Hydr. Depth (ft) 2.42 9.92 2 .30 Conv. Total (cfs) 85258.3 Conv. (cfs) 46360.0 23512 .8 15385.6 Length Wtd . (ft) 537 .00 Wetted Per. (ft) 612.87 29.38 221.45 Min Ch El (ft) 245.50 Shear (lb/sq ft) 0.59 2.06 0.55 Alpha 2.17 Stream Power (lb/ft s) 1.15 12.17 1. 06 Frctn Loss (ft) 2.17 Cum Volume (acre-ft) 2580.10 680.32 3252 .58 C & E Loss (ft) 0.00 Cum SA (acres) 580 .26 58 .16 715 .64 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. CROSS SECTION RIVER: Lick Creek Main REACH: Fema X-sect RS: 50464 INPUT Description: Station Elevation Data num= 43 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 257 .5 1095 256.3 1129 256 1189 255.7 1259 254.9 1284 254.3 1379 254 .3 1388 254.3 1473 254 .l 1517 253 .8 1646 252 .6 1652 252.6 1673 246.8 1676 248.9 1715 250.5 1724 246 1736 250 .9 1757 251.4 1776 251.2 1840 250 .3 1845 246 .2 1846 245.1 1852 244.1 1856 244.7 1861 245.8 1866 250 .4 1896 252.9 1901 253 1957 253.9 1968 253.9 2048 255.3 2050 255 2060 253.3 2065 249.6 2080 247.9 2091 249 .1 2098 254 .8 2133 255.5 2169 256.l 2215 257.l 2274 258.3 2298 258.7 2380 259.9 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1840 .065 1866 .085 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1840 1866 460 734 480 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 255 .39 Element Left OB Channel Right OB Vel Head (ft) 0.18 Wt. n-Val. 0.085 0 .065 0.085 w.s . Elev (ft) 255.21 Reach Len . (ft) 460.00 734.00 480 .00 Crit W.S . (ft) Flow Area (sq ft) 1472.44 236.64 507.65 E.G. Slope (ft/ft) 0. 004138 Area (sq ft) 1472 .44 236.64 507.65 Q Total (cfs) 5324.00 Flow (cfs) 2973.98 1379.19 970.84 Top Width (ft) 881.10 Top Width (ft) 608.22 26 .00 246.88 Vel Total (ft/s) 2.40 Avg. Vel. (ft/s) 2.02 5.83 1. 91 Max Chl Dpth (ft) 11 .11 Hydr . Depth (ft) 2.42 9.10 2.06 Conv. Total (cfs) 82759.6 Conv. (cfs) 46229.3 21438.9 15091.3 Length Wtd . (ft) 524.93 Wetted Per. (ft) 611. 76 29.99 250.58 Min Ch El (ft) 244 .10 Shear (lb/sq ft) 0.62 2.04 0.52 Alpha 2.04 Stream Power (lb/ft s) 1. 26 11. 88 1. 00 Frctn Loss (ft) 1. 56 Cum Volume (acre-ft) 2564.54 676.23 3247.01 C & E Loss (ft) 0.03 Cum SA (acres) 573.82 57.73 713.07 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. CROSS SECTION RIVER : Lick Creek Main REACH: Fema X-sect RS : 49730 INPUT Description : Station Elevation Data Sta Elev 1000 255 .9 1500 1765 1900 2086 2133 252.2 242.7 242.7 252.7 251. 3 Manning's n Values Sta n Val 1000 .085 Sta llOO 1689 1778 1909 2095 2200 Sta 1888 Bank Sta: Left 1888 Right 1913 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) num= Elev 254.7 250.8 248 243 .8 250 252 .1 num= n Val .065 29 Sta 1200 1711 1800 1913 2102 2300 3 Sta 1913 Elev 254 243 .6 249 .5 249.l 245. 3 254 .8 n Val .085 Sta 1300 1714 1888 1942 2ll6 2400 Elev 252 .5 246.3 248.6 251.3 243 255.l Sta 1400 1755 1894 2000 2126 Lengths: Left Channel 266.7 610 Right 516 Coeff Contr. .1 Profile #PF 1 253.81 0.08 253.72 0.002242 5324 .00 1041.43 1. 80 ll. 02 ll2435.8 424 .62 242 .70 1 .68 1. 07 0.01 Element Wt . n -Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr . Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 0 .085 266.70 1883.09 1883.09 3091.50 669.39 1. 64 2.81 65288.3 674 .20 0 .39 0 .64 2546 .82 567 .08 Elev 252 .4 248 .3 243.9 252 .3 244.3 Expan. . 3 Channel 0 .065 610.00 230 .67 230.67 984 .87 25.00 4.27 9.23 20799.1 29.45 1.10 4 .68 672. 30 57.31 Right OB 0.085 516 .00 842 .56 842 .56 1247.64 347.03 1. 48 2.43 26348 .4 352 .15 0 .33 0.50 3239.57 709 .79 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. CROSS SECTION REACH: Fema X-sect RIVER : Lick Creek Main RS: 49120 INPUT Description: Station Elevation Sta Elev 1000 258.4 1268 256.4 1601 253.9 1673 249.4 1792 1858 2038 2088 2305 247.2 248.3 250.9 245.4 254.l Data Sta 1089 1357 1615 1682 1800 1865 2052 2096 2430 Manning's n Values Sta n Val Sta 1792 1000 .085 Bank Sta: Left 1792 Right 1822 CROSS SECTION OUTPUT num= Elev 257.8 256.2 253 .3 245 243 248.3 249.2 250 .l 256 .7 num= n Val .065 42 Sta ll32 1396 1634 1694 1808 1930 2058 2151 3 Sta 1822 Elev 257 .6 256 .l 247.7 249.l 241.1 249. 7 246 250 .8 n Val .085 Lengths: Left Channel 266 .7 610 Profile #PF 1 Sta 1178 1446 1637 1714 1817 1937 2075 2180 Right 516.7 Elev 257.4 255.8 249 .4 248 .9 243 .2 249.8 244 .5 251.2 Sta 1264 1528 1660 1727 1822 2008 2080 2223 Coeff Contr. .1 Elev 256 .5 254 .6 249.3 248 .4 247 .4 250 .9 244 .8 251 .9 Expan . .3 E.G. Elev (f t) 252.73 Element Left OB Channel Right OB Vel Head (ft) 0.15 Wt. n-Val. 0.085 0.065 0.085 w.s. Elev (f t) 252 .57 Reach Len. (ft) 266.70 610 .00 516.70 Crit W.S. (f t) Flow Area (sq ft) 715. 90 274.17 1202.85 E.G. Slope (ft/ft) 0.002877 Area (sq ft) 715.90 274.17 1202.85 Q Total (cfs) 5324.00 Flow (cfs) 1701.37 1378.17 2244.46 Top Width (ft) 630.66 Top Width (ft) 174.54 30.00 426.12 Vel Total (ft/s) 2.43 Avg. Vel. (ft/s) 2.38 5.03 1. 87 Max Chl Dpth (ft) 11.47 Hydr. Depth (ft) 4.10 9.14 2.82 Conv. Total (cfs) 99261.6 Conv. (cfs) 31720.6 25694.9 41846.1 Length Wtd. (ft) 479.84 Wetted Per. (ft) 177.41 33.03 428.46 Min Ch El (ft) 241.10 Shear (lb/sq ft) 0.72 1. 49 a.so Alpha 1. 66 Stream Power (lb/ft s) 1. 72 7.49 0.94 Frctn Loss (ft) 1. 21 Cum Volume (acre-ft) 2538.86 668.76 3227.45 C & E Loss (ft) 0.01 Cum SA (acres) 564.49 56.92 705.21 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. CROSS SECTION RIVER: Lick Creek Main REACH: Fema X-sect INPUT Description: Station Elevation Sta Elev 1000 260.9 1235 260 .4 1528 256.9 1592 250.5 1696 243.8 1774 245.4 1990 249.2 2049 246.5 2310 254.l Manning's n Values Sta n Val 1000 .085 RS: 48510 Data num= Sta Elev 1078 260.9 1314 260 1540 255.8 1600 248.l 1706 242 .l 1783 245.2 2006 248.3 2060 249 2460 258.4 num= Sta n Val 1696 . 065 42 Sta 1116 1348 1557 1610 1715 1861 2014 2126 3 Sta 1730 Elev 260.9 259 .8 251.8 249.4 239 .6 247.2 246.8 249.8 n Val .085 Sta 1157 1392 1560 1627 1726 1868 2034 2160 Bank Sta: Left 1696 Right 1730 Lengths: Left Channel Right 516.7 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S . Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 266.7 610 Profile #PF 1 251. 51 Element 0.13 Wt . n-Val . 251.37 Reach Len. (ft) Flow Area (sq ft) 0.002241 Area (sq ft) 5324.00 Flow (cfs) 643.93 Top Width (ft) 2.24 Avg. Vel. (ft/s) 11. 77 Hydr. Depth (ft) 112469. 9 Conv. (cfs) 505.00 Wetted Per. (ft) 239.60 Shear (lb/sq ft) 1. 71 Stream Power (lb/ft 0.77 Cum Volume (acre-ft) 0.01 Cum SA (acres) CROSS SECTION REACH: Fema X-sect RIVER: Lick Creek Main RS: 47900 INPUT Description: Station Elevation Data Sta Elev Sta 1000 263.4 1100 num= Elev 264.2 18 Sta 1200 Elev 264.3 Sta 1300 Elev Sta 260.8 1232 259.3 1464 252.5 1580 248.4 1639 242.7 1730 247.4 1954 246 2040 250.3 2211 Coeff Contr. .1 s) Elev 263.6 Left OB 0.085 266.70 463.06 463 .06 939.84 119 . 91 2 .03 3.86 19854.1 120.55 0 .54 1. 09 2535.25 563.59 Sta 1400 Elev 260.4 258.3 251.1 247.4 245.6 249.l 246.2 251.l Expan. .3 Channel 0.065 610 .00 320.30 320 .30 1492.29 34.00 4.66 9.42 31524 .8 35.85 1. 25 5.82 664.60 56.47 Elev 261.7 Right OB 0.085 516.70 1593 .37 1593 .37 2891. 87 490.02 1. 81 3.25 61091.0 490.56 0. 45 0.82 3210.87 699.78 1455 1639 2100 259.9 243.9 248.8 Manning's n Values Sta n Val 1000 .06 1500 1700 2200 252 .9 242.l 250 .3 num= Sta n Val 1600 . 055 1551 1800 2490 3 Sta 1639 246.5 244.9 260 n Val .09 1600 1900 244.4 247.4 1623 2000 Bank Sta: Left 1600 Right 1639 Lengths: Left Channel 783.3 960 Right 696 . 7 Coeff Contr. .1 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S . Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) Profile #PF 1 250.72 0.09 250.63 0 . 001110 5324 .00 691. 78 1. 78 12.63 159801.l 804.79 238.00 1 .87 1.20 0.02 Element Wt. n-Val . Reach Len. (ft) Flow Area (sq ft ) Area (sq ft) Flow (cfs) Top Width (ft) Avg . Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 0.060 783.30 321.79 321.79 659.40 81. 91 2.05 3.93 19792.2 82.21 0.27 0.56 2532.85 562 .97 238 247 .5 Expan. .3 Channel 0 .055 960 .00 371 .77 371.77 1456.85 39.00 3.92 9.53 43727.7 40 .93 0.63 2 .47 659.75 55.96 Right OB 0.090 696.70 2302 .10 2302.10 3207 .75 570.87 1. 39 4.03 96281. 3 570.99 0.28 0 .39 3187.76 693.49 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. CROSS SECTION REACH: Fema X-sect INPUT Description: Station Elevation Sta Elev 1000 257.9 1261 257.3 1456 1652 1819 1906 2220 256.l 251.4 243.3 242.7 250.5 Manning's n Values Sta n Val 1000 .06 RIVER: Lick Creek Main RS: 46940 Data Sta 1065 1273 1521 1682 1833 1984 2299 num= Elev 257 .7 257.l 255.6 248.9 237.7 245.5 252.2 num= Sta n Val 1819 . 055 34 Sta 1130 1326 1546 1717 1841 2063 2307 3 Sta 1858 Elev 257 .8 256.3 255.4 246.5 235.9 248.l 252.5 n Val .09 Sta 1136 1391 1587 1752 1847 2088 2527 Elev 257.8 256.l 254 .8 244.4 237.6 248.4 259.9 Sta 1196 1409 1621 1782 1858 2141 Bank Sta : Left 1819 Right 1858 Lengths: Left Channel 783.3 960 Right 696.7 Coeff Contr. .1 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S . Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs ) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) Profile #PF 1 249.51 0.24 249.26 0.002108 5324 .00 481.23 2.79 13 .36 115953. 0 851. 52 235.90 2.01 2.91 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Left OB 0.060 783.30 555.10 555 .10 1569.93 141. 35 2.83 3 .93 34191 .9 141 . 52 0.52 1. 46 2524.97 Elev 257 .9 256.2 254 243.8 243.3 248 .9 Expan. .3 Channel 0.055 960 .00 394.37 394 .37 2180.71 39.00 5.53 10 .11 47494.3 41.90 1.24 6.85 651.31 Right OB 0.090 696. 70 958.72 958.72 1573.37 300.88 1. 64 3.19 34266.8 300.98 0.42 0.69 3161.69 c & E Loss (ft) 0 .05 Cum SA (acres) 560.97 55 .10 686 .52 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 indicat e t he need for additional cross sections. CROSS SECTION RIVER: Lick Creek Main REACH: Fema X-sect RS: 45980 INPUT Description: Station Elevation Data num= 34 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 252 .5 1083 251. 6 1165 251.4 1173 251.4 1248 251. 5 1330 250 .2 1346 249.9 1413 248 .6 1496 248 .5 1519 248 .7 1578 249 .2 1661 249.1 1692 249.1 1743 248.9 1787 248 .l 1826 246 .5 1864 244.9 1908 243.3 1953 242 .3 1991 242 2037 242 .2 2051 235 .1 2058 233.7 2065 235 .1 2076 242 .7 2111 243.2 2168 246 2226 248.7 2244 249 .3 2283 250.3 2340 252 .2 2397 254.1 2404 254.4 2563 259.7 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .06 2037 .055 2076 .09 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 2037 2076 783 .3 960 696.7 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E .G. Elev (ft) 246 .55 Element Left OB Channel Right OB Vel Head (ft) 0. 71 Wt . n-Val. 0.060 0.055 0.090 w.s . El ev (ft) 245.84 Reach Len. (ft) 783.30 960.00 696.70 Crit W.S. (ft) Flow Area (sq ft) 536 .73 337 .28 172 .37 E.G. Sl ope (ft/ft) 0 .006454 Area (sq ft) 536 .73 337 .28 172.37 Q Total (cfs) 5324.00 Flow (cfs) 2093 .93 2874 .52 355.55 Top Width (ft) 323.21 Top Width (ft) 195 .40 39 .00 88.81 Vel Total (ft/s) 5.09 Avg. Vel. (ft/s) 3.90 8 .52 2.06 Max Chl Dpth (ft) 12 .14 Hydr. Depth (ft) 2 .75 8 .65 1.94 Conv . Total (cfs) 66273.2 Conv. (cfs) 26065 .2 35782.0 4425.9 Length Wtd. (ft) 846.05 Wetted Per. (ft) 195.46 43 .34 88 .88 Min Ch El (ft) 233.70 Shear (lb/sq ft) 1.11 3.14 0 .78 Alpha 1. 76 Stream Power (lb/ft s) 4 .32 26 .72 1. 61 Frctn Loss (ft) 1. 29 Cum Vol ume (acre-ft) 2515.15 643.25 3152.64 C & E Loss (ft) 0.20 Cum SA (acres) 557 .94 54.24 683.40 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. CROSS SECTION RIVER : Lick Creek Main REACH: Fema X-sect RS : 45020 INPUT Description: Station El evation Data num= 21 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 247 1100 245 .5 1200 245 1300 245 .2 1400 243.2 1500 240.8 1600 240 .9 1700 242.3 1800 242 .7 1900 243 2000 241. 6 2100 240.1 2200 240.2 2256 241.1 2269 232.6 2276 231 .6 2283 232 .6 2295 242 2400 250 .3 2500 256.2 2600 259 .6 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .06 2256 .055 2295 .09 Bank Sta : Left Right Lengths: Left Channel Right Coef f Contr. Expan. 2256 2295 900 1170 750 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev {ft) 245.06 Element Left OB Channel Right OB Vel Head {ft) 0.05 Wt . n -Val . 0.060 0.055 0 .090 w.s. Elev {ft) 245 .01 Reach Len. {ft) 900.00 1170 .00 750.00 Crit W.S. {ft} Flow Area (sq ft} 3024.54 379.36 57.33 E.G. Slope {ft/ft} 0.000666 Area {sq ft} 3024.54 379.36 57 .33 Q Total {cfs} 5324.00 Flow {cfs} 4194.70 1097.28 32.02 Top Width {ft} 1030.94 Top Width {ft) 953 .85 39.00 38.08 Vel Total (ft/s} 1. 54 Avg. Vel. (ft/s) 1. 39 2 .89 0.56 Max Chl Dpth (ft) 13 .41 Hydr. Depth (ft) 3.17 9.73 1. 51 Conv. Total (cfs} 206232.8 Conv. (cfs} 162487.7 42504 .6 1240 .5 Length Wtd. (ft) 968.04 Wetted Per. (ft} 953 .94 44.92 38.20 Min Ch El (ft} 231.60 Shear (lb/sq ft) 0 .13 0.35 0.06 Alpha 1. 37 Stream Power (lb/ft s} 0 .18 1. 02 0.03 Frctn Loss (ft} 0.80 Cum Volume (acre-ft} 2483.13 635 .35 3150.81 C & E Loss (ft} 0 .00 Cum SA (acres) 547.60 53 .38 682.39 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. CROSS SECTION RIVER : Lick Creek Main REACH: Fema X-sect RS: 43850 INPUT Description: Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 251 1110 249.6 1220 248 .6 1330 248.1 1404 246.9 1439 245.9 1549 242.4 1642 240.4 1659 240.4 1768 240.6 1879 240.2 1989 239.9 2010 239.6 2099 239.l 2209 238 .4 2316 238.6 2380 239.l 2391 237 2402 232.6 2414 229 .8 2418 230.4 2433 232.3 2456 238.2 2465 239.6 2598 242 .3 2916 247.9 3181 252 3345 253.l 3690 254.5 3775 259 .8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .075 2380 .06 2465 .09 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan . 2380 2465 900 1170 730 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft} 244 .26 Element Left OB Channel Right OB Vel Head (ft} 0.08 Wt . n-Val. 0.075 0.060 0.090 w.s. Elev (ft} 244.18 Reach Len. (ft} 900 .00 1170 .00 730.00 Crit W.S . (ft} Flow Area (sq ft} 3713 . 83 827.78 529.17 E.G. Slope (ft/ft} 0 .000947 Area (sq ft} 3713.83 827.78 529.17 Q Total (cfs} 9161. 00 Flow (cfs} 5881. 37 2823 .78 455.86 Top Width (ft) 1211. 42 Top Width {ft) 886 .84 85.00 239.58 Vel Total (ft/s} 1.81 Avg. Vel. (ft/s} 1. 58 3 .41 0 .86 Max Chl Dpth (ft} 14 .38 Hydr. Depth (ft} 4.19 9.74 2.21 Conv. Total (cfs} 297750.4 Conv . (cfs) 191156.0 91778.2 14816.2 Length Wtd. {ft) 956 .82 Wetted Per. (ft) 886 .90 87.39 239.62 Min Ch El {ft) 229 .80 Shear (lb/sq ft) 0.25 0.56 0.13 Alpha 1.60 Stream Power (lb/ft s} 0.39 1. 91 0.11 Frctn Loss (ft) 0.23 Cum Volume (acre-ft) 2413.52 619 .14 3145.76 C & E Loss (ft) 0 .02 Cum SA (acres} 528.59 51. 72 680.00 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. CROSS SECTION RIVER: Lick Creek Main REACH: Fema X-sect RS: 42680 INPUT Description: Station Elevation Data num= 14 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 2SS 1440 2SO 1700 240 2110 236 .S 2S04 237 2Sl9 237 2SS2 228 2SS9 229 2620 237 263S 237 2870 240 3900 2SO 4800 2SO 49SO 260 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .OS 2S04 .04S 263S .OS Bank Sta: Left Right Lengths : Left Channel Right Coeff Contr. Expan . 2S04 263S 96 96 96 .4 . 6 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 244.01 Element Left OB Channel Right OB Vel Head (ft) 0.02 Wt . n-Val . o.oso 0.04S o.oso w.s. Elev (ft) 243.99 Reach Len. (ft) 96.00 96.00 96.00 Crit W.S . (ft) Flow Area (sq ft) S410 .86 1367.39 2108.S7 E.G. Slope (ft/ft) 0.000108 Area (sq ft) S410.86 1367.39 2108.S7 Q Total (cfs) 9161.00 Flow (cfs) SSOl.60 2224.06 143S.34 Top Width (ft) 1684.42 Top Width (ft) 907.68 131.00 64S.74 Vel Total (ft/s) 1. 03 Avg. Vel. (ft/s) 1 .02 1. 63 0 .68 Max Chl Dpth (ft) lS.99 Hydr . Depth (ft) S.96 10.44 3.27 Conv. Total (cfs) 880248.4 Conv. (cfs) S28629 .3 213702.2 137917 .0 Length Wtd. (ft) 96.00 Wetted Per . (ft) 907.77 132.80 64S.77 Min Ch El (ft) 228 .00 Shear (lb/sq ft) 0.04 0 .07 0.02 Alpha 1.26 Stream Power (lb/ft s) 0 .04 0.11 0.02 Frctn Loss (ft) 0.02 Cum Volume (acre-ft) 2319.2S S89.66 3123.6S C & E Loss (ft) 0.41 Cum SA (acres) SlO.OS 48.82 672. S8 Warning: The velocity head has changed by more than O.S ft (O.lS 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. CROSS SECTION RIVER: Lick Creek Main REACH: Fema X-sect RS: 42S84 INPUT Description: Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev 1 2S7 430 2S2 1000 244.3 lSOO 244.S 1800 244 .7 1861 24S 2S04 244.S 2Sl9 237 2S39 232.7 2620 237.l 263S 242.S 2900 244.9 3400 246.4 3600 247 .6 4000 2S2 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1 .OlS 2S04 .02 263S .OlS Bank Sta: Left Right Lengths: Left Channel 2S04 263S 44 44 Ineffective Flow num= 2 Sta L Sta R 1 2S04 CROSS SECTION OUTPUT E .G. Elev (ft) Vel Head (ft) Elev 244 Sta L Sta R Elev 263S sooo 244 Profile #PF 1 243.S8 1. 04 Element Wt. n-Val. Sta 1200 2000 2SS2 3100 sooo Right 44 Elev Sta 24S 1400 244.9 2300 229 .2 2S90 244 .7 3300 2S4 Coeff Contr. .4 Left OB Elev 244.8 244.6 230.S 24S.8 Expan. . 6 Channel 0.020 Right OB w.s. Elev (ft) 242.54 Reach Len . (ft) 1. 00 1. 00 1. 00 Cr it w.s . (ft) 238.56 Flow Area (sq ft) 1121.21 E.G. Slope (ft/ft) 0 .000691 Area (sq ft) 1121.21 0 .11 Q Total (cfs) 9161.00 Flow (cfs) 9161 .00 Top Width (ft) 131.96 Top Width (ft) 127 .09 4.87 Vel Total (ft/s) 8 .17 Avg. Vel. (ft/s) 8 .17 Max Chl Dpth (ft) 13.34 Hydr. Depth (ft) 8 .82 Conv. Total (cfs ) 348547.7 Conv. (cfs) 348547.7 Length Wtd. (ft) 1. 00 Wetted Per . (ft) 131. 00 Min Ch El (ft) 229.20 Shear (lb/sq ft) 0.37 Alpha 1. 00 Stream Power (lb/ft s) 3 .02 Frctn Loss (ft) 0 .00 Cum Volume (acre-ft) 2313.29 586.92 3121.33 C & E Loss (ft) 0.09 Cum SA (acres) 509.05 48.53 671. 86 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. BRIDGE RIVER: Lick Creek Main REACH: Fema X-sect RS: 42583 INPUT Description : Distance from Upstream XS 1 Deck/Roadway Width 43 Weir Coefficient 2.6 Bridge Deck/Roadway Skew Upstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1 244 .4 242.5 5000 244.4 242.5 Upstream Bridge Cross Section Data Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1 257 430 252 1000 244.3 1200 245 1400 244.8 1500 244.5 1800 244 .7 1861 245 2000 244.9 2300 244.6 2504 244.5 2519 237 2539 232.7 2552 229.2 2590 230.5 2620 237.l 2635 242.5 2900 244.9 3100 244.7 3300 245 .8 3400 246.4 3600 247.6 4000 252 5000 254 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1 .015 2504 .02 2635 .015 Bank Sta: Left Right Coe ff Contr. Expan . 2504 2635 .4 . 6 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1 2504 244 2635 5000 244 Downstream Deck/Roadway Coordinates num= 2 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 1 244.4 242.5 5000 244.4 242 .5 Downstream Bridge Cross Section Data Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1 257 430 252 1000 244.3 1200 245 1400 244.8 1500 244 .5 1800 244.7 1861 245 2000 244.9 2300 244.6 2504 244.5 2519 237.3 2537 233 .2 2539 232.7 2539 232.6 2552 229.2 2568 229 .7 2570 229 .8 2590 230.5 2599 232.8 2601 233 .4 2625 237.1 2635 242.5 2900 244.9 3100 244.7 3300 245.8 3400 246.4 3600 247.6 4000 252 5000 254 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1 .015 2504 .02 2635 .015 Bank Sta: Left Right Coeff Contr. Expan. 2504 Ineffective Flow Sta L Sta R 1 2504 2635 num= Elev 244 Sta L 2635 2 .4 Sta R 5000 . 6 Elev 244 Upstream Embankment side slope Downstream Embankment side slope Maximum a llowable submergence for weir flow Elevation at which weir flow begins O horiz . to 1.0 vertical 0 horiz . to 1.0 vertical .95 Energy head used in spillway design Spillway height used in design 244 .5 Weir crest shape Broad Crested Number of Piers = 3 Pier Data Pier Station Upstream= 2538 Upstream num= 2 Width Elev Width Elev 2 0 2 242.5 Downstream num= 2 Width Elev Width Elev 2 0 2 242 .5 Pier Data Pier Station Upstream= 2569 Upstream num= 2 Width Elev Width Elev 2 0 2 242 .5 Downstream num= 2 Width Elev Width Elev 2 0 2 242.5 Pier Data Pier Station Upstream= 2600 Upstream num= 2 Width Elev Width Elev 2 0 2 242.5 Downstream num= 2 Width Elev Width Elev 2 0 2 242 .5 Number of Bridge Coefficient Sets Low Flow Methods and Data Energy Momentum Yarnell Cd KVal 1 Downstream= Downstream= Downstream= 1. 2 1. 05 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 2538 2569 2600 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 BRIDGE OUTPUT Profile #PF 1 Opening : Bridge #1 E.G. us . (ft) 243.58 Element Inside BR US w.s. us. (ft) 242.54 E.G . Elev (ft) 243.49 Q Total (cfs) 9161. 00 w.s. Elev (ft) 242.24 Q Bridge (cfs) 9161.00 Crit W.S . (ft) 238.90 Q Weir (cfs) Max Chl Dpth (ft) 13 . 04 Weir Sta Lf t (ft) Vel Total (ft/s) 8.98 Weir Sta Rgt (ft) Flow Area (sq ft) 1020.15 Weir Submerg Froude # Chl 0.54 Inside BR DS 243.42 242.18 238.88 12.98 8.93 1025.65 0.54 Weir Max Depth (ft) Specif Force (cu ft) 7771.98 7736.94 Min Top Rd (ft) 244.50 Hydr Depth (ft) 8.52 8.58 Min El Prs (ft) 242 .50 W.P. Total (ft) 186. 11 185.06 Delta EG (ft) 0.25 Conv. Total (cfs) 235628.2 238648.6 Delta WS (ft) 0.30 Top Width (ft) 119. 76 119. 58 BR Open Area (sq ft) 1051.39 Fr ctn Loss (ft) 0.06 0.00 BR Open Vel (ft/s) 8 .98 C & E Loss (ft) 0.01 0 .09 Coef of Q Shear Total (lb/sq ft) 0.52 0.51 Br Sel Method Energy only Power Total (lb/ft s) 4.65 4.55 Note : Yarnell answer is not valid if the water surface is above the low chord or if there is weir flow. The Yarnell answer has been disregarded. CROSS SECTION RIVER: Lick Creek Main REACH : Fema X-sect RS : 42540 INPUT Description: Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta Elev Sta 1 257 430 252 1000 244.3 1200 245 1400 1500 244.5 1800 244.7 1861 245 2000 244.9 2300 2504 244.5 2519 237.3 2537 233 .2 2539 232.7 2539 2552 229.2 2568 229.7 2570 229.8 2590 230.5 2599 2601 233.4 2625 237.1 2635 242.5 2900 244.9 3100 3300 245.8 3400 246.4 3600 247.6 4000 252 5000 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1 .015 2504 .02 2635 .015 Bank Sta : Left Right Lengths: Left Channel Right Coef f Contr. 2504 2635 1 1 1 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1 2504 244 2635 5000 244 CROSS SECTION OUTPUT Profile #PF 1 E .G. Elev (ft) Vel Head (ft) W.S . Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 243.33 1. 09 242.24 238.57 0.000740 9161. 00 125.82 8.37 13 . 04 336687.3 1. 00 229.20 1. 00 0.00 0.01 Element Wt. n -Val . Reach Len . (ft) Flow Area (sq ft) Area (sq ft) Fl'OW (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv . (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) . 4 Left OB 1. 00 2313.29 509 .05 Elev 244.8 244.6 232 .6 232 .8 244 .7 254 Expan. . 6 Channel 0.020 1. 00 1094 .75 1094 .75 9161.00 125.82 8 .37 8.70 336687 .3 129 .99 0.39 3.26 585 .88 48 .41 Right OB 1. 00 3121 .33 671. 86 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. CROSS SECTION RIVER: Lick Creek Main REACH: Fema X-sect RS: 42539 INPUT Description: Station Elevation Data num= 24 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1 257 430 252 1000 244.3 1200 245 1400 244 .8 1500 244.5 1800 244.7 1861 245 2000 244.9 2300 244 .6 2504 244 .5 2519 237.3 2539 232 2552 229.2 2590 230 .5 2620 3400 237.1 246.4 Manning's n Values Sta n Val 1 . 05 2635 3600 242.5 247.6 num= Sta n Val 2504 .045 2835 4000 3 Sta 2635 244.5 252 n Val .05 3100 5000 244 .7 254 3300 Bank Sta: Left 2504 Ineffective Flow Sta L Sta R Right 2635 Lengths: Left Channel 99 99 Right 99 Coeff Contr. .4 1 2504 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S . (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) CROSS SECTION REACH: Fema X-sect INPUT Description: num= 2 Elev Sta L Sta R Elev 244 244 2635 5000 Profile #PF 1 243.33 1.10 242.22 238.50 0.003808 9161.00 125 .48 8.43 13.02 148459.9 99.00 229.20 1. 00 0.48 0.02 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) RIVER: Lick Creek Main RS: 42440 Station Elevation Data num= 14 Sta Elev 1000 255 2519 2870 237 240 Manning's n Values Sta n Val 1000 .075 Sta 1440 2552 3900 Elev 250 228 250 num= Sta n Val 2504 .055 Sta 1700 2559 4800 3 Sta 2635 Elev 240 229 250 n Val .075 Sta 2110 2620 4950 Elev 236.5 237 260 Left OB 99.00 2313.29 509.05 Sta 2504 2635 Bank Sta : Left 2504 Ineffective Flow Sta L Sta R Right 2635 Lengths: Left Channel 500 730 Right 900 Coeff Contr. .4 1000 2504 CROSS SECTION OUTPUT E .G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft) num= 2 Elev Sta L Sta R Elev 244 244 2635 4950 Profile #PF 1 242.83 1.15 241. 68 238 .85 0.006326 9161.00 1386 .11 8.61 13.68 115182.5 688 .14 228.00 1. 00 2.40 0.63 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per . (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 500.00 3381.41 847.56 2309.45 508.09 245.8 Expan. .6 Channel 0 .045 99.00 1087 .01 1087.01 9161. 00 125 .48 8.43 8.66 148459.9 129.22 2 .00 16.85 585.86 48.41 Elev 237 237 Expan. . 6 Channel 0.055 730.00 1064.46 1064 .46 9161.00 131. 00 8.61 8 .13 115182. 5 132.80 3.17 27.24 583.41 48.12 Right OB 99 .00 3121.33 671. 86 Right OB 900.00 890 .73 407.55 3120 .32 671.40 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. CROSS SECTION RIVER: Lick Creek Main REACH: Fema X-sect RS: 41710 INPUT Description: Station Elevation Data num= 18 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 255 1500 250 1900 240 3400 236.1 3500 235 .9 3600 236 .6 3707 235.7 3727 226 .7 3733 226.3 3742 226.7 3757 234.1 3800 235 .8 3900 236 .1 4000 236.7 4100 237.8 4200 239.6 4300 245 4400 250 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 3707 .07 3757 .085 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr . Expan. 3707 3757 600 622 560 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 239 .80 Element Left OB Channel Right OB Vel Head (ft) 0.10 Wt. n-Val . 0.085 0.070 0 .085 w.s. Elev (ft) 239.70 Reach Len . (ft) 600.00 622 .00 560.00 Crit W.S. (ft) Flow Area (sq ft) 3584.21 507.41 1253.57 E.G. Slope (ft/ft) 0 .002201 Area (sq ft) 3584.21 507.41 1253.57 Q Total (cfs) 9161.00 Flow (cfs) 4850.70 2259 .19 2051.11 Top Width (ft) 2185.76 Top Width (ft) 1690.94 50.00 444.82 Vel Total (ft/s) 1. 71 Avg. Vel. (ft/s) 1. 35 4 .45 1 .64 Max Chl Dpth (ft) 13 .40 Hydr. Depth (ft) 2 .12 10.15 2 .82 Conv. Total (cfs) 195260.5 Conv . (cfs) 103389 .4 48153 .2 43717 .9 Length Wtd. (ft) 594.99 Wetted Per. (ft) 1690. 96 53 .68 444.88 Min Ch El (ft) 226.30 Shear (lb/sq ft) 0 .29 1. 30 0.39 Alpha 2.20 Stream Power (lb/ft s) 0.39 5 .78 0.63 Fr ctn Loss (ft) 1.32 Cum Volume (acre-ft) 2269.47 570.24 3098.17 C & E Loss (ft) 0 .00 Cum SA (acres) 493.52 46 .60 662.59 Warning: The energy loss was greater than 1. o ft (0. 3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION RIVER: Lick Creek Main REACH: Fema X-sect RS: 41088 INPUT Description: Station Elevation Data num= 41 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 252 1411 247.6 1735 239.4 1740 239.3 2469 236.1 2974 234.9 3056 234.7 3138 235.3 3226 234.5 3240 227.3 3244 225 .5 3249 225.2 3255 225 .6 3260 226 3277 233.3 3302 233.9 3329 234.5 3360 234 .4 3419 234.4 3451 234.5 3477 234.7 3535 235 3573 235.3 3594 235.5 3641 236 3650 234.6 3651 236.2 3695 236.4 3710 236 .6 3743 237 3766 236.9 3775 236 .7 3789 237 .4 3798 237.6 3816 237.7 3827 238 3885 240 .3 3938 242.6 3943 242.8 4002 245 .5 4060 248 .2 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 3226 .07 3277 .085 Bank Sta: Left 3226 Right 3277 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S . Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) Lengths: Left Channel Right 560 600 622 Profile #PF 1 238.48 0.10 238.37 0 .002242 9161.00 1885.62 1.82 13.17 193471.8 591.64 225.20 2.00 1. 34 0.00 Element Wt. n-Val. Reach Len . (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per . (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Coeff Contr. .1 Left OB 0.085 600 .00 2916.58 2916 .58 4190.91 1275 .18 1.44 2.29 88508.2 1275.19 0.32 0.46 2224.70 473.09 Expan. . 3 Channel 0.070 622.00 506.70 506.70 2247.26 51. 00 4.44 9.94 47460.1 54.67 1. 30 5.75 563.00 45.88 Right OB 0.085 560.00 1620.69 1620.69 2722.82 559.45 1.68 2.90 57503 .5 560.50 0.40 0.68 3079.69 656.14 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. CROSS SECTION REACH: Fema X-sect RIVER : Lick Creek Main RS: 40466 INPUT Description: Station Elevation Data Sta Elev 1000 249 2547 233.6 2761 2827 3033 3239 3373 3445 224 .4 232 .9 233.2 231. 7 234 .9 236 3720 246.4 Manning's n Values Sta n Val 1000 .085 Sta 1322 2612 2766 2859 3101 3250 3384 3514 Sta 2745 Bank Sta: Left 2745 Right 2797 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S . (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd . (ft) Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft) num= Elev 245.2 233.5 224 233 .2 233.4 234.9 234 .4 237 .9 num= n Val .07 41 Sta 1575 2676 2772 2895 3145 3289 3400 3575 3 Sta 2797 Elev 238.7 233.9 224.6 233 233 .9 235 235.7 240.3 n Val .085 Sta 1580 2745 2778 2964 3170 3308 3411 3583 Elev 238 .6 233.4 225 .4 232.7 234.2 235.1 235 .8 240.5 Sta 2152 2757 2797 3002 3226 3347 3433 3651 Lengths: Left Channel Right 560 Coeff Contr. .1 600 622 Profile #PF 1 237.14 0.10 237.03 0.002287 9161.00 1678.55 1. 90 13.03 191554.8 587.61 224.00 1.85 1. 38 0.00 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg . Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 0.085 600.00 2255.52 2255.52 3377.29 941. 01 1. 50 2.40 70618 .6 941. 02 0.34 0.51 2189 .08 457.83 Elev 234.6 225.8 232 .4 233 234.7 235.4 235.8 243 .4 Expan. . 3 Channel 0.070 622.00 504.25 504.25 2221.20 52.00 4.40 9.70 46444.9 55.79 1. 29 5.68 555.78 45.14 Right OB 0.085 560.00 2052.85 2052.85 3562.51 685.54 1. 74 2.99 74491. 3 686.44 0.43 0.74 3056.08 648.13 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. CROSS SECTION REACH: Fema X-sect INPUT Description: Station Elevation Sta Elev 1000 246 2121 232.4 2278 2351 2588 2826 2980 3063 223 .2 231 .9 231 .7 228.9 232.9 234 3380 244.7 Manning's n Values Sta n Val 1000 .085 RIVER: Lick Creek Main RS : 39844 Data Sta 1234 2168 2282 2388 2668 2839 2993 3143 num= Elev 242 .8 232.2 222 .9 231.9 231.9 233 .5 232 .1 235.5 num= Sta n Val 2265 . 07 41 Sta 1417 2215 2290 2430 2719 2884 3012 3215 3 Sta 2317 Elev 238 232.6 223.6 231.6 232.5 233.6 233.9 237 n Val .085 Sta 1420 2265 2295 2509 2747 2905 3024 3222 Elev 237.9 232.2 224.7 231.1 232.9 233.6 234 238.l Sta 1835 2275 2317 2553 2811 2950 3049 3301 Bank Sta: Left 2265 Right 2317 Lengths: Left Channel 600 622 Right 560 Coeff Contr. .1 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) Profile #PF 1 235.75 0 .10 235.65 0.002428 9161.00 1539.62 1. 99 12.75 185909 .3 582.95 222.90 1. 70 1. 45 0.00 Element Wt . n-Val . Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per . (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 0.085 600.00 1613 . 71 1613 . 71 2537.13 654.43 1. 57 2.47 51487.4 654.45 0.37 0.59 2162 .43 446 .84 Elev 233 224 231.6 231. 4 233.4 233.8 233 .9 241 .2 Expan. . 3 Channel 0.070 622.00 483 .74 483 .74 2123.85 52.00 4.39 9.30 43100.5 56.26 1. 30 5. 72 548.73 44.40 Right OB 0 .085 560.00 2508.60 2508.60 4500 .02 833 .19 1. 79 3.01 91321. 4 834.80 0. 46 0.82 3026.76 638.37 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. CROSS SECTION REACH : Fema X-sect RIVER: Lick Creek Main RS : 39222 INPUT Description: Station Elevation Sta Elev 1000 243 1695 231 .1 1795 222 1876 230.9 2144 2413 2588 2682 230 .1 226 231 231.9 3040 242.9 Data Sta 1145 1724 1799 1917 2234 2427 2602 2771 Manning's n Values Sta n Val Sta 1784 1000 .085 Bank Sta : Left 1784 Right 1837 CROSS SECTION OUTPUT num= Elev 240.4 231.l 221.7 230.6 230.3 232.2 229.8 233.l num= n Val .07 41 Sta 1259 1753 1807 1965 2292 2479 2623 2853 3 Sta 1837 Elev 237.2 231.2 222.7 230.1 231.l 232 .2 232.2 235.5 n Val .085 Lengths : Left Channel 600 622 Profile #PF 1 Sta 1261 1784 1813 2055 2323 2503 2637 2861 Right 560 Elev 237.2 231.1 224 229.4 231 .5 232.2 232.3 235.5 Sta 1517 1792 1837 2105 2396 2554 2666 2950 Coeff Contr. .1 Elev 231.5 222.7 230.7 229.8 232.l 232.3 232 239 .l Expan . . 3 E.G. Elev (ft) 234 .30 Element Left OB Channel Right OB Vel Head (ft) 0 .10 Wt. n-Val . 0.085 0 .070 0 .085 w.s . Elev (ft) 234 .20 Reach Len. (ft) 600.00 622 .00 560.00 Crit W.S . (ft) Flow Area (sq ft) 951. 58 468.68 2992 .35 E.G. Slope (ft/ft) 0 .002564 Area (sq ft) 951. 58 468 .68 2992.35 Q Total (cfs) 9161.00 Flow (cfs) 1531. 32 2032.85 5596 . 83 Top Width (ft) 1412 .60 Top Width (ft) 388.12 53.00 971.-48 Vel Total (ft/s) 2 .08 Avg. Vel . (ft/s) 1.61 4.34 1. 87 Max Chl Dpth (ft) 12 .50 Hydr. Depth (ft) 2.45 8.84 3 .08 Conv . Total (cfs) 18093 6 .3 Conv. (cfs) 30244.6 40150 .2 110541.4 Length Wtd. (ft) 578.00 Wetted Per. (ft) 388.15 57.81 974.11 Min Ch El (ft) 221.70 Shear (lb/sq ft) 0.39 1. 30 0. 49 Alpha 1. 56 Stream Power (lb/ft s) 0.63 5 .63 0. 92 Frctn Loss (ft) 1. 64 Cum Volume (acre-ft) 2144 .77 541.93 2991.40 C & E Loss (ft) 0.00 Cum SA (acres) 439.66 43.65 626.77 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. CROSS SECTION RIVER: Lick Creek Main REACH: Fema X-sect RS : 38600 INPUT Description: Station Elevation Data num= 28 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 240 llOO 236.5 1200 229.9 1303 229.9 1310 221.1 1315 220.6 1324 221.7 1357 229.9 1400 229 .9 1500 228 .7 1600 227 .8 1700 228.6 1800 228.8 1900 230 .2 1981 230.8 2000 223 .2 2016 230.9 2100 230 .7 2157 230 .7 2195 229 2211 227 .5 2235 230 .4 2250 230.5 2300 229.9 2400 230.7 2500 233 .4 2600 237 2700 241.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1303 .07 1357 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan . 1303 1357 155 166 92.5 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 232 .66 Element Left OB Channel Right OB Vel Head (ft) O. ll Wt . n-Val. 0 .085 0 .070 0.085 w.s. Elev (ft) 232 .55 Reach Len. (ft) 155 .00 166.00 92.50 Crit W.S. (ft) Flow Area (sq ft) 325.91 433 . ll 3299.19 E.G. Slope (ft/ft) 0 .003146 Area (sq ft) 325.91 433. ll 3299.19 Q Total (cfs) 9161.00 Flow (cfs) 552.91 1940.44 6667.66 Top Width (ft) 1308. 58 Top Width (ft) 143 .13 54.00 llll.46 Vel Total (ft/s) 2.26 Avg. Vel. (ft/s) 1. 70 4 .48 2.02 Max Chl Dpth (ft) ll. 95 Hydr. Depth (ft) 2 .28 8.02 2.97 Conv. Total (cfs) 163318.7 Conv. (cfs) 9857.0 34593 .3 ll8868.4 Length Wtd . (ft) ll3.12 Wetted Per . (ft) 143.21 59.34 lll5. 02 Min Ch El (ft) 220 .60 Shear (lb/sq ft) 0.45 1 .43 0.58 Alpha 1.45 Stream Power (lb/ft s) 0.76 6 .42 1.17 Frctn Loss (ft) 0 .35 Cum Volume (acre-ft) 2135.97 535 .49 2950 . 96 C & E Loss (ft) 0 .00 Cum SA (acres) 436 .00 42.89 613 . 38 CROSS SECTION RIVER : Lick Creek Main REACH : Fema X-sect RS: 38434 INPUT Description: Station Elevation Data num= 35 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 240.5 1074 237 .6 ll05 236 .4 ll22 235.2 1159 232 .7 1210 229.6 1318 229 .4 1320 226.9 1327 220 .5 1333 219 .9 1342 221 1354 223.9 1376 229.4 1418 229.4 1515 228.3 1613 1985 2194 2394 227.4 230.4 228.9 230.6 Manning's n Values Sta n Val 1000 .085 1711 2004 2210 2414 228 .2 223.2 227 .5 231. 2 num= Sta n Val 1318 . 07 1808 2019 2233 2492 3 Sta 1376 228.4 230.5 230 233.4 n Val .085 1868 2101 2248 2590 229.2 230.4 230.3 237 1906 2157 2297 2688 Bank Sta : Left 1318 Right 1376 Lengths: Left Channel 155 166 Right 92.5 Coeff Contr. .1 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S . Elev (ft ) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd . (ft) Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft) CROSS SECTION REACH: Fema X-sect INPUT Description: Profile #PF 1 232.31 0 .13 232.18 0.003122 9161. 00 1281.21 2.30 12.28 163948.3 115. 84 219.90 1. 55 0.36 0.00 Element Wt. n-Val . Reach Len . (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) RIVER: Lick Creek Main RS : 38268 Station Elevation Data num= 35 Sta Elev 1000 241 1220 229.2 1360 1626 1989 2193 2389 220.4 227.l 230 228.7 230.6 Manning's n Values Sta n Val 1000 .085 Sta 1078 1333 1372 1721 2007 2209 2408 Elev 237 .8 228.9 223.2 227 .8 223 .2 227 .4 231.1 num= Sta n Val 1333 . 07 Sta 1110 1335 1394 1817 2023 2232 2484 3 Sta 1394 Elev 236.2 226 228.9 228 230.2 230.1 233.3 n Val .085 Sta 1128 1343 1435 1875 2103 2246 2580 Elev 234 .9 219.8 228.9 228.8 230.l 230.2 236.9 Left OB 0.085 155.00 344.25 344.25 583 .70 150 .45 1. 70 2.29 10446.1 150 .53 0 .45 0 .76 2134 .78 435 .48 Sta 1166 1351 1531 1912 2157 2294 2675 Bank Sta: Left 1333 Right 1394 Lengths: Left Channel 155 166 Right 92 .5 Coeff Contr. .1 CROSS SECTION OUTPUT E.G. Elev (ft ) Vel Head (ft) W.S. Elev (ft ) Cri t W. S. (ft ) E .G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) Profile #PF 1 231.94 0.14 231. 80 0.003116 9161. 00 1257 .63 2 .34 12.60 164112. 7 118.75 219.20 1.67 0 .37 0.00 Element Wt. n -Val. Reach Len . (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr . Depth (ft) Conv. (cfs) Wetted Per . (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 0.085 155 .00 370 .10 370.10 635 .88 158.34 1.72 2.34 11391. 3 158.42 0.45 0 .78 2133.50 434 .93 229 .8 230 .5 229 .8 241 Expan . .3 Channel 0.070 166 .00 483.31 483 .31 2234 .50 58.00 4 .62 8.33 39989.4 62.81 1. 50 6. 94 533.74 42.67 Elev 232.3 219.2 227.9 229.3 230 .2 229.7 241 Expan . . 3 Channel 0.070 166 .00 532 .98 532 .98 2547.36 61. 00 4 .78 8 .74 45634 .1 65.79 1.58 7.53 531 .81 42 .45 Right OB 0 .085 92.50 3163.83 3163.83 6342.79 1072 .76 2 .00 2.95 113512.7 1076.05 0.57 1.15 2944.09 611. 06 Right OB 0 .085 92 .50 3015 .26 3015 .26 5977.76 1038 .28 1. 98 2 .90 107087.3 1041.28 0.56 1.12 2937.53 608.82 CROSS SECTION REACH : Fema X-sect INPUT Description: RIVER : Lick Creek Main RS : 38012 Station Elevation Data num= 35 Sta Elev 1000 241.5 1229 228.9 1378 219 .7 1639 226.7 1994 229 .6 2193 2383 228 .6 230.5 Manning's n Values Sta n Val 1000 .085 Sta 1081 1348 1391 1732 2011 2218 2472 Elev 237 .9 228 .4 222 .5 227.4 223 .2 227.4 231.l num= Sta n Val 1348 . 07 Sta 1115 1351 1413 1825 2026 2230 2476 3 Sta 1413 Elev 236.1 225.l 228.4 227.6 229.8 229.9 233.3 n Val .085 Sta 1133 1360 1453 1882 2104 2244 2569 Bank Sta: Left 1348 Right 1413 Lengths: Left Channel Right 92 .5 CROSS SECTION OUTPUT E.G . Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft ) 155 166 Profile #PF 1 231.57 0.16 231.41 Element Wt . n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per . (ft) Elev 234.6 219.2 228.4 228.4 229.8 230 236 .9 Sta 1174 1368 1546 1918 2157 2290 2663 Coeff Contr. .1 Left OB 0 .085 155 .00 386 .87 386 .87 668.53 165.09 Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 0.003141 9161 .00 1289.66 2.35 12.81 163457.3 121. 70 218.60 1. 83 0.38 0.00 Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) 1. 73 2 .34 11928.4 165.16 0.46 0.79 2132 .16 434.35 CROSS SECTION REACH: Fema X-sect RIVER: Lick Creek Main RS: 37936 INPUT Description: Station Elevation Data Sta El ev 1000 242 1239 228.6 1396 1652 1998 2192 2378 219 226.3 229.3 228 .5 230.5 Manning's n Values Sta n Val 1000 .085 Sta 1085 1362 1409 1743 2015 2206 2396 Sta 1362 Bank Sta: Left 1362 Right 1432 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S . (ft) E.G. Slope (ft/ft) num= Elev 238 227.9 221.7 227 223 .2 227.3 231 num= n Val .07 35 Sta 1120 1366 1432 1833 2029 2228 2469 3 Sta 1432 Elev 235.9 224.2 227.9 227.2 229.4 229.7 233.3 n Val .085 Sta 1139 1376 1471 1889 2106 2242 2559 Lengths: Left Channel Right 92.5 155 166 Profile #PF 1 231.19 0.17 231.02 0 .003045 Element Wt . n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Elev 234.3 218.6 227.9 227 .9 229 .5 229.9 236 .9 Sta 1181 1386 1561 1924 2157 2287 2650 Coeff Contr . .1 Left OB 0 .085 155 .00 399 .35 399.35 Elev 231.9 218.6 227.4 228.9 230 229.6 240.9 Expan . . 3 Channel 0 .070 166.00 585.42 585.42 2886.63 65.00 4 .93 9.01 51505 .4 69 .38 1.65 8 .16 529.68 42 .21 Elev 231. 5 217.9 227 228.5 229 .7 229 .5 240 .9 Expan. . 3 Channel 0.070 166 .00 651. 28 651.28 Right OB 0.085 92.50 2917.80 2917.80 5605.84 1059 .57 1. 92 2.75 100023.4 1062.55 0.54 1. 03 2931.23 606 .60 Right OB 0.085 92.50 2722.43 2722.43 Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv . Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Lo ss (ft) c & E Loss (ft) 9161.00 1206.06 2 .43 13.12 166022 .4 124 .50 217 .90 1. 89 0 .37 0 .00 Flow (cfs) Top Width (ft) Avg . Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s ) Cum Volume (acre-ft) Cum SA (acres) CROSS SECTION REACH: Fema X-sect RIVER: Lick Creek Main RS : 37770 INPUT Description : Station Elevation Data num= Elev 238.l 227.4 Sta Elev Sta 1000 242.5 1088 1249 1414 1665 2002 2191 2372 228 .3 218 .3 226 228.8 228.3 230.4 Manning's n Values Sta n Val 1000 .085 1377 1427 1753 2019 2215 2380 221 226.6 223.2 227.3 230.9 num= Sta n Val 1377 .07 35 Sta 1125 1381 1450 1842 2033 2226 2461 3 Sta 1450 Elev 235 .8 223 .3 227 .4 226 .8 229 229 .6 233.3 n Val .085 Sta 1145 1393 1488 1895 2107 2240 2549 Elev 234.l 217.9 227 .4 227.5 229 .2 229.7 236.9 676 .84 171.41 1. 69 2.33 12266 .2 171.47 0.44 0.75 2130 .76 433 .76 Sta 1189 1404 1577 1930 2157 2284 2638 Bank Sta : Left 1377 Right 1450 Lengths : Left Channel 155 166 Right 92 .5 Coeff Contr. .1 CROSS SECTION OUTPUT Profile #PF 1 E .G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S . (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft ) Conv. Total (cfs ) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 230.82 0 .19 230.63 0 .002969 9161 .00 11 76. 63 2 .47 13.43 168118. 2 127.34 217.20 1. 98 0 .37 0 .00 Element Wt . n-Val . Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs ) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) CROSS SECTION REACH: Fema X-sect RIVER: Lick Creek Main RS: 37604 INPUT Description : Station Elevation Sta Elev 1000 243 1259 227 .9 1432 1678 2006 2190 2387 217.7 225.6 228 .4 228.2 230 .4 Data Sta 1091 1392 1445 1764 2022 2204 2394 num= Elev 238 .3 226 .9 220.3 226.2 223.2 227 .2 230.9 Manning 's n Values num= Sta n Val Sta n Val 1000 .085 1392 .07 35 Sta 1129 1396 1469 1850 2036 2225 2453 3 Sta 1469 Elev 235 .6 222 .4 226.9 226 .4 228 .7 229.4 233.2 n Val .085 Sta 1150 1409 1506 1902 2108 2238 2539 Elev 233 .8 217 .3 227 227.1 228.9 229.5 236.8 Left OB 0 .085 155.00 414.09 414.09 692 .55 177.94 1. 67 2.33 12709.3 178.00 0.43 0 . 72 2129.31 433 .13 Sta 1196 1422 1592 1936 2158 2281 2625 3249 .15 70.00 4 .99 9 .30 58883.5 74 .09 1. 67 8 .34 527 .32 41 .95 Elev 231 .l 217 .2 226 .6 228.1 229.5 229.4 240.8 Expan . .3 Channel 0.070 166.00 704.82 704.82 3563 .78 73 .00 5.06 9 .66 65400 .7 77.12 1. 69 8.57 524.74 41. 68 Elev 230 .7 216 .5 226.2 227 .6 229 .2 229.3 240 .8 5235 .01 964.65 1. 92 2.82 94872 .7 967.26 0.54 1. 03 2925 .25 604.45 Right OB 0.085 92.50 2594.50 2594.50 4904.67 925.69 1. 89 2.80 90008 .2 928 .06 0.52 0.98 2919.60 602.44 Bank Sta: Left 1392 Right 1469 Lengths: Left Channel 155 166 Right 92.5 Coeff Contr. .1 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft ) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (f t) Alpha Frctn Loss (ft) C & E Loss (ft) CROSS SECTION REACH: Fema X-sect INPUT Description: Profile llPF 1 230.44 0 .20 230.24 0.002876 9161. 00 1165. 66 2.49 13. 74 170814.8 129.89 216.50 2.08 0.36 0.00 Element Wt. n-Val . Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per . (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) RIVER: Lick Creek Main RS: 37438 Station Elevation Data num= 35 Sta Elev 1000 243.5 1259 1450 1691 2010 2189 2361 227.6 217 225.2 228 228.l 230.3 Manning's n Values Sta n Val 1000 .085 Sta 1095 1407 1463 1775 2026 2213 2378 Elev 238.4 226.4 219.5 225.8 223 .2 227.2 230.8 num= Sta n Val 1407 .07 Sta 1134 1412 1488 1859 2043 2223 2445 3 Sta 1488 Elev 235.5 221.5 226.4 226 228.3 229.2 233.2 n Val .085 Sta 1156 1426 1524 1909 2110 2236 2529 Elev 233.5 216.7 226.5 226.6 228 .7 229.4 236.8 Left OB 0.085 155.00 439.99 439 .99 732.91 185.73 1. 67 2.37 13665.8 185.79 0.43 0 . 71 2127 .79 432.49 Sta 1203 1439 1607 1942 2158 2277 2613 Bank Sta: Left 1407 Right 1488 Lengths: Left Channel 155 166 Right 92.5 Coeff Contr. .1 CROSS SECTION OUTPUT E.G. El ev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft) CROSS SECTION REACH: Fema X-sect INPUT Description: Profile llPF 1 230.09 0.20 229.89 0. 002611 9161.00 1115. 01 2.48 14.09 179269.9 132.54 215.80 2 .07 0.34 0.00 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per . (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) RIVER: Lick Creek Main RS: 37272 Station Elevation Data num= 35 Sta Sta Elev Sta Elev Elev Sta Elev Left OB 0.085 155.00 482.02 482.02 785 .75 195.49 1. 63 2.47 15376.2 195.55 0. 40 0.66 2126.15 431.81 Sta Expan. . 3 Channel 0.070 166 .00 768.01 768.01 3909.41 77.00 5.09 9.97 72894.4 81.23 1.70 8.64 521.93 41.39 Elev 230.3 215 .8 225.8 227.2 229 229 .3 240.7 Expan . . 3 Channel 0.070 166.00 831. 26 831. 26 4121.35 81. 00 4 .96 10.26 80649.9 85.07 1. 59 7.90 518.88 41.09 Elev Right OB 0 .085 92.50 2468.70 2468.70 4518.68 902.93 1.83 2.73 84254.6 904.99 0. 49 0 .90 2914 .22 600.50 Right OB 0 .085 92.50 2379 .17 2379.17 4253.90 838.52 1. 79 2.84 83243.9 840.23 0.46 0.83 2909 .08 598.65 1000 1278 1468 1704 2014 2189 2356 244 227.3 216.3 224.9 227.7 228 230.3 Manning's n Values Sta n Val 1000 .085 1098 1422 1482 1786 2030 2202 2372 238.5 225.9 218.8 225.4 228.2 227.2 230.7 num= Sta n Val 1422 . 07 1139 1427 1506 1867 2043 2221 2437 3 Sta 1506 235 .3 220 .6 225 .9 225 .6 227.9 229 233 .2 n Val .085 1162 1442 1541 1916 2111 2233 2519 233.3 216 226 226.2 228.4 229.2 236 .8 1211 1457 1623 1948 2158 2274 2600 Bank Sta: Left 1422 Right 1506 Lengths : Left Channel 155 166 Right 92.5 Coeff Contr. .1 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft) CROSS SECTION REACH: Fema X-sect INPUT Description: Profile #PF 1 229 .74 0 .22 229 .52 0.002553 9161. 00 1077.55 2 .55 14.32 181305.2 134.57 215 .20 2.16 0.32 0.01 Element Wt . n-Val. Reach Len . (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr . Depth (ft) Conv . (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) RIVER: Lick Creek Main RS: 37106 Station Elevation Data num= 35 Sta Elev 1000 244.5 1288 227 1485 215.7 1717 2019 2188 2350 224.5 227.3 227.8 230.2 Manning's n Values Sta n Val 1000 .085 Sta 1102 1437 1500 1796 2034 2201 2366 Elev 238.6 225.4 218.l 225 223.2 227.l 230.7 num= Sta n Val 1437 .07 Sta 1144 1442 1525 1875 2046 2220 2429 3 Sta 1525 Elev 235.2 219.8 225 .4 225.4 227 .6 228.9 233.2 n Val .085 Sta 1167 1459 1559 1923 2113 2231 2508 Elev 233 215.4 225.5 225.8 228.l 229 236 .7 Left OB 0 .085 155 .00 484.95 484.95 769.59 201.33 1. 59 2.41 15231. 0 201.38 0.38 0 .61 2124.43 431.10 Sta 1218 1475 1638 1954 2158 2271 2588 Bank Sta: Left 1437 Right 1525 Lengths : Left Channel 155 166 Right 92 .5 Coeff Contr. .1 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Profile #PF 1 229.42 0.20 229.22 0.002190 9161.00 1053.83 2.46 14 .72 195739.9 135.50 214.50 2.12 Element Wt . n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv . (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Left OB 0.085 155 .00 519. OB 519 .08 773 .41 211.17 1. 49 2 .46 16525.2 211 . 22 0.34 0.50 229 .9 215 .2 225 .3 226.8 228 .7 229 .2 240.7 Expan. .3 Channel 0.070 166 .00 899.99 899 .99 4537.78 84.00 5.04 10. 71 89807 .l 88.30 1.62 8.19 515.58 40.78 Elev 229.5 214.5 224.9 226.3 228.5 229.1 240.6 Expan . . 3 Channel 0.070 166 .00 971.75 971. 75 4634.21 88.00 4.77 11.04 99017 .5 92.40 1.44 6.86 Right OB 0 .085 92 .50 2205.10 2205.10 3853.63 792 .21 1. 75 2.78 76267.2 792.37 0 .44 0.78 2904.21 596.92 Right OB 0.085 92 .so 2230.42 2230.42 3753.38 754.65 1 .68 2 .96 80197.l 756.12 0.40 0.68 Frctn Loss {ft) C & E Loss {ft) CROSS SECTION REACH: Fema X-sect INPUT Description: 0 .27 0 .01 Cum Volume {acre-ft) Cum SA {acres) RIVER : Lick Creek Main RS : 36940 Station Elevat i on Data num= 35 Sta Elev 1000 245 1298 226.6 1503 1730 2023 2187 2345 215 224 .1 226 .9 227.7 230.2 Manning's n Values Sta n Val 1000 . 085 Sta 1105 1452 1518 1807 2037 2199 2360 Elev 238 .B 224 .9 217.3 224.6 223 .2 227 .l 230 .6 num= Sta n Val 1452 .07 Sta 1149 1457 1544 1884 2050 2218 2421 3 Sta 1544 Elev 235 218.9 224.9 224.B 227.2 2 28 .7 233.1 n Val .OBS Sta 1173 1475 1577 1930 2114 2229 2498 Bank Sta: Left 1452 Right 1544 Lengths: Left Channel Right 92 .5 CROSS SECTION OUTPUT E.G. Elev {ft) Vel Head {ft) W.S. Elev {ft) Crit W.S. {ft) E.G. Slope {ft/ft) Q Total {cfs) Top Width {ft) 155 166 Profile #PF 1 229.14 0.18 228 .97 Element Wt . n -Val. Reach Len. {ft) Flow Area (sq ft) Area (sq ft) Flow {cfs) Top Width (ft) Avg. Vel. {ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per . {ft) Elev 232 .7 214 .B 225 225.3 227.8 228.9 236 .7 2122.65 430 .37 Sta 1226 1493 1653 1961 2158 2268 2575 Coeff Contr. .1 Left OB 0.085 155 .00 575 .68 575 .68 809.79 222 .12 Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total {cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 0 .001819 9161. 00 1024.52 2.36 15 .17 214783 .7 136.47 213.80 2 .07 0 .23 0.00 Shear {lb/sq ft) Stream Power {lb/ft s) Cum Volume (acre-ft) Cum SA (acres) 1. 41 2.59 18985.8 222.17 0.29 0.41 2120.70 429.60 CROSS SECTION REACH: Fema X-sect RIVER: Lick Creek Main RS: 36774 INPUT Description: Station Elevation Data num= Sta Elev Sta Elev 238.9 224 .5 216.6 224.2 223 .2 1000 245.3 1109 1308 1521 1743 2027 2186 2339 226.3 214.3 223.8 226 .5 227 .6 230 .l Manning's n Values Sta n Val 1000 . 085 1466 1536 1818 2041 2198 2354 227 230 .6 num= Sta n Val 1466 .07 35 Sta 1154 1473 1562 1892 2053 2216 2414 3 Sta 1562 Elev 234 .9 218 224.5 224.4 226.8 228 .5 233.l n Val .085 Bank Sta: Left 1466 Right 1562 Lengths: Left Channel CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head {ft) 155 166 Profile #PF 1 228.91 0.16 Element Wt . n-Val. Sta 1179 1492 1594 1937 2116 2227 2488 Right 92.5 Elev 232 .4 214 .l 224.5 224.9 227.5 228.7 236 .7 Sta 1233 1510 1669 1967 2158 2265 2563 Coeff Contr. .1 Left OB 0 .085 512 .02 40. 45 Elev 229 .1 213.8 224.5 225.9 228.2 229 240.6 Expan. . 3 Channel 0.070 166.00 1059.74 1059.74 4736.08 92 .00 4 .47 11.52 111039. 4 96.63 1. 25 5 .57 508 .15 40 .11 Elev 228 .6 213.l 224.l 225 .5 228 228 .9 240.5 Expan. . 3 Channel 0.070 2899 .50 595.27 Right OB 0.085 92.50 2250.39 2250.39 3615.14 710 .40 1. 61 3 .17 84758.5 711. 60 0.36 0.58 2894.74 593. 72 Right OB 0.085 W.S. Elev (ft) Crit W.S. (ft) E .G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) CROSS SECTION REACH : Fema X-sect INPUT Description: 228.75 0 .001542 9161.00 1005.29 2 .27 15 .65 233295.4 136 .97 213 .10 2 .04 0 .19 0.01 Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg . Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) RIVER: Lick Creek Main RS: 36608 Station Elevation Data num= Elev 239 224 215.9 223 223 .2 227 230.5 35 Sta Elev 1000 246 1318 1539 1756 2031 2186 2333 226 213.7 223.4 226 .1 227.4 230.l Manning's n Values Sta n Val 1000 . 085 Sta 1112 1481 1554 1828 2045 2197 2348 num= Sta n Val 1481 . 07 Sta 1159 1488 1581 1900 2056 2214 2406 3 Sta 1581 Elev 234.7 217.l 224 224 226 .5 228 .4 233.l n Val .085 Sta 1184 1509 1612 1944 2117 2225 2478 .Elev 232 .2 213.5 224 224.5 227 .2 228.6 236.7 155 .00 626 .57 626.57 826.65 235. 11 1.32 2.67 21051.5 235.16 0.26 0.34 2118 . 56 428 .78 Sta 1241 1528 1684 1973 2158 2261 2550 Bank Sta: Left 1481 Right 1581 Lengths: Left Channel 155 166 Right 92 .5 Coeff Contr. .1 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S . (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) CROSS SECTION REACH: Fema X-sect INPUT Description: Profile #PF 1 228.72 0.14 228 .58 0.001231 9161.00 988.15 2 .12 16.18 261066 .7 137 .82 212.40 1. 97 0.16 0 .00 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs ) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) RIVER: Lick Creek Main RS : 36442 Station Elevation Data num= 35 Sta Elev 1000 246.5 1327 1557 1769 2035 2185 2328 225.7 213 223 225.7 227.3 230 Sta 1116 1496 1573 1839 2049 2196 2342 Elev 239.l 223.5 215.1 223.5 223.2 226.9 230 .4 Sta 1164 1503 1599 1909 2060 2213 2398 Elev 234.6 216 .2 223 .5 223.7 226 .l 228 .2 233 Sta 1190 1525 1629 1951 2118 2223 2468 Elev 231. 9 212.9 223.5 224 226.9 228.4 236.6 Left OB 0.085 155.00 697 .96 697.96 859.38 245.38 1.23 2.84 24490.3 245.44 0.22 0.27 2116 .20 427.93 Sta 1248 1546 1699 1979 2158 2258 2538 166.00 1144. 59 1144. 59 4833.05 96.00 4.22 11. 92 123079.2 100.39 1.10 4.63 503.95 39.75 Elev 228.2 212.4 223.7 225.l 227.7 228.8 240 .4 Expan . . 3 Channel 0 .070 166 .00 1242.37 1242.37 4817.66 100.00 3.88 12.42 137292.0 104.59 0.91 3.54 499 .40 39.37 Elev 227.8 211 .8 223.2 224.6 227.5 228.7 240 .4 92.50 2271. 67 2271. 67 3501 .30 674.18 1. 54 3.37 89164.7 675 .21 0.32 0 .50 2889.94 592.25 Right OB 0.085 92 .50 2377.08 2377.08 3483 .95 642 .77 1.47 3.70 99284.4 643.66 0.28 0.42 2885.01 590 .85 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1496 .07 1599 .085 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. 1496 1599 155 166 92 .5 .1 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 228.56 Element Left OB Vel Head (ft) 0.13 Wt. n-Val . 0 .085 w.s. Elev (ft) 228.43 Reach Len. (ft) 155.00 Crit W.S. (ft) Flow Area (sq ft) 782.73 E.G. Slope (ft/ft) 0 .001040 Area (sq ft) 782.73 Q Total (cfs) 9161.00 Flow (cfs) 927.05 Top Width (ft) 987.38 Top Width (ft) 256.91 Vel Total (ft/s) 2.03 Avg. Vel. (ft/s) 1.18 Max Chl Dpth (ft) 16.63 Hydr. Depth (ft) 3.05 Conv. Total (cfs) 284129 .0 Conv. (cfs) 28752.4 Length Wtd. (ft) 139.08 Wetted Per. (ft) 256.97 Min Ch El (ft) 211. 80 Shear (lb/sq ft) 0.20 Alpha 1.98 Stream Power (lb/ft s) 0 .23 Fr ctn Loss (ft) 0 .13 Cum Volume (acre-ft) 2113 . 57 C & E Loss (ft) 0 .00 Cum SA (acres) 427.04 CROSS SECTION RIVER : Lick Creek Main REACH: Fema X-sect INPUT Description: Station Elevation Data Sta Elev Sta 1000 247 1119 1337 225 .3 1511 1575 212 .3 1591 1782 222.7 1850 2039 225.3 2052 2184 227.2 2195 2322 230 2336 Manning's n Values Sta n Val Sta 1000 .085 1511 Bank Sta: Left 1511 Right 1618 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) RS : 36276 num= 35 Elev Sta Elev Sta Elev Sta 239 .3 1169 234.4 1196 231. 6 1255 223 1518 215.4 1542 212.3 1564 214.4 1618 223 1647 223 1715 223.1 1917 223 .3 1958 223.6 1985 223 .2 2063 225.7 2120 226 .6 2158 226 .9 2211 228 2221 228.2 2255 230.4 2390 233 2457 236.6 2525 num= 3 n Val Sta n Val .07 1618 .085 Lengths : Left Channel Right 92.5 Coeff Contr. .1 155 166 Profile #PF 1 228.42 0 .11 228.31 0.000855 9161 .00 988.13 1. 91 17.21 313302 .7 139.92 211.10 1. 96 0.11 0.00 Element Wt. n-Val . Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 0.085 155.00 890.37 890.37 1011.17 268.78 1.14 3.31 34581. 5 268 .86 0.18 0.20 2110. 59 426.10 CROSS SECTION REACH: Fema X-sect RIVER: Lick Creek Main RS: 36110 INPUT Expan. . 3 Channel 0.070 166.00 1346 .86 1346.86 4959 .95 103.00 3 .68 13 .08 153833 .3 107.91 0.81 2.98 494.47 38 .99 Elev 227.4 211.1 222.8 224 .2 227.2 228.6 240.3 Expan . . 3 Channel 0.070 166.00 1457.77 1457.77 5003.53 107.00 3.43 13.62 171118. 7 112.10 0.69 2.38 489 .12 38 .59 Right OB 0.085 92.50 2386.02 2386.02 3274.00 627.47 1. 37 3 .80 101543 .4 628.16 0.25 0.34 2879.95 589.50 Right OB 0.085 92.50 2446.22 2446.22 3146.31 612.35 1.29 3 .99 107602.5 612.87 0.21 0.27 2874 .82 588.19 Description: Station Elevation Sta Elev 1000 247 .5 1347 225 1593 211. 6 1795 2044 2183 2317 222.3 224.9 227 229.9 Manning's n Values Sta n Val 1000 .085 Data Sta 1123 1526 1609 1860 2056 2194 2330 num= Elev 239 .4 222.5 213. 7 222.7 223.2 226.9 230.3 num= Sta n Val 1526 .07 35 Sta 1174 1534 1637 1926 2066 2209 2382 3 Sta 1637 Elev 234.3 214 .4 222.5 222.9 225.3 227.9 233 n Val .085 Sta 1202 1558 1665 1965 2121 2219 2447 Bank Sta: Left 1526 Right 1637 Lengths: Left Channel Right 92.5 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) 155 166 Profile #PF 1 228.31 0.10 228.21 Element Wt. n-Val . Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr . Depth (ft) Conv . (cfs) Wetted Per. (ft) Elev 231.4 211. 6 222.5 223.2 226.3 228.l 236.6 Sta 1263 1581 1730 1991 2158 2252 2513 Coeff Contr. .1 Left OB 0.085 155 .00 994 .60 994 .60 Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 0.000700 9161 .00 982.01 1.80 17.81 346266.9 140.58 210.40 1. 93 0 .09 0.00 Shear (lb/ sq ft) Stream Power (lb/ft s ) Cum Volume (acre-ft) Cum SA (acres) 1071. 20 279 .80 1. 08 3 .55 40489.2 279.88 0.16 0.17 2107.24 425.12 CROSS SECTION REACH : Fema X-sect INPUT Description: RIVER: Lick Creek Main RS: 35944 Station Elevation Data num= Elev 239.5 35 Sta Elev 1000 248 1357 1611 1808 2048 2182 2311 224.7 211 221.9 224.5 226.9 229.9 Manning's n Values Sta n Val 1000 .085 Sta 1126 1541 1627 1871 2060 2192 2324 222 212.9 222.3 223.2 226.8 230.2 num= Sta n Val 1541 . 07 Sta 1178 1549 1655 1934 2070 2208 2374 3 Sta 1655 Elev 234 .l 213.5 222 222.5 225 227.7 233 n Val .OBS Sta 1207 1575 1682 1972 2123 2217 2437 Bank Sta: Left 1541 Right 1655 Lengths: Left Channel Right 92.5 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S . Elev (ft) Crit W.S . (ft) E .G . Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) 155 166 Profile #PF 1 228.22 0 .09 228.13 0 .000577 9161. 00 982 .75 1. 70 18.43 381355.9 Element Wt. n -Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Elev 231 .l 2 11 222 222.7 226 227.9 236.5 Sta 1270 1599 1745 1997 2159 2248 2500 Coeff Contr. .1 Left OB 0.085 155.00 1111 . 94 1111 . 94 1137.32 292.43 1 .02 3.80 47344.5 Elev 227 210.4 222.4 223 .8 227 228.5 240.3 Expan. . 3 Channel 0.070 166.00 1577 .70 1577.70 5044.85 111. 00 3.20 14.21 190685.l 116 .13 0.59 1. 90 483 .34 38.17 Elev 226.6 209.7 222 223.3 226.8 228.4 240 .2 Expan. .3 Channel 0 .070 166.00 1694.03 1694 .03 5061 .14 114 .00 2.99 14 .86 210686.2 Right OB 0.085 92.50 2511. 32 2511 . 32 3044 .95 591. 21 1.21 4.25 115092.7 591.62 0 .19 0 .22 2869.55 586 .91 Right OB 0.085 92.50 2590.85 2590.85 2962.54 576.32 1.14 4.50 123325.2 Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) CROSS SECTION REACH: Fema X-sect INPUT Description: Station Elevation Sta Elev 1000 248 .5 1367 224 .4 1629 210.3 1821 221. 6 2052 224 .l 2 182 226 .8 2306 229 .8 Manning's n Values Sta n Val 1000 . 085 141. 28 209.70 1 .90 0.07 0 .00 Wetted Per. (ft) Shear (l b/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) RIVER : Lick Cr eek Main RS: 35778 Data Sta 1130 1555 1645 1882 2064 2191 2318 Sta 1555 num= Elev 239 .6 221 .5 212 .2 221.9 223.2 226 .8 230.2 num= n Val .07 35 Sta 1183 1564 1674 1942 2073 2206 2366 3 Sta 1674 Elev 234 212 . 7 221 .5 222 .1 224 .6 227.5 232 .9 n Val .085 Sta 1213 1591 1700 1979 2124 2215 2427 Elev 230 .8 210 .4 221. 6 222 .3 225 .7 227 .7 236.5 292.53 0.14 0 .14 2103 .49 424.11 Sta 1278 1617 1761 2003 2159 2245 2488 Bank Sta : Left 1555 Right 1674 Lengths : Left Channel 155 166 Right 92 .5 Coeff Contr. .1 CROSS SECTI ON OUTPUT E.G. El ev (ft) Vel Head (ft) W.S. Elev (ft) Cr i t W.S. (ft) E.G. Sl ope (ft/ft) Q Tot a l (cfs) Top Wi dth (ft) Vel Tot al (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft ) CROSS SECTION REACH: Fema X-sect I NPUT Description: Profile #PF 1 228.14 0 .07 228.06 0.000475 9161.00 981. 57 1. 60 19.06 420419 .0 142 .10 209 .00 1. 88 0 .06 0 .00 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg . Vel . (ft/s) Hydr . Depth (ft) Conv . (cfs ) Wetted Per. (ft) Shear (l b/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) RIVER: Lick Creek Main RS : 35612 Station Elevation Data num= Elev 239.8 35 Sta Elev 1000 249 1376 1647 1834 2056 2181 2300 224 209 .6 221.2 223.7 226.6 229.8 Manning 's n Values Sta n Val 1000 .085 Sta 1133 1570 1664 1892 2067 2190 2312 221 211 .5 221. 5 223 .2 226 .7 230 .l num= Sta n Val 1570 . 07 Sta 1188 157 9 1693 1951 2077 2204 2358 3 Sta 1693 El ev 233.8 211. 8 221 221.7 224 .2 227.4 232 .9 n Val .085 Sta 1219 1608 1718 1986 2125 2213 2417 Elev 230.5 209.7 221.l 221.9 225 .4 227 .6 236 .5 Left OB 0 .085 155.00 1232 .11 1232 .11 1194. 53 303 .35 0 .97 4 .06 54819 .5 303.45 0.12 0 .12 2099.32 423.05 St a 1285 1635 1776 2009 2159 2242 2475 Bank St a : Left 1570 Right 1693 Lengths : Left Channel 155 166 Right 92.5 Coeff Contr. .1 CROSS SECTION OUTPUT Profile #PF 1 119.45 0.51 1.53 477 .10 37.74 Elev 226 .2 209 221 .5 222.9 226 .5 228.3 240.2 Expan. . 3 Channel 0 .070 166 .00 1837.27 1837.27 5116. 72 119 . 00 2.78 15.44 234818.0 124 .36 0.44 1. 22 470.37 37 .30 Elev 225 .8 208 .4 221.1 222 .5 226 .3 228 .2 240 .1 Expan. . 3 576 .62 0.16 0.19 2864.14 585.67 Right OB 0 .085 92 .50 2651.44 2651.44 2849.75 559.22 1. 07 4 .74 130781. 6 559.43 0.14 0 .15 2858 .57 584 .46 E.G. Elev (ft) 228.08 Element Left OB Channel Right OB Vel Head (ft) 0.07 Wt . n-Val . 0.085 0.070 0.085 w.s. Elev (ft) 228.01 Reach Len. (ft) 155.00 166.00 92.50 Crit W.S. (ft) Flow Area (sq ft) 1386. 30 1982.95 2708.42 E.G . Slope (ft/ft) 0.000389 Area (sq ft) 1386 .30 1982.95 2708. 42 Q Total (cfs) 9161 .00 Flow (cfs) 1280.86 5143 .05 2737.09 Top Width (ft) 978.86 Top Width (ft) 316.04 123 .00 539 .83 Vel Total (ft/s) 1.51 Avg. Vel . (ft/s) 0 .92 2.59 1. 01 Max Chl Dpth (ft) 19.61 Hydr. Depth (ft) 4.39 16 .12 5 .02 Conv. Total (cfs) 464350.3 Conv. (cfs) 64924.0 260689.6 138736.7 Length Wtd. (ft) 142 .77 Wetted Per. (ft) 316 .16 128.66 539.97 Min Ch El (ft) 208 .40 Shear (lb/sq ft) 0 .11 0.37 0.12 Alpha 1. 85 Stream Power (lb/ft s) 0.10 0.97 0.12 Frctn Loss (ft) 0.05 Cum Volume (acre-ft) 2094 .66 463.10 2852.88 C & E Loss (ft) 0.00 Cum SA (acres) 421 .94 36.84 583.30 CROSS SECTION RIVER: Lick Creek Main REACH: Fema X-sect RS: 35446 INPUT Description: Station Elevation Data num= 35 Sta El ev Sta Elev Sta Elev Sta Elev Sta Elev 1000 249. 5 1137 239.9 1193 233.7 1224 230.3 1293 225.4 1386 223.7 1585 220.5 1595 210.9 1624 209.l 1652 207.7 1665 209 1682 210.7 1711 220.5 1735 220.6 1791 220.7 1847 220.8 1903 221.1 1959 221.3 1993 221.4 2015 222.l 2060 223.3 2071 223.2 2080 223.9 2127 225.1 2159 226 2180 226.5 2189 226.7 2202 227 .2 2211 227.4 2239 228 .2 2295 229.7 2306 230.1 2351 232.9 2407 236.5 2463 240 .1 Manning's n Val ues num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1585 .07 1711 .085 Bank Sta: Left Right Lengths : Left Channel Right Coef f Contr. Expan. 1585 1711 155 166 92.5 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 228.02 Element Left OB Channel Right OB Vel Head (ft) 0.06 Wt. n-Val . 0.085 0.070 0 .085 W.S . Elev (ft) 227.96 Reach Len. (ft) 155.00 166 .00 92.50 Crit W.S. (ft) Flow Area (sq ft) 1530.93 2112. 94 2766.49 E.G. Slope (ft/ft) 0 .000326 Area (sq ft) 1530.93 2112. 94 2766.49 Q Total (cfs) 9161.00 Flow (cfs) 1348.82 5150.78 2661.40 Top Width (ft) 973 .88 Top Width (ft) 328 .11 126.00 519.76 Vel Total (ft/s) 1. 43 Avg. Vel. (ft/s) 0 .88 2.44 0.96 Max Chl Dpth (ft) 20.26 Hydr. Depth (ft) 4.67 16.77 5 .32 Conv. Total (cfs) 507410.3 Conv. (cfs) 74708.4 285292.0 147409.9 Length Wtd. (ft) 143.42 Wetted Per. (ft) 328.25 131.71 519.87 Min Ch El (ft) 207.70 Shear (lb/sq ft) 0.09 0 .33 0 .11 Alpha 1. 82 Stream Power (lb/ft s) 0.08 0.80 0.10 Frctn Loss (ft) 0.04 Cum Volume (acre-ft) 2089.47 455.29 2847.07 C & E Loss (ft) 0 .00 Cum SA (acres) 420.80 36.36 582.17 CROSS SECTION RIVER : Lick Creek Main REACH: Fema X-sect RS: 35280 INPUT Description: Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 250 1140 240 1230 235 1300 225 1600 220 1610 210 1670 207 1700 210 1730 220 2000 221 2300 230 2450 240 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .085 1600 .07 1730 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1600 1730 700 1080 1050 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 227.98 Element Left OB Channel Right OB Vel Head (ft) 0.05 Wt. n-Val. 0.085 0.070 0.085 w.s. Elev (ft) 227.93 Reach Len. (ft) 700.00 1080.00 1050 .00 Crit W.S . (ft) Flow Area (sq ft) 1657.95 2265.45 2804.80 E.G. Slope (ft/ft) 0.000273 Area (sq ft) 1657.95 2265.45 2804.80 Q Total (cfs) 9161.00 Flow (cfs) 1430.46 5178.41 2552.13 Top Width (ft) 951.37 Top Width (ft) 320.49 130.00 500.89 Vel Total (ft/s) 1. 36 Avg. Vel. (ft/s) 0.86 2.29 0.91 Max Chl Dpth (ft) 20 .93 Hydr. Depth (ft) 5.17 17.43 5.60 Conv. Total (cfs) 554922 .l Conv. (cfs) 86649.0 313679.3 154593.8 Length Wtd. (ft) 978.53 Wetted Per. (ft) 320.74 135. 99 500 .99 Min Ch El (ft) 207.00 Shear (lb/sq ft) 0.09 0.28 0.10 Alpha 1. 78 Stream Power (lb/ft s) 0.08 0.65 0.09 Frctn Loss (ft) 0.54 Cum Volume (acre-ft) 2083.80 446.95 2841.15 C & E Loss (ft) 0.01 Cum SA (acres) 419.64 35 .88 581.09 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. CROSS SECTION RIVER: Lick Creek Main REACH: Fema X-sect RS: 34200 INPUT Description: Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 250.2 1100 246.8 1200 238 .1 1300 231.7 1400 223.3 1415 222.1 1437 215.2 1454 222 .5 1500 222 1600 222.3 1622 211.4 1626 210.9 1629 211. 7 1645 220.8 1700 221. 6 1749 219 .6 1757 214 1764 219.6 1800 220.5 1832 219.6 1875 222.l 1900 226.9 1944 237.l 2000 238.9 2100 241.l 2200 242.3 2300 241. 5 2400 239.9 2500 239.8 2850 240 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .075 1600 .07 1645 .085 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 1600 1645 570 614 520 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 227.43 Element Left OB Channel Right OB Vel Head (ft) 0 .13 Wt. n-Val . 0.075 0.070 0 .085 w.s. Elev (ft) 227.30 Reach Len. (ft) 570.00 614 .00 520.00 Crit W.S. (ft) Flow Area (sq ft) 1244.72 519.16 1661.20 E.G. Slope (ft/ft) 0.001674 Area (sq ft) 1244.72 519.16 1661.20 Q Total (cfs) 9161.00 Flow (cfs) 2938.77 2143.02 4079.21 Top Width (ft) 549.29 Top Width (ft) 247.58 45.00 256. 71 Vel Total (ft/s) 2.67 Avg. Vel. (ft/s) 2.36 4 .13 2.46 Max Chl Dpth (ft) 16.40 Hydr. Depth (ft) 5.03 11.54 6.47 Conv. Total (cfs) 223934.4 Conv. (cfs) 71836.3 52384.6 99713.5 Length Wtd. (ft) 557.97 Wetted Per. (ft) 250.36 50 .09 261.09 Min Ch El (ft) 210.90 Shear (lb/sq ft) 0.52 1. 08 0.66 Alpha 1.18 Stream Power (lb/ft s) 1.23 4.47 1.63 Frctn Loss (ft) 1. 00 Cum Volume (acre-ft) 2060.47 412.43 2787.33 C & E Loss (ft) 0.00 Cum SA (acres) 415.08 33.71 571.96 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. CROSS SECTION REACH: Fema X-sect RIVER: Lick Creek Main RS: 33586 INPUT Description: Station Elevation Data Sta Elev 1000 245.6 1373 1467 1590 1711 1793 1960 2258 2475 222.2 221.l 210.7 219 219 234.3 236.7 235.8 Manning's n Values Sta n Val 1000 . 075 Sta 1093 1387 1560 1594 1719 1836 2059 2269 2526 Sta 1560 Bank Sta: Left 1560 Right 1608 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) w.s. Elev (ft) Crit W.S . (ft) E.G. Slope (ft/ft ) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) num= Elev 242.6 221 .3 221 .3 212.5 214.5 221 236 .4 236 .6 235 .9 num= n Val .07 43 Sta 1140 1408 1571 1608 1726 1857 2063 2357 2804 3 Sta 1608 Elev 239 215.7 219 .1 219 .8 219 224.2 236.4 235.6 238 n Val .085 Sta 1187 1420 1583 1651 1754 1861 2159 2372 Elev 235 220.2 210.4 220.4 219.6 224.8 237.1 235.6 Sta 1280 1424 1587 1662 1761 1904 2166 2456 Lengths : Left Channel Right 520 Coeff Contr. .1 570 614 Profile #PF 1 226.42 0.14 226.28 0.001940 9161.00 551. 66 2 .79 16.28 207991 .6 559.98 210 .00 1.18 1.12 0 .00 Element Wt . n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft ) Flow (cfs) Top Width (ft) Avg . Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 0.075 570.00 1146. 62 1146. 62 2801.28 242 .80 2 .44 4. 72 63600 .2 244.77 0.57 1.39 2044 .83 411 . 87 Elev 229 221. 6 210 220 .6 219.7 232 .9 237.1 235.7 Expan. . 3 Channel 0 .070 614.00 517.91 517.91 2204.50 48 .00 4.26 10.79 50051.0 53.32 1.18 5.01 405.12 33.05 Right OB 0 .085 520.00 1613.74 1613.74 4155.23 260.86 2 .57 6.19 94340.4 263.88 0.74 1. 91 2767 .78 568.87 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. CROSS SECTION REACH: Fema X-sect RIVER: Lick Creek Main RS: 32972 INPUT Description: Station Elevation Sta Elev 1000 241 1347 1433 1551 1673 1755 1920 2216 2431 221. 2 220.2 209.6 218.4 218.4 229.8 231.9 231.7 Data Sta 1007 1360 1520 1556 1681 1797 2019 2225 2482 Manning's n Values Sta n Val Sta 1520 1000 .075 Bank Sta: Left 1520 Right 1570 CROSS SECTION OUTPUT num= Elev 238.4 220.4 220 .2 211.1 215 219.8 231 .7 231 .9 231 .9 num= n Val .07 43 Sta 1130 1379 1531 1570 1688 1818 2022 2314 2758 3 Sta 1570 Elev 235.5 216.3 213.8 218.8 218 .4 222 .2 231.7 231. 5 236 n Val .085 Lengths : Left Channel 570 614 Profile #PF 1 Sta 1173 1390 1543 1613 1715 1822 2117 2329 Right 520 Elev 232 219.6 209.4 219.5 218.8 222.7 232 231.3 Sta 1260 1393 1548 1624 1723 1865 2124 2413 Coeff Contr. .1 Elev 226 .4 220 .6 209 219.6 218 .9 228 .7 231. 9 231.6 Expan. . 3 E.G. Elev (ft) 225 .30 Element Left OB Channel Right OB Vel Head (ft) 0.17 Wt. n-Val. 0.075 0.070 0 .085 w.s. Elev (ft) 225 .13 Reach Len. (ft) 570.00 614.00 520.00 Crit W.S. (ft) Flow Area (sq ft) 1027.22 595 .50 1551.94 E.G. Slope (ft/ft) 0.002048 Area (sq ft) 1027.22 595.50 1551.94 Q Total (cfs) 9161.00 Flow (cfs) 2427.43 2806 .94 3926.63 Top Width (ft) 558.24 Top Width (ft) 238.80 50.00 269.44 Vel Total (ft/s) 2.89 Avg. Vel. (ft/s) 2.36 4.71 2.53 Max Chl Dpth (ft) 16 .13 Hydr. Depth (ft) 4.30 11. 91 5.76 Conv. Total (cfs) 202453.9 Conv. (cfs) 53645.1 62032.2 86776.6 Length Wtd. (ft) 563.65 Wetted Per. (ft) 240 .03 54.78 271. 30 Min Ch El (ft) 209 .00 Shear (lb/sq ft) 0.55 1. 39 0.73 Alpha 1. 32 Stream Power (lb/ft s) 1. 29 6 .55 1. 85 Frctn Loss (ft) 1. 24 Cum Volume (acre-ft) 2030.61 397.27 2748.88 C & E Loss (ft) 0.00 Cum SA (acres) 408. 72 32.36 565.70 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. CROSS SECTION RIVER : Lick Creek Main REACH: Fema X-sect RS : 32358 INPUT Description: Station Elevation Data num= 43 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 236 .5 1080 234 .2 1120 232 1160 228 .9 1240 223.7 1320 220.1 1332 219.6 1350 216.8 1360 219 1363 219 .7 1400 219 .3 1480 219.2 1491 210.9 1504 208.4 1508 208 .1 1512 208.6 1517 209.7 1533 217.7 1575 218 .5 1587 218.5 1635 217 .8 1642 215.5 1649 217.8 1677 218.1 1684 218 .1 1726 217.7 1758 218 .7 1778 220.2 1782 220.5 1825 224.6 1880 225 .2 1978 227 1981 227 2076 226.8 2083 226 .7 2174 227.l 2184 227.2 2272 226 .9 2286 227 2369 227 .6 2387 227 .7 2430 227.9 2712 234 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .075 1480 .07 1533 .085 Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan. 1480 1533 570 614 520 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 224.06 Element Left OB Channel Right OB Vel Head (ft) 0.21 Wt. n-Val. 0 .075 0.070 0.085 w.s. Elev (ft) 223.86 Reach Len . (ft) 570.00 614.00 520.00 Crit W.S. (ft) Flow Area (sq ft) 909.33 642.03 1478.86 E.G. Slope (ft/ft) 0.002362 Area (sq ft) 909.33 642.03 1478 .86 Q Total (cfs) 9161. 00 Flow (cfs) 2110. 06 3287.03 3763.91 Top Width (ft) 579 .60 Top Width (ft) 242.40 53 .00 284 .20 Vel Total (ft/s) 3.02 Avg. Vel. (ft/s) 2.32 5 .12 2.55 Max Chl Dpth (ft) 15.76 Hydr. Depth (ft) 3 .75 12 .11 5 .20 Conv. Total (cfs) 188508.9 Conv. (cfs) 43419 .4 67638.4 77451.2 Length Wtd. (ft) 567.75 Wetted Per. (ft) 243.04 58.07 285.19 Min Ch El (ft) 208.10 Shear (lb/sq ft) 0.55 1. 63 0 .76 Alpha 1.46 Stream Power (lb/ft s) 1.28 8.35 1. 95 Frctn Loss (ft) 1.64 Cum Volume (acre-ft) 2017.94 388.55 2730.79 C & E Loss (ft) 0 .01 Cum SA (acres) 405 .57 31. 63 562.40 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 . CROSS SECTION REACH: Fema X-sect INPUT RIVER: Lick Creek Main RS: 31744 Description: Station Elevation Data Sta Elev 1000 231 .9 1293 219 .1 1367 218.5 1473 1596 1677 1840 2132 2344 207.6 217.2 217.1 220.7 222.4 223.6 Manning's n Values Sta n Val 1000 .075 Sta 1073 1304 1440 1479 1604 1719 1937 2142 2394 Sta 1440 Bank Sta: Left 1440 Right 1495 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S . Elev {ft) Crit W.S. (ft) E.G. Slope {ft/ft) Q Total {cfs) Top Width {ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total {cfs) Length Wtd. {ft) Min Ch El {ft) Alpha Frctn Loss {ft) C & E Loss {ft) num= Elev 230 218 .8 218 .1 208.4 216 .l 217 .5 222 .3 222 .4 224 num= n Val .07 43 Sta 1110 1320 1452 1495 1611 1739 1941 2229 2666 3 Sta 1495 Elev 228.5 217 .3 208 .8 216 .7 217.2 218.3 222.3 222 .6 232 n Val .085 Sta 1147 1330 1465 1538 1638 1743 2035 2243 Elev 225 .9 218 .4 207.3 217.5 217.3 218.4 221.6 222.7 Sta 1220 1333 1469 1549 1646 1786 2041 2326 Lengths: Left Channel Right 520 Coeff Contr . .1 570 614 Profile #PF 1 222 .41 0.31 222 .11 0.003618 9161.00 851.83 3.23 15.01 152298.l 558.03 207.10 1.89 1. 42 0 .06 Element Wt. n-Val. Reach Len. (ft) Flow Area {sq ft) Area (sq ft) Flow (cfs) Top Width {ft) Avg . Vel. (ft/s) Hydr. Depth {ft) Conv. {cfs) Wetted Per. (ft) Shear {lb/sq ft) Stream Power {lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 0 .075 570.00 703 .86 703.86 1740 .45 235.29 2.47 2.99 28934 .3 235.50 0.68 1. 67 2007.38 402.45 Warning : Divided flow computed for this cross-section. Elev 221 .l 218 .7 207.l 217.5 217 .4 220.4 221. 6 223 .5 Expan. .3 Channel 0.070 614.00 642.74 642 .74 3971.33 55.00 6.18 11. 69 66021 .8 60.38 2.40 14 .86 379.50 30.87 Right OB 0 .085 520 .00 1486 . 71 1486.71 3449 .22 561.54 2.32 2 .65 57341.9 561. 79 0.60 1.39 2713. 09 557 .35 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 . CROSS SECTION REACH: Fema X-sect RIVER: Lick Creek Main RS: 31130 INPUT Description: Station Elevation Data Sta El ev 1000 227 .3 1412 206 .7 1600 216 . 6 2100 217 .7 Manning's n Values Sta n Val 1000 . 075 Sta 1100 1430 1700 2200 Sta 1430 Bank Sta: Left 1430 Right 1458 CROSS SECTION OUTPUT E.G. Elev {ft) Vel Head {ft) W.S . Elev {ft) Crit W.S . {ft) E .G. Slope {ft/ft) Q Total {cfs) Top Width {ft) num= Elev 225 206.2 216.3 218.4 num= n Val .07 20 Sta 1200 1440 1800 2300 3 Sta 1458 Elev 218.4 207 216.l 219.6 n Val .085 Sta 1300 1458 1900 2350 Lengths: Left Channel Right 540 400 610 Profile #PF 1 220.92 0.09 220.83 0.001892 9161 .00 1209.39 Element Wt . n-Val. Reach Len. (ft) Flow Area {sq ft) Area {sq ft) Flow {cfs) Top Width {ft) Elev 217.8 215.7 217.6 220 Sta 1400 1500 2000 2620 Coeff Contr . .1 Left OB 0.075 400.00 1022 .77 1022.77 2137 .58 266 .88 Elev 217.l 216.5 216.4 230 Expan. . 3 Channel 0 .070 610.00 313.05 313 .05 1379.68 28 .00 Right OB 0.085 540.00 3212.00 3212.00 5643 .74 914.51 Vel Total (ft/s) Max Chl Dpth (ft) Conv . Total (cfs) Length Wtd . (ft) Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft) CROSS SECTION REACH: Fema X-sect INPUT Description : 2 .01 14 .63 210SB7.6 S22.76 206.20 1.44 0.91 0.00 Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) RIVER: Lick Creek Main RS: 30S20 Station Elevation Sta Elev BB4 227 .B 1242 216 .2 Data num= 36 1S20 216.4 163B 206.2 16B9 1B9B 2177 21S.B 21S.B 21S.9 2602 221.7 Manning's n Values Sta n Val BB4 .OBS Sta 1014 1271 1S64 1640 172S 1929 226S Elev 224.S 216.B 216.2 20B.6 216 21S.7 216.3 num= Sta n Val 1600 . 07 Sta 10B3 1421 1600 1649 17SO 196B 2323 3 Sta 16S7 Elev 223.4 216.B 216.2 211. 2 21S.B 21S.6 217.7 n Val .OBS Sta 1177 143S 1611 16S7 1Bl7 2041 237B Elev 21B 216.8 207 21S 216 21S.3 218.6 2.09 3.B3 49137.4 270.BS 0 .4S 0.93 1996.0B 399 .16 Sta 122B 1492 1627 1674 1828 21S3 2490 Bank Sta: Left 1600 Right 16S7 Lengths: Left Channel 400 610 Right S40 Coeff Contr. .1 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) Profile #PF 1 220 .01 0 .10 219 .92 0.001606 9161. 00 1347.49 1. 87 14 .B2 22BS6S.B Sl8 .03 20S .10 1. 77 1.12 0 .01 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 0.08S 400.00 1407.07 1407.07 2088.12 4S6.38 1.48 3.08 S2098.4 4 S6. 4 7 0.31 0.46 1984.93 39S.84 4 .41 11.18 3171S.3 30.02 1. 23 S.43 372.76 30 .29 Elev 216.3 216.6 20S.l 21S .7 216 216.l 219.9 Expan. . 3 Channel 0.070 610.00 640.06 640.06 2SS8.39 S7.00 4.00 11.23 63831.S 62.86 1.02 4.08 366.09 29.69 1. 76 3.Sl 129734.B 914.S8 0.41 0 .73 268S.OS S48.S4 Right OB 0.08S S40 .00 2844.20 2844.20 4Sl4.49 834 .11 1. S9 3.41 11263S.9 B34.16 0.34 0.S4 2647.Sl S37.70 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. CROSS SECTION REACH: Fema X-sect INPUT Description: Station Elevation Sta Elev 768 228 1284 1696 1836 1892 2123 2433 214 21S .8 20S.3 21S.4 21S.2 214.4 2804 223.8 RIVER: Lick Creek Main RS: 29910 Data Sta 9S6 1326 174B 1843 1919 21S8 2S31 num= Elev 223.4 21S 21S.2 207.4 21S.S 21S.l 216 .3 36 Sta 1026 1S42 1800 1848 1969 2201 2S9S Elev 221. 8 21S.8 21S.4 210.S 21S.l 21S 218.2 Sta 1190 1S92 1810 18S7 2033 2282 26S9 Elev 216.S 216 207.2 214.3 21S.4 214 .S 219.4 Sta 1263 1644 1824 187S 2046 2407 2780 Elev 213 .8 21S.6 204.l 21S.4 21S.4 214.7 221.4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 768 .085 1800 .07 1857 .085 Bank Sta: Left Right Lengths : Left Channel Right Coeff Contr. Expan . 1800 1857 400 610 540 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G . Elev (ft) 218.89 Element Left OB Channel Right OB Vel Head (ft) 0 .15 Wt . n-Val . 0.085 0.070 0.085 w.s . Elev (ft) 218.74 Reach Len. (ft) 400.00 610.00 540.00 Crit W.S. (ft) Flow Area (sq ft) 2142.73 619 .01 2590.34 E.G. Slope (ft/ft) 0 .002744 Area (sq ft) 2142.73 619 .01 2590.34 Q Total (cfs) 12741 .00 Flow (cfs) 4219.67 3181.65 5339.69 Top Width (ft) 1503 .31 Top Width (ft) 679.38 57 .00 766.92 Vel Total (ft/s) 2 .38 Avg. Vel . (ft/s) 1 .97 5 .14 2 .06 Max Chl Dpth (ft) 14 .64 Hydr . Depth (ft) 3.15 10 .86 3.38 Conv. Total (cfs) 243215 .5 Conv . (cfs) 80550.l 60735 .l 101930.3 Length Wtd. (ft) 501.43 Wetted Per. (ft) 679.49 62 .29 767 .01 Min Ch El (ft) 204.10 Shear (lb/sq ft) 0 .54 1.70 0.58 Alpha 1. 70 Stream Power (lb/ft s) 1. 06 8.75 1.19 Frctn Loss (ft) 1.31 Cum Volume (acre-ft) 1968.63 357.27 2613.82 C & E Loss (ft) 0.01 Cum SA (acres) 390 .63 28 .89 527.78 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 sec tions . CROSS SECTION RIVER: Lick Creek Main REACH: Fema X-sect RS: 29300 INPUT Description: Station Elevation Data num= 36 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 652 228.9 897 222 .3 989 220.2 1203 214 .3 1299 211. 2 1326 211.8 1380 213.3 1663 214.8 1728 215 .1 1795 214.7 1864 214.6 1932 214.2 2000 214.5 2009 207.5 2022 203 2034 204 .5 2041 206.3 2045 209 .9 2056 213.7 2077 215 .2 2094 215 2114 215 2179 214 .4 2250 214 .8 2264 214.8 2349 214.6 2387 214 .5 2434 214 .4 2523 213 .6 2660 213.2 2688 212 .9 2796 216.2 2867 218.8 2933 220.3 3069 222 .9 3206 225 .8 Manning 's n Values num= 3 Sta n Val Sta n Val Sta n Val 652 .085 2000 .07 2056 .085 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 2000 2056 400 610 540 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 217.57 Element Left OB Channel Right OB Vel Head (ft) 0.11 Wt. n-Val . 0.085 0 .070 0.085 w.s . Elev (ft) 217.45 Reach Len . (ft) 400 .00 610.00 540.00 Crit W.S . (ft) Flow Area (sq ft) 2967 .30 565 .19 2378.09 E.G. Slope (ft/ft) 0.002508 Area (sq ft) 2967 .30 565 .19 2378 .09 Q Total (cfs) 12741.00 Flow (cfs) 5706.05 2636 .26 4398.70 Top Width (ft) 1741.66 Top Width (ft) 911 .41 56 .00 774.25 Vel Total (ft/s) 2 .16 Avg . Vel. (ft/s) 1. 92 4.66 1. 85 Max Chl Dpth (ft) 14 .45 Hydr. Depth (ft) 3 .26 10.09 3.07 Conv. To tal (cfs) 254406 .6 Conv. (cfs) 113935.8 52639.6 87831.2 Length Wtd. (ft ) 482.40 Wetted Per . (ft) 911. 54 61.50 774.39 Min Ch El (ft) 203 .00 Shear (lb/sq ft) 0.51 1.44 0 .48 Alpha 1. 58 Stream Power (lb/ft s) 0 .98 6.71 0.89 Frctn Loss (ft) 0 .96 Cum Volume (acre-ft) 1945.17 348.98 2583 .03 C & E Loss (ft) 0 .01 Cum SA (acres) 383.32 28.10 518 .22 CROSS SECTION RIVER : Lick Creek Main REACH: Fema X-sect RS: 28690 INPUT Description: Station Elevation Data num= 36 S t a Elev Sta Elev Sta Elev Sta Elev Sta Elev 536 229.5 839 221.1 952 218.6 1217 212.2 1334 208 .6 1368 209.5 1435 211.7 1784 213. 8 1864 214 .3 1948 213 . 7 2032 213.6 2116 213.1 2200 213.7 2208 207.8 2219 202 2232 203.6 2240 205.l 2245 209.2 2256 213 2278 214.9 2297 214.6 2318 214 .4 2390 213. 7 2467 214.2 2482 214.3 2574 214 2616 213. 9 2667 213.7 2764 212.8 2913 211. 8 2944 211. 5 3062 216.l 3130 219.4 3211 221.1 3359 224.5 3508 227.9 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 536 .085 2200 .07 2256 .085 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 2200 2256 400 610 540 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 216.59 Element Left OB Channel Right OB Vel Head (ft) 0.07 Wt. n-Val. 0.085 0.070 0.085 w.s. Elev (ft) 216.53 Reach Len. (ft) 400.00 610.00 540 .00 Crit W.S . (ft) Flow Area (sq ft) 4253.69 556.47 2431.14 E.G. Slope (ft/ft) 0.001627 Area (sq ft) 4253.69 556.47 2431.14 Q Total (cfs) 12741.00 Flow (cfs) 7123. 93 2064.27 3552.80 Top Width (ft) 2032.86 Top Width (ft) 1162 .10 56.00 814.76 Vel Total (ft/s) 1. 76 Avg. Vel. (ft/s) 1.67 3.71 1. 46 Max Chl Dpth (ft) 14.53 Hydr. Depth (ft) 3.66 9.94 2.98 Conv. Total (cfs) 315839.3 Conv. (cfs) 176596.6 51171.5 88071.2 Length Wtd. (ft) 464.81 Wetted Per. (ft) 1162. 27 61.72 814.97 Min Ch El (ft) 202.00 Shear (lb/sq ft) 0.37 0.92 0.30 Alpha 1.42 Stream Power (lb/ft s) 0.62 3.40 0.44 Fr ctn Loss (ft) 0.48 Cum Volume (acre-ft) 1912.01 341.13 2553.22 C & E Loss (ft) 0 .01 Cum SA (acres) 373.80 27.32 508.37 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. CROSS SECTION RIVER : Lick Creek Main REACH: Fema X-sect RS: 28080 INPUT Description: Station Elevation Data num= 23 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 420 230 780 220 1230 210 1370 206 1490 210 2000 213 .4 2100 212.8 2200 212.7 2300 212.1 2400 212.8 2416 200.9 2438 203.9 2444 208.5 2455 212.3 2479 214.6 2500 214.2 2600 213 2700 213.7 2800 213.4 2900 213.1 3200 210 3410 220 3810 230 Manning 's n Values num= 3 Sta n Val Sta n Val Sta n Val 420 .085 2400 .07 2455 .085 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2400 2455 825 870 515 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G . Elev (ft) 216.10 Element Left OB Channel Right OB Vel Head (ft) 0.03 Wt. n-Val. 0.085 0.070 0.085 w.s. Elev (ft) 216.07 Reach Len. (ft) 825.00 870 .00 515.00 Crit W.S . (ft) Flow Area (sq ft) 6515.33 569.90 2894.68 E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s} Max Chl Dpth (ft} Conv. Total (cfs} Length Wtd. (ft} Min Ch El (ft} Alpha Frctn Loss (ft} C & E Loss (ft} 0.000713 12741.00 2370.69 1. 28 15.17 477089.1 734.49 200.90 1. 24 0. 71 0.00 Area (sq ft} Flow (cfs} Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per . (ft) Shear (lb/sq ft} Stream Power (lb/ft s} Cum Volume (acre-ft} Cum SA (acres} 6515.33 8307.74 1443 .19 1.28 4.51 311084.7 1443.40 0.20 0 .26 1862 .57 361. 84 CROSS SECTION REACH: Fema X-sect RIVER: Lick Creek Main RS: 27210 INPUT Description: Station Elevation Sta Elev 410 230 1189 1563 1706 1860 2046 2106 2275 2668 210.6 212.2 212.6 212.l 204.3 212.l 213 211.4 Manning's n Values Sta n Val 410 . 085 Data Sta 708 1227 1642 1708 1870 2056 2134 2310 2977 num= Elev 222.l 210.8 212.3 212 .3 212.1 201. 7 213 .4 213.2 210 num= Sta n Val 2034 . 07 45 Sta 922 1288 1652 1819 1947 2063 2144 2392 3222 3 Sta 2106 Elev 217.l 211 210.7 212 .2 211. 9 200 213 .4 213.1 215 n Val .085 Sta 1074 1307 1668 1829 1952 2087 2158 2509 3323 Elev 213 .7 210.7 212.5 212.3 211. 9 205.1 213.3 212.4 216.1 Sta 1178 1435 1691 1847 2034 2094 2231 2626 3690 Bank Sta: Left 2034 Right 2106 Lengths : Left Channel Right 515 Coeff Contr. .1 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) w.s. Elev (ft} Crit W.S. (ft} E.G. Slope (ft/ft} Q Total (cfs) Top Width (ft) Vel Total (ft/s} Max Chl Dpth (ft} Conv. Total (cfs} Length Wtd. (ft} Min Ch El (ft) Alpha Frctn Loss (ft} c & E Loss (ft) 825 870 Profile #PF 1 215.39 0 .07 215.32 0. 001394 12741.00 2250.02 1. 63 15.32 341212.7 686.15 200.00 1. 58 0 :91 0.00 Element Wt. n -Val . Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft} Avg. Vel. (ft/s} Hydr. Depth (ft} Conv . (cfs} Wetted Per. (ft} Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft} Cum SA (acres) Left OB 0.085 825.00 3492.73 3492.73 5133 .85 1032.49 1.47 3 .38 137487.9 1033 .66 0.29 0.43 1767.80 338.40 CROSS SECTION REACH: Fema X-sect RIVER: Lick Creek Main RS: 26340 INPUT Description: Station Elevation Data Sta Elev Sta 400 230 800 1200 211.l 1300 1400 1600 1756 3150 211. 7 211.6 211 . 9 210 Manning's n Values 1500 1668 1800 3570 num= Elev 220 212.2 211.7 213. 6 212.3 220 num= 27 Sta 1000 1362 1508 1685 1900 3 Elev 215.6 211. 8 211. 9 200 .6 212.9 Sta 1038 1370 1522 1700 2000 Elev 214 208 204.4 199.7 213.2 Sta 1100 1376 1532 1710 2400 569 .90 1427 .79 55 .00 2 .51 10.36 53464 .0 61.34 0.41 1. 04 333.24 26 .54 Elev 211 211.1 212.5 208.6 213.2 208.4 213.2 211. 7 225 Expan. . 3 Channel 0.070 870.00 730.75 730.75 2589.46 72 .00 3.54 10.15 69347.4 77.31 0.82 2.92 320.25 25.27 Elev 211. 3 211. 9 211.5 199.1 210 2894.68 3005.47 872.49 1.04 3.32 112540.5 872 . 78 0 .15 0.15 2520.21 497.92 Right OB 0.085 515 .00 3589.76 3589.76 5017.70 1145 . 53 1. 40 3.13 134377.4 1145. 62 0 .27 0.38 2481.87 485.99 Sta 400 n Val .08 Sta 1668 Bank Sta: Left 1668 Right 1756 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (f t/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) n Val .065 Sta 1756 n Val .085 Lengths: Left Channel Right 1283.3 1850 1473.3 Profile #PF 1 214.48 0.07 214 .40 0. 001260 12741.00 2306.43 1. 62 15.30 358928.6 1529.37 199.10 1.83 2.10 0.00 Element Wt . n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per . (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Coeff Contr. .1 Left OB 0.080 1283.30 1739.52 1739.52 2220.31 639.55 1. 28 2. 72 62548.7 645 .81 0.21 0.27 1718.25 322.56 Expan. .3 Channel 0.065 1850.00 897.42 897.42 3272.82 88.00 3 .65 10.20 92199.0 94.19 0.75 2.73 303.99 23.68 Right OB 0.085 1473.30 5245.79 5245.79 7247.87 1578 .88 1. 38 3.32 204180.9 1578.95 0.26 0.36 2429.64 469.88 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. CROSS SECTION REACH: Fema X-sect INPUT Description: Station Elevation Sta El ev 400 226.7 1071 211. 7 1137 208.l 1335 209.2 1471 209.4 1615 209.4 1760 1830 2012 2393 2811 210.2 197 210.3 208.9 208.4 Manning's n Values Sta n Val 400 .08 RIVER: Lick Creek Main RS: 24490 Data Sta 839 1084 1162 1387 1497 1631 1791 1842 2080 2497 3235 num: Elev 217.3 209.5 209.4 209.5 209.3 204 .4 210.8 200. 4 210 .5 208.5 209 .2 num: Sta n Val 1 791 . 065 53 Sta 910 1092 1168 1420 1505 1642 1807 1871 2110 2501 3607 3 Sta 1871 Elev 215.9 211.1 209 209.4 209.3 209.2 199.3 209.8 210.6 208.5 216.7 n Val .085 Sta 995 1100 1250 1455 1590 1675 1809 1914 2184 2602 Elev 214.7 210 .9 209 209.3 209 .3 209.3 198 .8 210 210 .3 208 .4 Sta 1058 1129 1278 1464 1607 1716 1820 1975 2289 2706 Bank Sta: Left 1791 Right 1871 Lengths: Left Channel 1283.3 1850 Right 1473.3 Coeff Contr. .1 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd . (ft) Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft) Profile #PF 1 212.38 0.09 212.29 0.001510 12741.00 2330.12 1. 71 15.29 327922.8 1508.79 197.00 1. 92 2.15 0.00 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg . Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 0 .080 1283.30 2158 .23 2158 .23 3190.96 732 .80 1.48 2 .95 82127.7 735.98 0 .28 0 . 41 1660.83 302.35 Elev 212.3 210 .3 208 .9 207 209 .3 209.4 197.8 210.l 209.6 208.5 Expan . . 3 Channel 0.065 1850.00 816.78 816.78 3258.56 80.00 3.99 10 .21 83867 .6 85.80 0.90 3.58 267.59 20 .11 Right OB 0.085 1473.30 4492.43 4492.43 6291.47 1517.31 1. 40 2.96 161927 .4 1517.35 0.28 0 .39 2264.96 417.52 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. CROSS SECTION REACH: Fema X-sect RIVER : Lick Creek Main RS : 22640 INPUT Description : Station Elevation Sta Elev 400 223.3 1131 208.3 1202 203 .6 1417 1565 1723 1880 1949 2123 2497 2905 206.7 206.8 207 207 .7 195 207 .7 206 .9 206 .9 Manning's n Values Sta n Val 400 .07 Data Sta 878 1145 1230 1475 1594 1740 1914 1960 2190 2599 3321 Sta 1914 Bank Sta: Left 1914 Right 1985 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S . Elev (ft) Crit W.S. (ft) E.G . Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) num= Elev 214 .5 204 .4 207 .3 206.8 206.8 204 .5 208 197.9 207 .8 206 .9 208 .5 num= n Val .06 53 Sta 955 1153 1236 1510 1602 1752 1928 1985 2219 2602 3723 3 Sta 1985 Elev 213.2 207.9 207 .2 206 .7 206 .8 206 .9 198.1 207 .6 208 206 .9 213.3 n Val .07 Sta 1047 1162 1325 1549 1695 1787 1931 2027 2292 2701 Elev 212.5 207.9 206.9 206.8 206 .8 207 197.l 207.6 208 206 .7 Sta 1116 1194 1355 1558 1713 1833 1941 2088 2394 2803 Lengths: Left Channel Right 1473.3 Coeff Contr. .1 1283.3 1850 Profile #PF 1 210 .23 0.09 210.14 0.001349 12741.00 2363 .45 1. 80 15.14 346955.8 1485.86 195 .00 1.75 2 .46 0.00 Element Wt. n-Val. Reach Len . (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg . Vel. (ft/s) Hydr . Depth (ft) Conv . (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 0.070 1283.30 2600 .57 2600 .57 4367 .85 819 .11 1. 68 3 .17 118942 . 8 822 .26 0 .27 0 .45 1590.73 279.49 Elev 209 .1 207 .7 206.8 205 .6 206 .9 207 .2 195.9 207.6 207.4 207 .l Expan. . 3 Channel 0 .060 1850.00 726 .14 726.14 2957.33 71. 00 4.07 10.23 80532.3 76 .62 0.80 3.25 234 .83 16.90 Right OB 0.070 1473 .30 3736.17 3736.17 5415.82 1473.35 1.45 2.54 147480.7 1473.37 0.21 0.31 212 5 .80 366.95 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. CROSS SECTION REACH : Fema X-sect INPUT Description : Station Elevation Sta Elev 400 220 1214 1500 2000 2100 2600 204.7 204.2 205.2 205.5 204.9 3800 210 Manning's n Values Sta n Val 400 .07 RIVER: Lick Creek Main RS: 20790 Data Sta 1000 1258 1600 2037 2200 2700 Sta 2037 num= Elev 210.5 205.2 204 .1 205.2 205 205 .4 num= n Val .06 31 Sta 1100 1267 1700 2052 2300 2800 3 Sta 2100 Elev 210 .3 199.1 204.4 195 .5 205 .2 205.l n Val .07 Sta 1190 1297 1800 2069 2400 2900 Elev 204.9 205.2 204.4 192 .9 205.7 205 .6 Sta 1205 1400 1900 2078 2500 3000 Elev 199.3 204.8 204 .7 195.5 205.2 205.3 Bank Sta: Left 2037 Right 2100 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Sl ope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s ) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft ) C & E Loss (ft) Lengths : Left Channel Right 575 575 605 Profile #PF 1 207.77 0 .13 207.64 206 .37 0 . 002071 12730.00 2254 .09 2 .12 14 .74 279728 .9 581.19 192.90 1. 83 1 .10 0.01 Element Wt. n-Val . Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg . Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Coeff Contr. .1 Left OB 0.070 575.00 2795.69 2795.69 5759 .22 892.68 2.06 3.13 126553.1 897.76 0.40 0 .83 1511 . 25 254.27 Expan . . 3 Channel 0 .060 605 .00 615.91 615.91 2998.74 63.00 4.87 9 .78 65894.3 68.59 1.16 5.65 206.33 14 .06 Right OB 0.070 575.00 2592 .88 2592.88 3972. 04 1298.41 1. 53 2.00 87281. 6 1298.43 0 .26 0 .40 2018 .77 320.07 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 additiona l cross sections. CROSS SECTION REACH: Fema X-sect RIVER: Lick Creek Main RS: 20185 INPUT Description: Station Elevation Sta Elev 540 220 1238 206 .6 1538 1785 2048 2285 2457 2500 2840 3066 3519 203 .4 203 .l 203 .7 203.8 196 .8 204.l 203.9 203.5 205 .6 Manning's n Values Sta n Val 540 .07 Data Sta 636 1354 1548 1819 2052 2312 2460 2590 2850 3127 3933 num= Elev 214 .3 206 .3 200.4 202.9 203.7 204.2 195 .8 203.2 203 .9 203.6 208 .7 num= Sta n Val 2444 . 055 53 Sta 821 1459 1583 1873 2136 2399 2470 2613 2948 3179 4425 3 Sta 2500 Elev 212 .1 203.4 203.4 202.7 203.3 204 .1 194.6 203.2 203.7 204 215 n Val .07 Sta 864 1476 1698 1936 2168 2401 2478 2726 2953 3293 Elev 210 .8 200 .6 203 202.7 203.2 204.l 194 203.5 203.7 204 .4 Sta 908 1487 1703 1961 2224 2444 2484 2769 3037 3406 Bank Sta: Left 2444 Right 2500 Lengths: Left Channel Right 575 Coeff Contr. .1 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) w.s. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Tot a l (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft ) Mi n Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 575 605 Profile #PF 1 206.66 0.09 206.56 0.001731 12730.00 2395 .85 1. 91 12 .56 305928 .6 578 .86 194 .00 1. 67 0 .49 0 .02 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv . (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 0 .070 575 .00 3504.05 3504.05 6346.89 1192 .10 1. 81 2.94 152529.0 1193. 28 0.32 0.57 1469 .67 240 .51 Elev 209 .5 203. 3 203 202.7 203 203.8 196 .4 203.6 203.6 205.2 Expan . . 3 Channel 0.055 605.00 493.19 493.19 2252.18 56 .00 4.57 8.81 54124 .7 60 .24 0.88 4. 04 198.62 13 .23 Right OB 0.070 575.00 2666.28 2666 .28 4130.93 1147.75 1. 55 2.32 99274. 9 1147.76 0.25 0.39 1984.06 303.93 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. CROSS SECTION REACH: Fema X-sect RIVER: Lick Creek Main RS: 19580 INPUT Description: Station Elevation Sta Elev 680 220 2000 201.l 2500 2865 3200 4500 202.2 196.4 201. 9 210 Manning's n Values Sta n Val 680 . 07 Data Sta 790 2100 2600 2879 3300 5030 num= Elev 210 201. 8 201.5 195.3 202 .l 220 num= Sta n Val 2851 .055 27 Sta 1000 2200 2700 2887 3400 3 Sta 2900 Elev 208 201.2 203.6 195.1 202.l n Val .07 Sta 1050 2300 2800 2900 3500 Bank Sta : Left 2851 Right 2900 Lengths: Left Channel Right 1300 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) 1650 1650 Profile #PF 1 206 .14 0.03 206.12 0.000507 12730.00 3010.70 1.16 11. 02 565086.3 1534.91 Element Wt. n-Val . Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Elev 206 201.3 203 202.6 202.2 Sta 1100 2400 2851 3000 3600 Coeff Contr. .1 Left OB 0.070 1650 .00 6661 .06 6661 .06 7609 .40 1803.95 Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 195.10 1.20 0.55 0.00 Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) 1.14 3.69 337782.3 1804 .05 0.12 0 .13 1402.58 220.74 CROSS SECTION REACH: Fema X-sect INPUT Description: Station Elevation Sta Elev 840 214.8 1116 202. 3 1600 199 .8 1973 199.4 2207 200.l 2458 2486 2759 3021 3440 3907 199 193.5 200 .3 200.4 202.7 206.7 Manning's n Values Sta n Val 840 .07 RIVER: Lick Creek Main RS : 17930 Data Sta 922 1144 1752 2047 2271 2467 2497 2846 3089 3556 4024 num= Elev 208.2 201.3 199.6 199.4 199.8 194.3 200.5 200.2 200.5 204 208.2 num= Sta n Val 2458 .055 55 Sta 927 1153 1824 2055 2345 2472 2584 2855 3108 3673 4141 3 Sta 2497 Elev 208.l 201 199.4 199.5 200.7 193 .l 199.7 200 .2 200.5 204.5 210.5 n Val .07 Bank Sta: Left 2458 Right 2497 Lengths: Left Channel 1650 1650 CROSS SECTION OUTPUT Profile #PF 1 Sta 992 1296 1898 2122 2359 2477 2621 2934 3206 3790 4258 Right 1300 Elev 205.2 200.5 199.7 200.5 200.6 192.6 199.7 200.3 201. 3 205.7 212.6 Sta 1078 1448 1903 2196 2420 2482 2738 2972 3323 3895 4375 Coeff Contr. .1 Elev 204 203.l 202.4 201.3 202 .1 Expan. . 3 Channel 0 .055 1650.00 419.63 419 .63 1023 .79 49.00 2.44 8.56 45446.0 52.29 0.25 0.62 192 .29 12.50 Elev 203.7 201.1 199.6 200.2 199.8 192.2 200.3 200.3 202.5 206.6 214 . 7 Expan. . 3 Right OB 0.070 1300. 00 3847.26 3847.26 4096.81 1157.75 1. 06 3.32 181858.0 1157.78 0.11 0.11 1941.07 288. 71 E.G . Elev (f t) Vel Head (ft) W.S. Elev (f t) Crit W.S. (f t) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) CROSS SECTION REACH: Fema X-sect INPUT Description: 205.59 0.02 205.58 0 .000265 12730.00 2794.31 0.99 13.38 782698.2 1519.56 192.20 l.16 0.31 0.00 Element Wt. n-Val . Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) RIVER: Lick Creek Main RS: 16280 Left OB 0.070 1650.00 7480.04 7480.04 7624.34 1474.42 l. 02 5.07 468778.8 1474.53 0.08 0.09 1134.75 158.65 Station Elevation Data num= 33 Sta Elev 1000 209.7 1400 1900 2081 2500 3000 3500 199.4 198.2 190.2 198 .5 201. 3 205 .9 Manning's n Values Sta n Val 1000 .07 Sta 1057 1500 2000 2094 2600 3100 3600 Elev 206.3 197.5 197.8 198.4 198.8 201.2 207.7 num= Sta n Val 2065 .055 Sta 1100 1600 2065 2200 2700 3200 3700 3 Sta 2094 Elev 201. 3 197.8 195.7 198 199.5 202.5 209.4 n Val .07 Sta 1200 1700 2072 2300 2800 3300 Elev 198 .1 197.5 190.4 198.8 200.8 203.2 Sta 1300 1800 2077 2400 2900 3400 Bank Sta: Left 2065 Right 2094 Lengths: Left Channel 482.5 500 Right 485 Coeff Contr. . l CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd . (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) CROSS SECTION REACH: Fema X-sect INPUT Description: Profile #PF l 205.29 0.01 205 .27 0.000158 12730.00 2405.63 0.90 16.07 1011354.9 484.75 189.20 l.12 0.06 0.00 Element Wt. n -Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) RIVER: Lick Creek Main RS: 15780 Left OB 0.070 482.50 7031.79 7031.79 6898.25 999.16 0.98 7.04 548042.5 999.51 0.07 0.07 859.91 111. 80 Station Elevation Data num= Elev 36 Sta Elev 1000 209.8 1446 200.2 1846 197.9 2200 189.6 2463 3017 197.l 199.9 Sta 1064 1558 1893 2200 2574 3127 207 198.3 197.6 188.l 197 199.6 Sta 1112 1610 2005 2214 2685 3238 Elev 203 198.2 197.4 189 .2 197.4 200.8 Sta 1223 1670 2116 2236 2795 3314 Elev 200.2 198.3 196.3 196.3 197.9 200 .9 Sta 1335 1781 2189 2353 2906 3349 Channel 0.055 1650.00 414.45 414.45 830 .21 39.00 2.00 10 .63 51045.0 42.58 0.16 0.32 176.49 10.83 Elev 197.7 197 .6 189.2 198.3 200 203.7 Expan . .3 Channel 0.055 500.00 367.84 367.84 619.01 29.00 1.68 12.68 49178.6 33.42 0.11 0.18 161.67 9.55 Elev 199.4 197.9 194 .3 196.3 198.7 201 Right OB 0.070 1300. 00 4997 .11 4997.11 4275.46 1280.89 0.86 3.90 262874 .4 1280.92 0.06 0.06 1809.10 252.32 Right OB 0.070 485.00 6757.49 6757.49 5212.73 1377.46 0. 77 4.91 414133.8 1377.52 0 .05 0.04 1633.69 212.65 3459 202.4 3570 203.3 3681 204 .1 3791 206.l 3902 207.9 4013 209.6 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .065 2189 .05 2236 .065 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan. 2189 2236 482 .5 500 485 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 205 .23 Element Left OB Channel Right OB Vel Head (ft) 0.01 Wt. n-Val . 0 .065 0.050 0.065 w.s. Elev (ft) 205.22 Reach Len. (ft) 482 .50 500 .00 485.00 Crit W.S. (ft) Flow Area (sq ft) 7219 .46 652.08 8523 .09 E.G. Slope (ft/ft ) 0.000096 Area (sq ft) 7219 .46 652.08 8523.09 Q Total (cfs) 12730.00 Flow (cfs) 5642.03 1040 .87 6047.11 Top Width (ft) 2656.94 Top Width (ft) 1103 . 59 47.00 1506 .35 Vel Total (ft/s) 0.78 Avg . Vel . (ft/s) 0 .78 1. 60 0. 71 Max Chl Dpth (ft) 17.12 Hydr. Depth (ft) 6.54 13.87 5 .66 Conv. Total (cfs) 1302358. 9 Conv. (cfs) 577214. 8 106487.0 618657.l Length Wtd . (ft) 485.45 Wetted Per. (ft) 1103. 77 50 .62 1506.40 Min Ch El (ft) 188.10 Shear (lb/sq ft) 0.04 0 .08 0.03 Alpha 1.19 Stream Power (lb/ft s) 0.03 0.12 0.02 Frctn Loss (ft) 0.04 Cum Volume (acre-ft) 780.98 155 .82 1548.63 C & E Loss (ft) 0 .00 Cum SA (acres) 100.15 9 .11 196.60 CROSS SECTION RIVER: Lick Creek Main REACH: Fema X-sect RS : 15280 INPUT Description: Station Elevation Data num= 36 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 209.9 1070 207 .6 1123 204 .7 1246 202 .2 1370 201.1 1493 201 1616 199.2 1673 198.8 1739 198.8 1863 198 .4 1934 198.3 1986 197.7 2109 196.5 2232 194.9 2313 192.8 2328 188.7 2339 187.l 2348 188.2 2377 194.2 2506 194.5 2627 195.5 2748 195.7 2869 198.3 2991 197 3112 197 .9 3233 199 3355 199.l 3476 200.3 3559 200.6 3597 200.8 3719 202.3 3840 203.4 3961 204.5 4082 206.4 4204 208.l 4325 209.7 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .065 2313 .05 2377 .065 Bank Sta : Left Right Lengths: Left Channel Right Coef f Contr. Expan . 2313 2377 482.5 500 485 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 205.19 Element Left OB Channel Right OB Vel Head (ft) 0 .01 Wt. n-Val . 0.065 0.050 0 .065 w.s. Elev (ft) 205.18 Reach Len. (ft) 482.50 500.00 485.00 Crit W.S . (ft) Flow Area (sq ft) 7307 .76 969 .57 10304 .38 E.G. Slope (ft/ft) 0 .000069 Area (sq ft) 7307.76 969.57 10304 .38 Q Total (cfs) 12730.00 Flow (cfs) 4614.94 1440 .31 6674 .75 Top Width (ft) 2889.88 Top Width (ft) 1198. 73 64.00 1627.15 Vel Total (ft/s) 0.69 Avg. Vel . (ft/s) 0.63 1. 49 0.65 Max Chl Dpth (ft) 18.08 Hydr. Depth (ft) 6.10 15 .15 6 .33 Conv. Total (cfs) 153 7724. 1 Conv. (cfs) 557463.3 173982.1 806278.6 Length Wtd. (ft) 486 .04 Wetted Per . (ft) 1198. 83 65.35 1627.23 Min Ch El (ft) 187.10 Shear (lb/sq ft) 0.03 0.06 0.03 Alpha 1. 31 Stream Power (lb/ft s) 0.02 0 .09 0 .02 Frctn Loss (ft) 0 .03 Cum Volume (acre-ft) 700 .52 146.51 1443.81 C & E Loss (ft) 0 .00 Cum SA (acres) 87 .40 8 .47 179.16 CROSS SECTION RIVER: Lick Creek Main REACH: Fema X-sect RS: 14780 INPUT Description: Station Elevation Data num= 36 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 209.9 1077 208 .3 1135 206.3 1270 204.3 1405 202.8 1539 201.9 1674 200 1737 199.4 1809 199.3 1944 198.8 2022 198.6 2079 197.7 2214 195.7 2349 193.4 2436 191.4 2456 187 .9 2469 186.l 2481 187.2 2519 192.1 2658 192 .8 2790 193.8 2922 194 .4 3054 195 .2 3186 196.l 3318 197 3450 198.l 3582 198.7 3714 199 .8 3805 200 .3 3846 200.7 3978 202 .2 4110 203 .5 4242 204.9 4374 206.6 4500 208.2 4638 209.9 Manning 's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .065 2436 .05 2519 .065 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2436 2519 482.5 500 485 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 205.16 Element Left OB Channel Right OB Vel Head (ft) 0.01 Wt . n-Val. 0.065 0 .050 0.065 w.s. Elev (ft) 205.15 Reach Len. (ft) 482.50 500.00 485.00 Crit W.S. (ft) Flow Area (sq ft) 7353 .53 1357.18 12795.90 E.G. Slope (ft/ft) 0.000044 Area (sq ft) 7353 .53 1357.18 12795.90 Q Total (cfs) 12730.00 Flow (cfs) 3686.16 1712. 86 7330.98 Top Width (ft) 3049.19 Top Width (ft) 1223 .56 83.00 1742.63 Vel Total (ft/s) 0.59 Avg. Vel. (ft/s) a.so 1.26 0.57 Max Chl Dpth (ft) 19.05 Hydr. Depth (ft) 6.01 16.35 7.34 Conv. Total (cfs) 1918910.8 Conv. (cfs) 555648.7 258196.0 1105066.l Length Wtd. (ft) 486.44 Wetted Per. (ft) 1223.66 83.79 1742.68 Min Ch El (ft) 186.10 Shear (lb/sq ft) 0.02 0.04 0.02 Alpha 1. 36 Stream Power (lb/ft s) 0.01 0.06 0.01 Frctn Loss (ft) 0 .02 Cum Volume (acre-ft) 619.32 133 .16 1315. 21 C & E Loss (ft) 0.00 Cum SA (acres) 73 .99 7.63 160.40 CROSS SECTION RIVER: Lick Creek Main REACH: Fema X-sect RS : 14280 INPUT Description: Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 210 1800 200 2110 199 2560 190 2600 185 2660 190 4050 200 4950 210 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .065 2560 .05 2660 .065 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 2560 2660 300 375 450 .1 .3 CROSS SECTION OUTPUT Profile #PF 1 E.G . Elev (ft) 205.14 Element Left OB Channel Right OB Vel Head (ft) 0 .01 Wt. n-Val . 0.065 0.050 0.065 w.s. Elev (ft) 205 .14 Reach Len . (ft) 300.00 375 .00 450 .00 Crit W.S. (ft) Flow Area (sq ft) 7589.59 1763.69 15277.80 E.G. Slope (ft/ft) 0 .000029 Area (sq ft) 7589.59 1763.69 15277.80 Q Total (cfs) 12730 .00 Flow (cfs) 3222.15 1890.84 7617.02 Top Width (ft) 3123.28 Top Width (ft) 1170.95 100 .00 1852 .32 Vel Total (ft/s) 0.52 Avg. Vel. (ft/s) 0 .42 1. 07 0 .50 Max Chl Dpth (ft) 20.14 Hydr . Depth (ft) 6 .48 17 .64 8.25 Conv. Total (cfs) 2382713 .5 Conv. (cfs) 603098.9 353913.7 1425701.0 Length Wtd. (ft) 417.84 Wetted Per . (ft) 1171.08 100.52 1852.39 Min Ch El (ft) 185 .00 Shear (lb/sq ft) 0.01 0.03 0 .01 Alpha 1. 37 Stream Power (lb/ft s) 0.00 0.03 0.01 Frctn Loss (ft) 0.02 Cum Volume (acre-ft) 536 .56 115 . 25 1158. 93 C & E Loss (ft) 0 .00 Cum SA (acres) 60 .73 6.58 140 .38 CROSS SECTION RIVER : Lick Creek Main REACH : Fema X-sect RS : 13905 INPUT Description: Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 206.1 1100 201 .4 1200 196.7 1239 194.6 1300 194. 8 1335 199 1335 188.9 1335.7 187 .1 1336 .1 186.3 1337 .4 185.7 1339 185.4 1340 .6 185 .7 1341.9 186 .3 1342 .3 187.1 1343 188 .9 1343 199 1400 198.1 1500 191.8 1600 191.4 1700 191 .6 1810 191 .9 1900 192.5 2000 193 .1 2100 193 .4 2200 193 2300 194 .3 2400 194.8 2500 194.4 2600 200 .l 4300 210 Manning 's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .06 1335 .05 1343 .06 Bank Sta: Left Right Lengths : Left Channel Right Coe ff Contr. Expan . 1335 1343 1 1 1 . 3 . 3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 1335 198 .6 1343 4300 195.4 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 205 .13 Element Left OB Channel Right OB Vel Head (ft) 0.01 Wt. n-Val. 0 .060 0 .050 0.060 w.s. Elev (ft) 205.12 Reach Len. (ft) 1. 00 1. 00 1. 00 Crit W.S. (ft) 195.41 Flow Area (sq ft) 2046.81 151. 04 16556.26 E.G. Slope (ft/ft) 0.000050 Area (sq ft) 2046.81 151.04 16556.26 Q Total (cfs) 12730.00 Flow (cfs) 1246 .78 89 .20 11394.02 Top Width (ft) 2441.13 Top Width (ft) 314 .14 8.00 2118. 99 Vel Total (ft/s) 0 .68 Avg. Vel. (ft/s) 0.61 0.59 0 .69 Max Chl Dpth (ft) 19. 72 Hydr. Depth (ft) 6 .52 18.88 7.81 Conv. Total (cfs) 1803539.1 Conv. (cfs) 176639.1 12637 .7 1614262.3 Length Wtd. (ft) 1. 00 Wetted Per. (ft) 314 .65 31. 97 2119 .39 Min Ch El (ft) 185 .40 Shear (lb/sq ft) 0.02 0.01 0 .02 Alpha 1. 00 Stream Power (lb/ft s ) 0 .01 0.01 0.02 Fr ctn Loss (ft) 0.00 Cum Volume (acre-ft) 503.38 107 .01 994.49 C & E Loss (ft) 0 .00 Cum SA (acres) 55.61 6 .11 119. 87 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 parabolic search method failed to converge on critical depth. The program will try the cross section slice/secant method to find 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: Lick Creek Main REACH: Fema X-sect RS: 13904 INPUT Description: Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 206.1 1100 201.4 1200 196.7 1239 198.6 1300 198.8 1335 199 1335 189 1335.7 188 1336.1 187.2 1337 .4 186.6 1339 186.3 134 0. 6 186 .6 1341. 9 187 1342 .3 188 1343 189.8 1343 199 1400 198.1 1500 195.8 1600 195.4 1700 195.6 1800 195.9 1900 196.5 2000 197.1 2100 198.4 2200 197.9 2300 197.3 Manning 's n Values Sta n Val 1000 . 025 2400 Sta 1339 Bank Sta: Left 1339 Right 1400 CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S . (ft) E.G . Slope (ft/ft) Q Total (cfs) Top Width (ft) 198.8 num= n Val .02 2500 3 Sta 1400 198.4 n Val .025 2600 Lengths: Left Channel Right 47 Profile #PF 1 205.13 0 .01 205 .11 198 .43 0.000024 12730.00 2439.59 4 7 4 7 Element Wt . n -Val. Reach Len . (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) 200 .1 4300 Coeff Contr. .3 Left OB 0.025 47.00 1724.47 1724 .47 1498.87 Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 0.92 18.81 2624644.8 47.00 186.30 1. 01 Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) 317.98 0.87 5.42 309033.l 329.39 0 .01 0 .01 503 .34 55.60 CULVERT REACH : Fema X-sect RIVER : Lick Creek Main RS: 13880 .5 INPUT Description: Bridge #1 Distance from Upstream XS Deck/Roadway Width Weir Coefficient Bridge Deck/Roadway Skew 0 47 2.6 Upstream Deck/Roadway Coordinates num= 28 Sta Hi Cord Lo Cord 1000 206.1 Sta Hi Cord Lo Cord 1100 201.4 Sta Hi Cord Lo Cord 1200 196.7 1239 1335 .7 1339 1342 . 3 1500 1800 2100 2400 198 .6 199 199 199 195.8 195.9 197 .4 198 .8 4300 210 1300 1336.l 1340 .6 1343 1600 1900 2200 2500 198 .8 199 199 199 195.4 196.5 197.9 199.4 Upstream Bridge Cross Section Data Station Elevation Data num= 30 Sta 1200 Sta Elev Sta Elev 1000 206.l 1100 201 .4 1335 1339 1343 1800 2300 199 1335 186.3 1340.6 199 1400 195. 9 1900 197.3 2400 189 1335 .7 186. 6 1341. 9 198.l 1500 196.5 2000 198.8 2500 Manning's n Values Sta n Val num= Sta n Val 3 Sta 1400 1000 . 025 Bank Sta: Left 1339 1339 .02 Right 1400 Coeff Contr. . 3 Downstream Deck/Roadway Coordinates num= 28 1335 199 1337.4 199 1341. 9 199 Elev 196.7 1400 1700 2000 2300 2600 Sta 1239 188 1336 .1 187 1342 .3 195.8 1600 197.1 2100 198.4 2600 n Val .025 Expan . . 3 198.l 195.6 197.l 198.3 200 .l Elev 198.6 187.2 188 195.4 198.4 200 .l Sta 1300 1337.4 1343 1700 2200 4300 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 210 Expan . . 3 Channel 0 .020 47.00 446.08 446.08 541. 22 61.00 1.21 7 .31 111588 . 2 72 .20 0 .01 0 .01 107.00 6 .11 Elev 198.8 186.6 189.8 195.6 197.9 210 Right OB 0 .025 47.00 11670.86 11670.86 10689.91 2060.62 0.92 5.66 2204023 .5 2060 .70 0.01 0 .01 994 .17 119. 82 1000 206.l 1100 201 1239 198.6 1300 198 .8 1335.7 199 1336 .1 199 1339 199 1340 .6 199 1342.3 199 1343 199 1500 195.8 1600 195 .4 1800 195.9 1900 196 .5 2100 197 .4 2200 197.9 2400 198 .8 2500 199 .4 4300 210 Downstream Bridge Cross Section Data Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev 1000 206.1 1100 201.4 1200 196 .7 1335 199 1335 188.9 1335.7 187 .l 1339 185.4 1340.6 185.7 1341. 9 186.3 1343 199 1400 198.l 1500 195 .8 1800 195.9 1900 196.5 2000 197 .l 2300 197.3 2400 198.8 2500 198 .4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .025 1335 .02 1343 .025 Bank Sta : Left Right Coe ff Contr. Expan. 1335 1343 Upstream Embankment side slope Downstream Embankment side slope . 3 Maximum allowable submergence for weir flow Elevation at which weir flow begins Energy head used in spillway design Spillway height used in design . 3 1200 196.7 1335 199 1337.4 199 1341.9 199 1400 198 .1 1700 195.6 2000 197.l 2300 198.3 2600 200 .1 Sta Elev Sta Elev 1239 198 .6 1300 198.8 1336 .1 186 1337.4 185.7 1342. 3 187.l 1343 188 .9 1600 195 .4 1700 195 .6 2100 198.4 2200 197 .9 2600 200 .l 4300 210 0 horiz. to 1.0 vertical o horiz. to 1.0 vertical .95 Weir crest shape Broad Crested Number of Culverts 1 Culvert Name Shape Rock Pra Circular Rise 8 Span Metal Pipe Culvert conform to slope U.S. EG FHWA Chart # 2 -Corrugated FHWA Scale # 2 -Mitered to Solution Criteria = Highest Culvert Upstrm Dist Length 0 47 n Value .022 Entrance Loss Coef . 6 Exit Loss Coef 1 Upstream Elevation 186 .3 Centerline Station 1339 Downstream Elevation= 185.4 Centerline Station 1339 CULVERT OUTPUT Profile #PF 1 Culvert ID : Rock Pra Culv Q (cfs) 0.84 Culv Vel In (ft/s) 0.02 # Barrels 1 Culv Vel Out (ft/s) 0.02 Q Barrel (cfs) 0 .84 Culv Inv El Up (ft) 186.30 E.G. us. (ft) 205.13 Culv Inv El Dn (ft) 185.40 w.s. us . (ft) 205 .11 Culv Frctn Ls (ft) 0 .00 Delta EG (ft) 0.00 Culv Ext Lss (ft) Delta WS (ft) 0.00 Culv Ent Lss (ft) 0.00 E.G. IC (ft) 205 .14 Q Weir (cfs) 14262.53 E .G. oc (ft) 205 .13 Weir Sta Lft (ft) 1020.74 Culvert Control Outlet Weir Sta Rgt (ft) 3462.90 Culv WS In (ft) 194 .30 Weir Submerg 1. 00 Culv ws Out (ft) 193 .40 Weir Max Depth (ft) 9.73 Culv Nml Depth (ft) Weir Avg Depth (ft) 5 .56 Culv Crt Depth (ft) 0.22 Wr Flw Area (sq ft) 13578. 56 Culv Ful Lngh (ft) 47.00 Min Top Rd (ft) 195.40 Warning: During subcritical analysis, while trying to calculate culvert and weir flow, the program could not get a balance of energy within the specified toleranc e and number o f trials. The program used the solution with the minimum error . Warning: The weir over culvert is submerged. CROSS SECTION REACH: Fema X-sect INPUT Description: Station Elevation Sta Elev 1000 206 .1 1335 199 1339 185.4 1343 199 1800 195 .9 2300 197 .3 Manning 's n Values Sta n Val 1000 .025 RIVER: Lick Creek Data Sta 1100 1335 1340 .6 1400 1900 2400 Sta 1335 RS: 13857 num= Elev 201.4 188 .9 185 .7 198 .1 196 .5 198 .8 num= n Val .02 3 0 Sta 1200 1335. 7 1341.9 1500 2000 2500 3 Sta 1343 Main Elev 196 .7 187.l 186.3 195.8 197 .l 198 .4 n Val .025 Sta Elev Sta 1239 198.6 1300 1336.l 186 1337.4 1342 .3 187 .l 1343 1600 195 .4 1700 2100 198 .4 2200 2600 200 .1 4300 Bank Sta: Left 1335 Right 1343 Lengths : Left Channel Right 1 Coeff Contr. CROSS SECTION OUTPUT E.G. Elev (ft) Vel Head (ft) W.S . Elev (ft) Crit W.S . (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) Profile #PF 1 205 .13 0 .01 205 .11 0 .000024 12730.00 2439.63 0 .92 19. 71 2609744.3 l. 00 185 .40 l. 00 0 .00 0 .00 1 1 Element Wt . n -Val. Reach Len . (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft ) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) . 3 Left OB 0.025 l. 00 1652.36 1652.36 1448.66 313 .98 0 .88 5 .26 296986. 4 314 .22 0.01 0 .01 501. 51 55 .26 Elev 198 .8 185 .7 188.9 195.6 197.9 210 Expan. . 3 Channel Right OB 0 .020 0 .025 l. 00 l. 00 151. 23 12045.24 151.23 12045.24 153.87 11127 .47 8 .00 2117.65 l. 02 0 .92 18.90 5 .69 31544 .3 2281213.5 32 .15 2117 .74 0.01 0 .01 0 .01 0.01 106 .68 981. 38 6 .08 117.57 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. CROSS SECTION RIVER: Lick Creek Main REACH: Fema X-sect RS : 13856 INPUT Description: Station Elevation Data num= 30 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 206 .l 1100 201 1200 196.7 1239 194.6 1300 194 1335 199 1335 188.9 1335 .7 187.l 1336 .1 186.3 1337 .4 185.7 1339 185.4 1340 .6 185.7 1341. 9 186.3 1342.3 187.l 1343 188.9 1343 199 1400 198.l 1500 191. 8 1600 191.4 1700 191.6 1800 191.9 1900 192.5 2000 193 .1 2100 193 .4 2200 193.9 2300 194 .3 2400 194.8 2500 194 .4 2600 200.l 4300 210 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .06 1335 .OS 1343 .06 Bank Sta: Left Right Lengths : Left Channel Right Coe ff Contr. Expan. 1335 1343 100 976 100 . 3 . 3 Ineffective Flow num= 2 Sta L Sta R Elev Sta L Sta R Elev 1000 1335 190.5 1343 4300 195.4 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 205.12 Element Left OB Channel Right OB Vel Head (ft) 0 .01 Wt. n-Val . 0.060 0.050 0 .060 w.s. Elev (ft) 205 .12 Reach Len. (ft) 100.00 976.00 100.00 Crit W.S. (ft) 195 .41 Flow Area (sq ft) 2123 .24 151.01 16453.94 E.G. Slope (ft/ft) 0.000050 Area (sq ft) 2123.24 151. 01 16453.94 Q Total (cfs) 12730.00 Flow (cfs) 1324 .93 89.46 11315 .61 Top Width (ft) 2442.06 Top Width (ft) 315.71 8.00 2118. 35 Vel Total (ft/s) 0.68 Avg. Vel. (ft/s) 0.62 0.59 0.69 Max Chl Dpth (ft) 19.72 Hydr. Depth (ft) 6.73 18.88 7 .77 Conv. Total (cfs) 1797732 .4 Conv. (cfs) 187107.4 12633.6 1597991.4 Length Wtd. (ft) 159.24 Wetted Per . (ft) 316.32 31.97 2118.75 Min Ch El (ft) 185 .40 Shear (lb/sq ft) 0.02 0.01 0.02 Alpha 1. 00 Stream Power (lb/ft s) 0.01 0.01 0.02 Frctn Loss (ft) 0.01 Cum Volume (acre-ft) 501 .47 106.67 981. 05 C & E Loss (ft) 0.00 Cum SA (acres ) 55.26 6.08 117.52 Warning : The parabolic search method failed to converge on critical depth. The program will try the cross section slice/secant method to find critical depth. CROSS SECTION RIVER: Lick Creek Main REACH: Fema X-sect RS : 12880 INPUT Description: Station Elevation Data num= 24 Sta El ev Sta Elev Sta Elev Sta Elev Sta Elev 1000 203.6 1100 199.4 1200 199 1243 199.7 1300 198.5 1400 195 .4 1500 193.6 1600 194.8 1700 195 .4 1800 195.3 1900 194 .5 1929 192.7 1940 184.9 1951 181.9 1962 183.5 1971 194 .6 2000 195.9 2100 194 .7 2200 195.5 2300 196 2400 197.3 2500 197.8 2600 197 .9 4320 210 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .065 1900 .05 1971 .065 Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan . 1900 1971 1550 2065 1250 .1 . 3 CROSS SECTION OUTPUT Profile #PF 1 E.G. Elev (ft) 205 .11 El ement Left OB Channel Right OB Vel Head (ft) 0.01 Wt . n-Val. 0.065 0 .050 0.065 w.s. Elev (ft) 205.10 Reach Len. (ft) 1550.00 2065.00 1250.00 Crit W.S. (ft) Fl ow Area (sq ft) 7501.87 1142.56 9214.95 E.G. Slope (f t/ft) 0 .000066 Area (sq ft) 7501 .87 1142 .56 9214.95 Q Total (cfs) 12730.00 Fl ow (cfs) 5718. 77 1632 .19 5379 .04 Top Width (ft) 2623.88 Top Width (ft) 900.00 71.00 1652.88 Vel Total (ft/s) 0. 71 Avg . Vel. (ft/s) 0.76 1 .43 0.58 Max Chl Dpth (ft) 23.20 Hydr. Depth (ft) 8.34 16.09 5 .58 Conv. Total (cfs) 1567422.0 Conv. (cfs) 704141.9 200969.1 662311.0 Length Wtd. (ft) 1447.93 Wetted Per. (ft) 901. 69 79 .35 1652 .96 Min Ch El (ft) 181.90 Shear (lb/sq ft) 0.03 0 .06 0 .02 Al pha 1.31 Stream Power (lb/ft s) 0 .03 0.08 0 .01 Frctn Loss (ft) 0.07 Cum Volume (acre-ft) 490.42 92.18 951.58 C & E Loss (ft) 0.00 Cum SA (acres) 53.86 5 .19 113 .19 Warning: The cross-section end points had to be extended vertically for the computed water surface . CROSS SECTION REACH: Fema X-sect INPUT RIVER: Lick Creek Main RS: 10815 Description: Station Elevation Sta Elev 1000 204.5 1246 196.5 1491 193.3 1637 1778 1814 2023 2214 2388 2856 3408 193.3 187.9 193 193 .2 193.4 192 .2 197 .l 199 .9 3960 203 .8 Manning's n Values Sta n Val 1000 .07 Data Sta 1084 1253 1506 1675 1785 1840 2083 2232 2414 2966 3518 num= Elev 200.8 196.4 193 .4 193.5 183.8 193.9 193. 3 191. 5 194 .3 197.9 200 .9 num= Sta n Val 1759 .065 56 Sta 1123 1337 1590 1737 1793 1862 2119 2252 2523 3077 3629 3 Sta 1814 Elev 200 194 .8 193.2 193.6 182.1 193.4 193.3 193.7 195 198.2 201 .7 n Val .08 Sta 1169 1368 1608 1759 1803 1931 2193 2297 2635 3187 373 9 Elev 198.7 194 .5 193 .l 193 183 .5 192. 8 193.8 194.2 194.8 198.6 202 .4 Sta 1205 1422 1620 1776 1804 1973 2206 2304 2745 3298 3850 Bank Sta: Left 1759 Right 1814 Lengths : Left Channel Right 1250 Coeff Contr. .1 CROSS SECTION OUTPUT E .G. Elev (ft) Vel Head (ft) W.S . Elev (ft) Crit W.S. (ft) E .G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) c & E Loss (ft) 1550 2065 Profile #PF 1 205.04 0.00 205 .03 0 .000040 12730.00 2960.00 0.52 22.93 2001526.6 1373.40 182.10 1.14 0.03 0.00 Element Wt. n-Val. Reach Len. (ft) Flow Area (sq ft ) Area (sq ft) Flow (cfs) Top Width (ft ) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per . (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 0.070 1550.00 6930.09 6930.09 4084.08 759.00 0.59 9.13 642135.9 759.89 0.02 0.01 233.66 24.34 Elev 198.1 193 .4 191.6 188.l 183 .9 193 193.6 194 .2 195 .6 199 .3 203 .l Expan. . 3 Channel 0.065 2065.00 1000. 72 1000. 72 942.62 55.00 0.94 18.19 148206.6 60.69 0.04 0.04 41. 38 2.20 Right OB 0 .080 1250 .00 16648 .19 16648 .19 7703 .31 2146 .00 0.46 7 .76 1211184 .1 2147.63 0.02 0 .01 580 .50 58 .68 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 . CROSS SECTION REACH: Fema X-sect RIVER: Lick Creek Main RS : 8750 INPUT Description: Station Elevation Sta Elev 1000 205.4 1495 190 1626 183.3 1800 2053 2500 3000 3500 190.9 189.8 190.5 193.8 197 Data Sta 1100 1505 1634 1910 2100 2600 3100 3600 Manning's n Values Sta n Val Sta 1618 1000 .07 Bank Sta: Left 1618 Right 1656 CROSS SECTION OUTPUT num= Elev 200 .8 187.9 182.3 190.8 190.6 192.8 194 .1 197 .7 num= n Val .065 37 Sta 1200 1519 1643 2000 2200 2700 3200 3 Sta 1656 Elev 194.3 191.2 183 .6 190.4 190.5 193 .4 195.3 n Val .08 Lengths : Left Channel 0 0 Profile #PF 1 Sta 1300 1600 1656 2019 2300 2800 3300 Right 0 Elev 194.2 192.4 191. 3 189 .4 191 193.3 195.9 Sta 1400 1618 1700 2035 2400 2900 3400 Coeff Contr. .1 Elev 192 .l 191. 5 191.1 185.5 189.9 193.1 196.5 Expan. . 3 E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 205.00 0.00 205.00 192 .62 0 .000017 12730.00 2591.30 0 .41 22 .70 3073778.3 182.30 1. 02 SUMMARY OF MANNING'S N VALUES River:N.F. Lick Creek n7 Reach n8 N.F . Main N.F. Main N.F. Main N.F . Main N.F. Main N.F . Main N.F . Main N.F. Main N.F. Main N.F . Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main . 014 . 04 N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F . Main N.F. Main N.F . Main N.F . Main N.F . Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F . Main N.F . Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main River Sta. n9 68770 68410 68025 67680 67300 67075 67060 67050 67049 66980 66970 66940 66850 66550 66300 66216 66215 .04 66150 66105 66090 66075 66037 66000 65980 65970 65969 65950 65700 65500 65250 65050 64800 64500 64395 64158 63920 63870 63770 63470 63220 62721 62720 61960 Element Wt. n-Val . Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) nl .075 .075 .075 .075 .075 .075 .075 .075 Culvert .075 .075 .075 .075 .075 .075 .06 .06 .06 .04 .04 .04 Culvert .04 .04 .065 .075 .075 .075 .075 .075 .075 .07 .06 .06 Culvert .06 .07 .07 .07 .07 .07 .07 .07 n2 .055 .055 .055 .055 .055 .055 .055 .055 .055 .055 .055 .055 .055 .055 .04 .06 .018 .014 .014 .014 .014 .014 .02 .04 .04 .055 .055 .055 .055 .05 .04 .04 .04 .055 .06 .065 .065 .065 .065 .065 n3 Left OB 0.070 6202.89 6202.89 2558.70 609 .30 0.41 10.18 617821.l 610.29 0 .01 0 .00 .075 .075 .075 .075 .075 .075 .075 .075 .075 .075 .075 .075 .075 .06 .04 .04 .04 .04 .04 .04 .04 .014 .065 .075 .075 .075 .075 .075 .075 .07 .06 .06 .06 .07 .07 .075 .075 .075 .075 .075 n4 .014 Channel Right OB 0.065 0 .080 745.00 23810.30 745.00 23810.30 467 .06 9704 .25 38.00 1944.00 0.63 0 .41 19.61 12 .25 112775.8 2343181.5 43.72 1952 .36 0.02 0 .01 0.01 0.01 n5 n6 .014 .014 N.F. Main N.F. Main River:S.F. LICK CREEK Reach AlexBranch AlexBranch AlexBranch AlexBranch AlexBranch AlexBranch westf ield westf ield west field west field west field westfield westfield westf ield westf ield westf ield westf ield westf ield westf ield westf ield westfield westf ield westfield S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main 61200 S9900 River Sta. 8867. 884S. 8766. 8744. 8S36. 8277. 11228. 10978. 107S8. 10628. 10Sl8. 10338. 10208. 10138. 100S8. 10018. 9688. 9S68. 9458. 9343. 9088. 8750. 83S4. 7993. 781S. 7612. 743S. 7137. 682S. 6784. 6762. 6730. 6698. 667S. 6632. 6612. 6423. 6266. 617S. 60SO. S943. S827. S616. S320. S200. SOSO. 4930. 4810. 4S80. 4310. 3860. 366S. 3610. 3S96. 3S67. 3S38. 3S20. 3467. 3410. 3200. 2880. 2S60. 2S40. nl .07 .07 .1 .1 .1 .1 .1 .1 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 Culvert .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .02S .02S Culvert .02S .02S .08 .08 .08 .08 .08 .08 n2 .06S .06S .OS .OS .OS .OS .OS .OS .OS .OS .OS .OS .OS .OS .OS .OS .OS .OS .OS .OS .OS .OS .OS .OS .OS .OS .OS .OS .OS .04 .03 .014 . 014 .014 .02S .03 .03 .OS .OS .OS .OS .OS .OS .OS .OS .OS .OS .OS .OS .OS .OS .OS .OS .018 .018 .018 .018 .OS .OS .OS .OS .OS .013 n3 .07S .07 .1 .1 .1 .1 .1 .1 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .02S .02S .02S .02S .08 .08 .08 .08 .08 .08 S .F. Main S .F. Main S.F. Main S.F . Main River:Lick Creek Main Reach Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fe ma X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect 2375 . 221 0. 2050 . 1060 River Sta. 58600 57300 56000 54700 534 00 52666 51932 51198 50464 49730 49120 48510 4 7 900 46940 4 5980 45020 43850 42680 42584 42583 42540 42539 42440 4 1710 41088 40466 39844 39222 38600 38434 38268 38012 37936 37770 37604 37438 37272 37106 36940 36774 36608 36442 36276 36110 35944 35778 35612 35446 35280 3420 0 33586 32972 32358 31744 31130 30520 2991 0 29300 28690 28080 27210 Culvert .08 .08 .08 nl .07 .085 .085 .085 .07 .085 .085 .085 .085 .085 .085 .085 .06 .06 .06 .06 .075 .05 .015 Bridge .015 .05 .075 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .075 .075 .075 .075 .075 .075 .085 .085 .085 .085 .085 .085 n2 . 013 .05 .05 .065 .065 .065 .065 .065 .065 .065 .065 .065 .065 .065 .065 .055 .055 .055 .055 .06 .045 .02 .02 .045 .055 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 n3 .08 .08 .08 .07 .085 .085 .085 .075 .085 .085 .085 .085 .085 .085 .085 .09 .09 .09 .09 .09 .05 .015 .015 .OS .075 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 .085 Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect 26340 24490 22640 20790 2018S 19S80 17930 16280 1S780 1S280 14780 14280 1390S 13904 13880.S 138S7 138S6 12880 1081S 87SO SUMMARY OF REACH LENGTHS River: N.F. Lick Creek Reach N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main River Sta. 68770 68410 6802S 67680 67300 6707S 67060 670SO 67049 66980 66970 66940 668SO 66SSO 66300 66216 6621S 661SO 6610S 66090 6607S 66037 66000 6S980 6S970 6S969 6S9SO 6S700 6SSOO 6S2SO 6SOSO 64800 64SOO 6439S 641S8 63920 63870 63770 63470 63220 62721 .08 .08 .07 .07 .07 .07 .07 .07 .06S .06S .06S .06S .06 .02S Culvert .02S .06 .06S .07 .07 .06S .06S .06 .06 .oss .oss .oss .oss .OS .OS .OS .OS .OS .02 .02 .OS .OS .06S .06S Left Channel 160 360 210 38S 220 34S 230 380 31S 22S lS lS 10 10 70 70 Culvert 10 10 20 70 100 90 lSO 300 280 2SO 84 84 1 1 6S 6S 90 4S 30 lS 40 lS 7S 7S Culvert 20 20 10 10 1 1 19 19 200 2SO 180 200 2SO 2SO 210 200 2SO 2SO 270 300 80 100 47S 47S Culvert 90 so 100 100 300 300 2SO 2SO 499 499 1 1 .08S .08S .07 .07 .07 .07 .07 .07 .06S .06S .06S .06S .06 .02S .02S .06 .06S .08 .08 Right 400 23S 240 300 6S lS 10 70 10 40 2S 300 220 84 1 s s s s 7S 20 10 1 19 300 220 2SO 190 230 330 120 47S 30 90 2SO 2SO 499 1 N.F. Main N.F. Main N.F. Main N.F. Main 62720 61960 61200 59900 River: S.F. LICK CREEK Reach AlexBranch AlexBranch AlexBranch AlexBranch AlexBranch AlexBranch west field westf ield west field westf ield westf ield westf ield westf ield west field westf ield westf ield west field westf ield westf ield westf ield westfield west field west field S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main River Sta. 8867. 8845. 8766. 8744. 8536. 8277. 11228. 10978. 10758. 10628. 10518. 10338. 10208. 10138. 10058. 10018. 9688. 9568. 9458. 9343. 9088. 8750. 8354. 7993. 7815. 7612. 7435. 7137. 6825. 6784. 6762. 6730. 6698. 6675. 6632. 6612. 6423. 6266. 6175. 6050. 5943. 5827. 5616. 5320. 5200. 5050. 4930. 4810. 4580. 4310. 3860. 3665. 3610. 3596. 3567. 3538. 3520. 3467. 3410. 3200. 2880. 650 650 1050 1050 760 760 1300 1300 Left Channel 22 22 65 79 20 22 150 208 190 259 0 0 250 215 200 220 155 130 80 110 150 180 140 130 50 70 60 80 40 40 200 330 80 120 120 110 80 115 270 256 345 338 380 396 0 0 120 178 90 203 135 177 200 298 121 121 41 41 24 24 64 64 Culvert 23 23 43 43 20 20 189 189 157 157 91 91 115 115 135 107 110 116 170 211 100 296 70 120 200 100 238 210 150 180 300 100 170 340 450 450 110 110 30 80 14 14 61 61 Culvert 18 18 50 50 57 57 210 210 330 330 350 350 575 575 1083.3 1083.3 Right 22 110 20 180 208 0 280 220 100 120 140 110 105 60 40 160 140 160 96 210 225 380 0 175 175 135 200 121 41 24 64 23 43 20 189 157 91 115 180 95 130 225 180 150 130 250 200 270 450 110 55 14 61 18 50 57 210 330 350 S.F. Main S.F. Main S.F . Main S.F. Main S.F. Main S.F . Main 2S60. 2S40 . 237S . 2210 . 20SO. 1060 River : Lick Creek Main Reach Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect River Sta . S8600 S7300 S6000 S4700 S3400 S2666 Sl932 Sll98 S0464 49730 49120 48Sl0 47900 46940 4S980 4S020 438SO 42680 42S84 42S83 42S40 42S39 42440 41710 41088 40466 39844 39222 38600 38434 38268 38012 37936 37770 37604 37438 37272 37106 36940 36774 36608 36442 36276 36110 3S944 3S778 3S612 3S446 3S280 34200 33S86 32972 323S8 31744 31130 30S20 29910 29300 28690 so 302 Culvert 160 810 0 so 302 160 890 0 Left Channel lOSO 1300 lOSO 1300 lOSO 1300 lOSO 1300 460 734 460 734 460 734 460 734 460 734 266.7 610 266 .7 610 266.7 610 783.3 960 783.3 960 783.3 960 Bridge 900 1170 900 1170 96 96 44 44 1 99 soo 600 600 600 600 600 lSS lSS lSS lSS lSS lSS lSS lSS lSS lSS lSS lSS lSS lSS lSS lSS lSS lSS lSS lSS 700 S70 S70 S70 S70 S70 400 400 400 400 400 1 99 730 622 622 622 622 622 166 166 166 166 166 166 166 166 166 166 166 166 166 166 166 166 166 166 166 166 1080 614 614 614 614 614 610 610 610 610 610 so 302 160 700 0 Right 1083 .3 1083 1083 1083 480 480 480 480 480 Sl6 Sl6.7 Sl6.7 696.7 696.7 696.7 7SO 730 96 44 1 99 900 S60 S60 S60 S60 S60 92.S 92.S 92. s 92.S 92.S 92.S 92.S 92.S 92.S 92.S 92.S 92.S 92 .S 92.S 92.S 92.S 92.S 92 .S 92.S 92.S lOSO S20 S20 S20 S20 S20 S40 S40 S40 S40 S40 Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect 28080 27210 26340 24490 22640 20790 20185 19580 17930 16280 15780 15280 14780 14280 13905 13904 13880.5 13857 13856 12880 10815 8750 825 825 1283.3 1283.3 1283.3 575 575 1650 1650 482.5 482.5 482.5 482.5 300 1 47 Culvert 1 100 1550 1550 0 SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: N.F. Lick Creek 870 870 1850 1850 1850 605 605 1650 1650 500 500 500 500 375 1 47 1 976 2065 2065 0 Reach River Sta. Contr. Expan. N.F . Main N.F . Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main 68770 68410 68025 67680 67300 67075 67060 67050 67049 66980 66970 66940 66850 66550 66300 66216 66215 66150 66105 66090 66075 66037 66000 65980 65970 65969 65950 65700 65500 65250 65050 64800 64500 64395 64158 63920 63870 63770 63470 Culvert .1 .1 .1 .1 .1 . 3 . 3 . 3 . 3 . 3 .3 .1 .1 .1 .1 .1 .1 . 3 . 3 . 3 Culvert .3 .3 . 3 .3 .3 .1 .1 .1 .1 .1 . 3 . 3 Culvert . 3 .1 .1 .1 . 3 . 3 . 3 . 3 . 3 . 5 . 5 . 5 . 5 . 5 . 5 .3 . 3 . 3 . 3 . 3 . 3 . 5 . 5 .5 . 5 . 5 .5 .5 . 5 . 3 . 3 . 3 . 3 . 3 .5 . 5 . 5 .3 .3 .3 515 515 1473.3 1473 .3 1473.3 575 575 1300 1300 485 485 485 485 450 1 47 1 100 1250 1250 0 N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main 63220 62721 62720 61960 61200 59900 .1 .1 .1 .1 .1 .1 River: S.F. LICK CREEK Reach AlexBranch AlexBranch AlexBranch AlexBranch AlexBranch AlexBranch west field westf ield westfield west field westf ield westf ield west field westfield westf ield west field westf ield west field west field west field westf ield westf ield westfield S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main River Sta. Contr. 8867. .1 8845. .1 8766. .1 8744. .1 8536. .1 8277. .1 11228. .1 10978. .1 10758. .1 10628. . 1 10518. . 1 10338. .1 10208. .1 10138. .1 10058. . 1 10018. . 1 9688. .1 9568. .1 9458. .1 9343. .1 9088. .1 8750. .1 8354. .1 7993. .1 7815. .1 7612. .1 7435. .1 7137. .1 6825. .1 6784. .3 6762. .3 6730. Culvert 6698. .3 6675. .3 6632. .1 6612. .1 6423. .1 6266. .1 6175. .1 6050. .1 5943. .1 5827. .1 5616. .1 5320. .1 5200. .1 5050. .1 4930. .1 4810. .1 4580. .1 4310. .1 3860. .1 3665. .1 3610. .3 3596. .3 3567. Culvert 3538. .3 3520. .3 3467. .1 3410. .1 . 3 . 3 . 3 . 3 . 3 . 3 Expan. .1 . 3 . 3 . 3 . 3 . 3 .3 .3 .3 . 3 .3 . 3 . 3 .3 .3 . 3 . 3 . 3 .3 .3 . 3 . 3 . 3 .3 . 3 . 3 . 3 .3 . 3 .5 .5 .5 .5 . 3 . 3 . 3 . 3 .3 .3 . 3 .3 . 3 . 3 . 3 . 3 .3 . 3 . 3 . 3 . 3 . 3 . 5 . 5 .5 . 5 . 3 . 3 S.F. Main S .F . Main S.F. Main S .F . Main S.F. Main S.F. Main S.F. Main S.F. Main 3200. 2880. 2560. 2540 . 2375 . 2210 . 2050. 1060 River: Lick Creek Main Reach Fema X-sect Fema X-sec t Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect River Sta. 58600 57300 56000 54700 53400 52666 51932 51198 50464 49730 49120 48510 47900 46940 45980 45020 43850 42680 42584 42583 42540 42539 42440 41710 41088 40466 39844 39222 38600 38434 38268 38012 37936 37770 37604 37438 37272 37106 36940 36774 36608 36442 36276 36110 35944 35778 35612 35446 35280 34200 33586 32972 32358 31744 31130 30520 29910 Culvert .1 .1 . 3 . 3 . 3 .1 .1 Contr. Bridge .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .4 • 4 .4 . 4 . 4 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .3 .3 . 5 . 5 . 5 . 3 . 3 Expan. .3 .3 . 3 . 3 . 3 . 3 . 3 . 3 . 3 . 3 . 3 . 3 .3 .3 .3 .3 . 3 . 6 . 6 . 6 . 6 . 6 . 3 . 3 . 3 . 3 . 3 . 3 . 3 .3 .3 . 3 . 3 . 3 .3 . 3 . 3 . 3 . 3 . 3 . 3 . 3 . 3 .3 . 3 . 3 . 3 . 3 . 3 . 3 . 3 . 3 . 3 . 3 .3 .3 Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect Fema X-sect 29300 .1 28690 .1 28080 .1 27210 .1 26340 .1 24490 .1 22640 .1 20790 .1 20185 .1 19580 .1 17930 .1 16280 .1 15780 .1 15280 .1 14780 .1 14280 .1 13905 .3 13904 .3 13880.5 Culvert 13857 .3 13856 .3 12880 .1 10815 .1 8750 .1 Profile Output Table -Standard Table 1 River Reach Elev E.G. Slope Vel Chnl (ft} (ft/ft} N.F. Lick Creek 272.38 0.000471 N.F. Lick Creek 273.09 0.000884 N.F. Lick Creek 274.29 0.005358 N.F. Lick Creek 276.75 0.002946 N.F. Lick Creek 276.79 0.003980 N.F. Lick Creek 278.81 0.004114 N.F. Lick Creek 281 .04 0.015563 N.F. Lick Creek 282.38 0.002099 N.F. Lick Creek 282.62 0 .002595 N.F . Lick Creek 283.03 0.002245 N.F. Lick Creek N.F. Lick Creek 284.87 0.000774 N.F . Lick Creek 285.01 0.000958 N.F. Lick Creek 285.48 0.002453 N.F. Lick Creek 286.32 0.004396 N.F. Lick Creek 286.98 0.002384 N.F. Lick Creek 287.70 0.003156 N.F. Lick Creek 288.13 0.001516 N.F . Lick Creek 288.63 0 .001880 (ft/s} N.F. Main 2.14 N.F. Main 2.70 N.F. Main 5.31 N.F. Main 3.53 N.F. Main 4.86 N.F . Main 4 .57 N.F. Main 9 .23 N.F . Main 3.94 N.F. Main 4.69 N.F. Main 6.85 N.F. Main N.F. Main 4.30 N.F. Main 4.01 N.F. Main 5.21 N.F. Main 6 .02 N.F. Main 4.61 N.F. Main 5.57 N.F. Main 3.61 N.F. Main 5 .42 N.F. Lick Creek N.F. Main River Sta Flow Area (sq ft} 59900 2249.23 61200 1618.37 61960 895.08 62720 1227.35 62721 1003.03 63220 776 .75 63470 525.17 63770 1152. 80 63870 966.74 63920 336.09 64158 64395 460.80 64500 1166.93 64800 776 .31 65050 580.71 65250 878.03 65500 746 .00 65700 788 .26 65950 802.14 65969 . 3 . 3 . 3 . 3 . 3 . 3 . 3 . 3 . 3 . 3 . 3 .3 .3 .3 . 3 . 3 . 3 . 3 . 3 . 3 . 3 . 3 . 3 Q Total Min Ch El Top Width Froude # Chl W.S. Elev Crit W.S. E.G. (cfs} (ft} (ft} 2301. 00 968.60 2301.00 506.06 2301 .00 479.53 2301. 00 574.44 2301 .00 598.20 2301.00 271. 57 2301.00 361. 99 2301. 00 504.69 2301. 00 398.99 2301.00 382 .23 413 . 57 478 .33 Culvert 1980.00 1980.00 1980.00 298 .00 1980.00 263.41 1980 .00 364.56 1980 .00 357 .41 1980.00 238.73 1980.00 428.85 1980.00 259.90 0.12 262 .00 0 .16 265 .30 0.37 268.50 0.26 268.50 0.34 272 .40 0 .34 272 . 80 0.66 273 .20 0.26 273.30 0.32 273 .40 0.42 274.85 0.25 276.00 0 .27 276.90 0 .35 277.60 0.42 278.20 0.31 278 .90 0.36 279.50 0.25 280.00 0 .38 280.10 (ft} (ft} 272.36 273 .05 274.11 276.68 276.60 278.62 280.32 280 .32 282.27 282.45 282.30 278 .58 284.58 278.93 284 .90 285.26 285.92 286.81 287 .41 287 .97 288.31 288.60 283.52 288. 71 0.000391 N.F . Lick Creek 288.72 0.000109 N.F. Lick Creek 288 .72 0.000065 N.F . Lick Creek 288.89 0.000250 N.F . Lick Creek N.F. Lick Creek 289.28 0 .000200 N.F. Lick Creek 289 .34 0.000084 N.F. Lick Creek 289.39 0.000119 N.F. Lick Creek 289.42 0 .000347 N.F. Lick Creek 289 .44 0.000166 N.F. Lick Creek 289.45 0 .001165 N.F. Lick Creek 289.59 0.002664 N.F. Lick Creek 290.23 0.002413 N. F. Lick Creek 291.00 0.002944 N.F. Lick Creek 291.16 0 .002926 2.89 N.F . Main 3.06 N.F . Main 3.25 N.F . Main 5.64 N.F. Main N.F. Main 5 .15 N.F. Main 3.66 N.F. Main 4 .41 N.F. Main 4.86 N.F. Main 4.15 N.F. Main 3.89 N.F. Main 4.01 N.F. Main 4.12 N.F. Main 5.57 N.F. Main 5.53 N.F. Lick Creek N.F. Main 291 .28 0.001912 4.11 N.F. Lick Creek 291.30 0.000991 N.F. Lick Creek N.F. Lick Creek 292.07 0.000326 N.F. Main 3.34 N.F. Main N.F. Main 2.17 N.F. Lick Creek N.F. Main 292.09 0.001027 3.34 N.F. Lick Creek 292 .10 0.001068 N.F. Lick Creek 292 .42 0.002323 N.F. Lick Creek 293.14 0 .002376 N.F. Lick Creek 293.75 0.002015 N.F. Lick Creek 294.30 0.001449 N.F. Lick Creek 294.75 0.001179 S.F. LICK CREEK 272.53 0.000648 S .F. LICK CREEK 273.10 0.000698 S .F. LICK CREEK 273.39 0 .000216 S.F. LICK CREEK S.F. LICK CREEK 274.26 0.000132 S.F. LICK CREEK 274.37 0 .000739 S.F. LICK CREEK 274.78 0.001991 N.F. Main 3.33 N.F. Main 5 .35 N.F. Main 5.01 N.F. Main 4.04 N.F. Main 2.98 N.F. Main 2.81 S.F. Main 3.06 S.F. Main 3.35 S.F. Main 6.04 S .F. Main S.F. Main 4.89 S.F. Main 3.18 S .F. Main 4.56 S.F. LICK CREEK S.F. Main 275.59 0.002562 S.F. LICK CREEK 276.06 0.001817 S.F. LICK CREEK 276.15 0.001185 S.F. LICK CREEK 276.26 0. 000272 S.F. LICK CREEK 5.41 S.F. Main 4.29 S.F. Main 3 .51 S.F. Main 5.65 S .F. Main 1142.58 65970 1137. 34 65980 1059.69 66000 615.31 66037 66075 782.77 66090 872 .77 66105 647 .46 66150 488.12 66215 638.15 66216 649.35 66300 703.89 66550 658.64 66850 845.20 66940 832.27 66970 990.00 66980 1285 .73 67049 67050 1860.40 67060 1434.53 67075 1439.07 67300 848.63 67680 888.47 68025 878 .90 68410 974 .08 68770 1101. 84 1060 1338.30 2050. 1524.35 2210 . 380 .14 2375 . 2540. 414.42 2560. 1574.30 2880. 1098 .75 3200. 693.67 3410. 1051 .10 3467. 995.65 3520. 686 .08 3538. 542 .12 1980 .00 538 .34 1980 .00 541 .15 1980 .00 477 .40 466 .08 289 .02 Culvert 1980.00 1980.00 1980.00 193.27 1980.00 167 .28 1980.00 236 .20 1980 .00 239.89 1980.00 298 .60 1980.00 390 .61 1980.00 342.94 1980.00 307.82 1980.00 368 .06 621 .15 808 .12 803 .87 1980.00 Culvert 1980.00 1980.00 1980.00 809 .00 1980.00 291.33 1980.00 329.06 1980.00 332.76 1980 .00 336 .32 1980.00 424.07 2297.00 353.43 513 . 69 32 .00 32.00 2297.00 2297.00 Culvert 2025.00 2025 .00 552.03 2025 .00 413 .25 2025.00 275 .26 2025 .00 339 .87 2025.00 311. 39 2025.00 218.98 2025.00 0.18 280.10 0.19 280.13 0.20 280.20 0.35 280.50 0.31 280 .60 0.23 280 .80 0.28 281 .00 0.36 281 .40 0.32 281.40 0.29 282.00 0.32 282.50 0.31 282.50 0.36 283.00 0.36 282.50 0.28 280.34 0.20 280.70 0 .12 282.50 0.21 282.50 0.21 283.80 0.33 285.00 0.32 287.00 0 .29 288.50 0.24 288.80 0.22 261.00 0.19 262.65 0.19 260.94 0.31 260.94 0 .24 263.78 0 .19 264.95 0.27 265.63 0 .34 266.68 0.27 267.03 0.24 267.36 0.34 267.48 288 .59 288.59 288.43 288.92 289 .15 289.10 289.06 289.19 289.23 289 .40 290.01 290.81 290.99 291.17 291.21 292.02 292.01 292.03 292.24 292 .99 293 .60 294 .20 294.66 272.43 272.99 272 .82 273.89 274 .30 274.67 275.26 275.96 276.02 275.96 275.64 283.52 283.56 284.45 284.73 284 .25 284. 94 289.60 290.20 266 .35 265.93 272. 51 276 .60 0.000852 S .F. LICK CREEK S.F. LICK CREEK 277.41 0 .000174 S .F . LICK CREEK 277 .43 0.000091 S .F . LICK CREEK 277 .47 0.002401 S.F . LICK CREEK 277 .80 0 .003021 S.F . LICK CREEK 279 .43 0.004316 S .F . LICK CREEK 280 .14 0 .002382 S .F . LICK CREEK 280.45 0.001007 S .F . LICK CREEK 280 .70 0.001181 S .F . LICK CREEK 281 .19 0 .007249 S .F . LICK CREEK 281 .71 0 .002132 S .F. LICK CREEK 281 .91 0.001700 S .F. LICK CREEK 282.30 0 .001687 S.F . LICK CREEK 282 .78 0.003171 S.F. LICK CREEK 283 .10 0 .002535 S .F. LICK CREEK 283 .51 0.003920 S .F . LICK CREEK 283 . 71 0 .000778 S.F . LICK CREEK 283.78 0 .000621 S .F . LICK CREEK 283 .97 0 .002088 S .F . LICK CREEK 284 .35 0 . 001612 S .F. LICK CREEK 284.38 0.001231 S .F. LICK CREEK 285.28 0.003380 S .F . LICK CREEK 286 .87 0.002686 S.F. LICK CREEK S .F. LICK CREEK 287 .22 0.000293 S .F. LICK CREEK 287.31 0.000065 S.F. LICK CREEK 287.32 0 .000174 S .F. LICK CREEK 287.35 0 .000238 S.F. LICK CREEK 287 .45 0 .000665 S .F . LICK CREEK 287 .57 0.001005 S .F . LICK CREEK 287 .70 0.000923 S .F. LICK CREEK 287 .81 0 .000667 S .F . LICK CREEK 287.98 0.000520 S.F. LICK CREEK 288.36 0.001859 S.F. LICK CREEK 288 .75 0.000955 S .F . LICK CREEK 289 .01 0.001049 7 .88 S.F. Main S.F. Main 3 .99 S.F. Main 3 .50 S .F. Main 4 .90 S .F. Main 5 .75 S .F. Main 6 .09 S .F. Main 4.67 S.F. Main 3 .23 S.F. Main 3 .29 S.F. Main 7 .05 S .F. Main 4.38 S.F. Main 3 .35 S.F. Main 3 .91 S.F. Main 5 .66 S.F. Main 5.30 S.F. Main 5 .36 S .F. Main 2.77 S.F. Main 2 .33 S .F . Main 4 .06 S.F. Main 5.47 S.F. Main 5 .13 S .F. Main 11. 09 S .F. Main 14.09 S .F. Main S.F. Main 5.76 S.F. Main 3. 71 S.F. Main 2 .21 S.F. Main 1 .70 S.F. Main 2 .23 S .F. Main 3 .10 S .F. Main 2.13 S .F. Main 2 .17 westf ield 1.94 west field 4.27 west field 2.91 westfield 2 .44 256 .94 3567 . 3596. 919. 58 3610. 1193 . 27 3665. 892 .19 3860 . 768.44 4310 . 836 .87 4580 . 1026.12 4810 . 1351. 02 4930. 1033 .21 5050 . 657 .16 5200 . 761 .81 5320 . 934.01 5616 . 1026.85 5827 . 656 .09 5943. 703 .64 6050 . 554 .74 6175. 1181.74 6266. 1069.52 6423 . 804.72 6612 . 956 .29 6632. 1005.74 6675 . 182 .60 6698. 143 .69 6730 . 6762 . 639.85 6784 . 1258 .28 6825 . 1172 .03 7137. 986 .49 7435 . 1122. 81 7612 . 1010.75 7815 . 1194 . 56 7993 . 1256 .33 8354 . 877.20 8750 . 1685 . 54 9088. 819.47 9343. 653 .85 230 .75 315 .37 295 .04 Culvert 2025.00 2025 .00 2025.00 282.64 2025 .00 300.97 2025.00 357.81 2025 .00 395.68 2025 .00 406 .48 2025 .00 364 .15 2025.00 286.37 2025.00 256.40 2025.00 291. 93 2025.00 366.72 2025 .00 281.14 2025.00 236.66 2025 .00 276.07 2025.00 406.38 2025.00 357.67 2025.00 328.51 2025.00 457.95 2025.00 459.58 2025.00 178.31 2025 .00 23 .28 440 .02 461.46 449 .95 375.19 Culvert 1352.00 1352.00 1352.00 1352 . 00 1352. 00 388 .18 1352 .00 379.06 1352.00 486 .81 1352.00 457.46 1352.00 314.43 1352. 00 270.00 1352. 00 262.01 1352. 00 218.28 0. 49 267 .60 0.23 267 .97 0.20 268 .70 0 .30 268 .93 0 .38 271.28 0 .43 271 . 50 0 .30 271. 81 0 .21 273.64 0 .24 273.37 0.48 273 .00 0 .32 275.00 0.28 275.00 0 .28 275.00 0 .40 275 .00 0.36 276 .50 0 .43 277.00 0 .20 277 .00 0.17 27 7 .00 0 .31 278 .00 0 .45 277 .00 0 .40 277 .50 0 .81 277 .50 1. 00 277 .68 0 .34 277 . 72 0.21 278 .00 0.15 279 .00 0 .13 279 .90 0.17 281 .00 0 .22 281. 00 0.20 281. 00 0.17 281 .00 0 .16 281 .00 0 .30 282.00 0.22 283 .00 0 .21 277.25 272 . 63 277 .35 273 .08 277 .32 277.52 279.25 280.02 280 .40 280.58 280.93 281. 51 281. 80 282 .19 282 .42 282.81 283 .12 283 .63 283 .70 283.78 284 .06 284 .11 283 .37 282.59 283 .79 283 .79 286.75 282 .45 287.13 281.58 287.26 287.31 287 .41 287 .51 287 .67 287 .78 287.93 288 .21 288 .67 288.92 S.F. LICK CREEK 289.20 0.002369 S.F. LICK CREEK 289.71 0 .006054 S .F . LICK CREEK 290.36 0.004631 S.F. LICK CREEK 2 91. 34 0.002883 S.F. LICK CREEK 292.03 0.011320 S.F. LICK CREEK 292.29 0 .000812 S.F. LICK CREEK 292.71 0 .011614 S.F. LICK CREEK 293 .58 0.003803 S.F. LICK CREEK 294.14 0.002915 S.F. LICK CREEK 294.39 0.001822 S.F. LICK CREEK 294.86 0.006043 S .F . LICK CREEK 296.44 0.008578 S .F . LICK CREEK 297.79 0 .004330 S.F . LICK CREEK 287 .96 0.000098 S .F . LICK CREEK 288.00 0.000339 S.F . LICK CREEK 288.15 0.001698 S.F . LICK CREEK 288.19 0.001615 S.F . LICK CREEK 288.50 0.008394 west field 3.91 west field 6.47 west field 6.21 west field 4.94 west field 10.34 west field 2 .58 westfield 9. 37 westf ield 5.70 westf ield 5.32 westf ield 3.97 west field 5.77 west field 5.52 west field 5.32 AlexBranch 0.77 AlexBranch 1.11 AlexBranch 2.27 AlexBranch 2.23 AlexBranch 4.31 9458. 509.34 9568. 304.12 9688. 358.90 10018. 583.74 10058. 254.96 10138. 645 .43 10208 . 241.62 10338. 462 .37 10518. 470 .83 10628. 516.48 10758. 317 .14 10978. 244 .82 11228 . 482.16 8277 . 433.04 8536. 272.60 8744. 128.83 8766. 130. 96 8845. 67.96 S.F. LICK CREEK AlexBranch 8867. 288.67 0.006532 3.86 76 .77 Lick Creek Main Fema X-sect 8750 205.00 0 .000017 0.63 30758 .19 Lick Creek Main Fema X-sect 10815 205.04 0.000040 0.94 24579.00 Lick Creek Main Fema X-sect 12880 205.11 0 .000066 1.43 17859 .37 Lick Creek Main Fema X-sect 13856 205.12 0.000050 0.59 18728 .19 Lick Creek Main Fema X-sect 13857 205.13 0.000024 1.02 13848.83 Lick Creek Main Fema X-sect 13880.5 Lick Creek Main Fema X-sect 13904 205.13 0 .000024 1.21 13841.42 Lick Creek Main Fema X-sect 13905 205.13 0 .000050 0.59 18754.11 Lick Creek Main Fema X-sect 14280 205 .14 0.000029 1.07 24631 .08 Lick Creek Main Fema X-sect 14780 205.16 0.000044 1.26 21506.61 Lick Creek Main Fema X-sect 15280 205.19 0.000069 1 .49 18581.71 Lick Creek Main Fema X-sect 15780 205.23 0 .000096 1.60 16394.63 Lick Creek Main Fema X-sect 16280 205.29 0.000158 1.68 14157.12 Lick Creek Main Fema X-sect 17930 205.59 0.000265 2 .00 12891.61 Lick Creek Main Fema X-sect 19580 206 .14 0.000507 2.44 10927 .96 Lick Creek Main Fema X-sect 20185 206.66 0.001731 4.57 6663 .52 Lick Creek Main Fema X-sect 207.77 0 .002071 4 .87 20790 6004.49 1352.00 171 .13 1352.00 119. 61 1352.00 119. 24 1352 .00 283.49 1352.00 122.46 1352 .00 197.03 1352 .00 105 .94 1352 .00 211.47 1352 . 00 181 .11 1352.00 168 .46 1352.00 146.53 1352.00 84 .34 1352.00 221.19 292.00 128 .81 292.00 104.80 292.00 53 .69 292.00 55.64 292.00 35.82 292.00 42 .04 12730 .00 2591 .30 12730 .00 2960 .00 12730 .00 2623 .88 12730 .00 2442 .06 12730.00 2439.63 Culvert 12730 .00 2439 .59 12730 .00 2441.13 12730 .00 3123 .28 12730 .00 3049.19 12730.00 2889.88 12730 .00 2656.94 12730 .00 2405 .63 12730 .00 2794 .31 12730 .00 3010 .70 12730 .00 2395 .85 12730.00 2254 .09 283.00 0 .33 284 .00 0.52 284.00 0.46 284.00 0.36 284.00 0.72 286.00 0.20 286.00 0.72 286 .00 0.41 286.00 0 .37 288 .00 0.29 288.00 0 .51 290.00 0.57 292.00 0.44 281.00 0 .07 281 .90 0 .11 283.00 0.25 283 .00 0.24 285.00 0.53 285.00 0 .47 182.30 0 .02 182.10 0.04 181. 90 0.06 185.40 0.02 185.40 0.04 186.30 0.08 185 .40 0.02 185 .00 0.04 186.10 0.06 187.10 0.07 188.10 0.08 189.20 0.08 192.20 0 .11 195.10 0.15 194.00 0.27 192.90 0.27 289 .03 289 .18 289 .95 291.12 290.87 292.20 291.70 293 .25 293.85 294 .21 294.41 295 .96 297 .53 287 .95 287 .98 288 .07 288 .11 288.21 288 .44 205.00 205 .03 205 .10 205.12 205 .11 205 .11 205 .12 205 .14 205 .15 205.18 205.22 205.27 205 .58 206 .12 206 .56 207 .64 290.87 192 .62 195.41 198 .43 195.41 206.37 Lick Creek Main 210 .23 0.001349 Lick Creek Main 212.38 0 .001510 Lick Creek Main 214 .48 0.001260 Lick Creek Main 215 .39 0 .001394 Lick Creek Main 216 .10 0.000713 Lick Creek Main 216.59 0.001627 Lick Creek Main 217.57 0 .002508 Lick Creek Main 218 .89 0 .002744 Lick Creek Main 220 .01 0 .001606 Lick Creek Main 220.92 0.001892 Lick Creek Main 222 .41 0 .003618 Lick Creek Main 224.06 0 .002362 Lick Creek Main 225.30 0 .002048 Lick Creek Main 226 .42 0 .001940 Lick Creek Main 227 .43 0 .001674 Lick Creek Main 227 .98 0 .000273 Lick Creek Main 228 .02 0.000326 Lick Creek Main 228 .08 0 .000389 Lick Creek Main 228.14 0.000475 Lick Creek Main 228.22 0.000577 Lick Creek Main 228.31 0 .000700 Lick Creek Main 228 .42 0 .000855 Lick Creek Main 228.56 0.001040 Lick Creek Main 228 .72 0 .001231 Lick Creek Main 228 .91 0.001542 Lick Creek Main 229.14 0.001819 Lick Creek Main 229.42 0 .002190 Lick Creek Main 229 .74 0.002553 Lick Creek Main 230.09 0.002611 Lick Creek Main 230 .44 0.002876 Lick Creek Main 230 .82 0.002969 Lick Creek Main 231.19 0 .003045 Lick Creek Main 231.57 0.003141 Lick Creek Main 231 .94 0.003116 Fema X-sect 4 .07 Fema x -sect 3 .99 Fema X-sect 3 .65 Fema X-sect 3.54 Fema X-sect 2.51 Fema X-sec t 3 . 71 Fema X-sect 4 .66 Fema X-sect 5 .14 Fema X-sect 4 .00 Fema X-sect 4 .41 Fema X-sect 6.18 Fema X-sect 5.12 Fema X-sect 4.71 Fema X-sect 4.26 Fema X-sect 4 .13 Fema X-sect 2.29 Fema X-sect 2.44 Fema X-sect 2 .59 Fema X-sect 2 .78 Fema X-sect 2.99 Fema X-sect 3 .20 Fema X-sect 3.43 Fema X-sect 3.68 Fema X-sect 3 .88 Fema X-sect 4 .22 Fema X-sect 4 .47 Fema X-sect 4 .77 Fema X-sect 5 .04 Fema X-sect 4.96 Fema X-sect 5 .09 Fema X-sect 5.06 Fema X-sect 4.99 Fema X-sect 4 .93 Fema X-sect 4.78 Lick Creek Main Fema X-sect 232 .31 0 .003122 4 .62 Lick Creek Main Fema X-sect 22640 7062 .88 24490 7467.44 26340 7882.73 27210 7813.24 28080 9979.92 28690 7241 .30 29300 5910.57 29910 5352 .08 30520 4891 .33 31130 4547.82 31744 2833 .31 32358 3030.22 32972 3174 .67 33586 3278.27 34200 3425.07 35280 6728 .20 35446 6410 .37 35612 6077.67 35778 5720.82 35944 5396.82 36110 5083.61 36276 4794.36 36442 4515.61 36608 4317 .41 36774 4042.82 36940 3885.82 37106 3721.26 37272 3590 .04 37438 3692 .45 37604 3676 .69 37770 3713 .41 37936 3773.07 38012 3890.09 38268 3918 .34 38434 3991.40 38600 12741 .00 2363 .45 12741.00 2330.12 12741.00 2306 .43 12741.00 2250 .02 12741 .00 2370 .69 1 2741.00 2032 .86 12741 .00 1741.66 12741. 00 1503.31 9161 .00 1347.49 9161.00 1209.39 9161 .00 851 .83 9161.00 579.60 9161.00 558 .24 9161.00 551. 66 9161.00 549.29 9161.00 951.37 9161.00 973 .88 9161.00 978.86 9161 .00 981. 57 9161.00 982 .75 9161.00 982 .01 9161.00 988 .13 9161 .00 987 .38 9161.00 988.15 9161.00 1005.29 9161 .00 1024.52 9161.00 1053 .83 9161.00 1077.55 9161.00 1115. 01 9161 .00 1165. 66 9161.00 11 76. 63 9161 .00 1206 .06 9161 .00 1289.66 9161. 00 1257.63 9161 .00 1281 .21 9161 .00 195.00 0.22 197.00 0 .22 199.10 0.20 200.00 0.20 200 .90 0 .14 202 .00 0 .21 203.00 0.26 204 .10 0 .27 205 .10 0 .21 206.20 0.23 207.10 0 .32 208 .10 0.26 209 .00 0.24 210.00 0 .23 210.90 0.21 207 .00 0 .10 207.70 0.10 208.40 0 .11 209.00 0 .12 209.70 0 .14 210 .40 0.15 211.10 0.16 211. 80 0 .18 212 .40 0.19 213 .10 0.22 213 .80 0 .23 214.50 0.25 215.20 0.27 215 .80 0.27 216 .50 0 .28 217 .20 0.29 217 .90 0 .29 218 .60 0.29 219.20 0.28 219 .90 0 .28 220 .60 210 .14 212.29 214 .40 215.32 216 .07 216 .53 217 .45 218.74 219.92 220 .83 222 .11 223 .86 225 .13 226 .28 227 .30 227 .93 227.96 228.01 228 .06 228.13 228 .21 228 .31 228.43 228 .58 228 .75 228.97 229 .22 229.52 229.89 230.24 230 .63 231. 02 231. 41 231.80 232 .18 232 .55 232.66 0.003146 Lick Creek Main 234.30 0.002564 Lick Creek Main 235.75 0.002428 Lick Creek Main 237.14 0.002287 Lick Creek Main 238.48 0.002242 Lick Creek Main 239.80 0.002201 Lick Creek Main 242.83 0.006326 Lick Creek Main 243.33 0.003808 Lick Creek Main 243.33 0.000740 Lick Creek Main Lick Creek Main 243.58 0.000691 Lick Creek Main 244.01 0.000108 Lick Creek Main 244.26 0.000947 Lick Creek Main 245.06 0.000666 Lick Creek Main 246.55 0.006454 Lick Creek Main 249.51 0.002108 Lick Creek Main 250.72 0.001110 Lick Creek Main 251.51 0.002241 Lick Creek Main 252.73 0.002877 Lick Creek Main 253.81 0.002242 Lick Creek Main 255.39 0.004138 Lick Creek Main 257.56 0.003899 Lick Creek Main 259.58 0.003488 Lick Creek Main 261.51 0.003488 Lick Creek Main 263.28 0.002927 Lick Creek Main 265.84 0.001789 Lick Creek Main 267.78 0.001669 Lick Creek Main 269.59 0.001555 Lick Creek Main 271.20 0.001351 4.48 Fema X-sect 4.34 Fema X-sect 4.39 Fema X-sect 4.40 Fema X-sect 4.44 Fema X-sect 4.45 Fema X-sect 8 .61 Fema X-sect 8.43 Fema X-sect 8.37 Fema X-sect Fema X-sect 8.17 Fema X-sect 1. 63 Fema X-sect 3 .41 Fema X-sect 2.89 Fema X-sect 8.52 Fema X-sect 5.53 Fema X-sect 3.92 Fema X-sect 4 .66 Fema X-sect 5.03 Fema X-sect 4.27 Fema X-sect 5.83 Fema X-sect 5.92 Fema X-sect 5.78 Fema X-sect 5.87 Fema X-sect 5.44 Fema X-sect 4.45 Fema X-sect 4.30 Fema X-sect 4.14 Fema X-sect 3.81 ERRORS WARNINGS AND NOTES 4058.20 39222 4412.61 39844 4606.05 40466 4812.62 41088 5043 .98 41710 5345.18 42440 1064.46 42539 1087.01 42540 1094.75 42583 42584 1121. 21 42680 8886.83 43850 5070.79 45020 3461.23 45980 1046.38 46940 1908.19 47900 2995.67 48510 2376.73 49120 2192.92 49730 2956.32 50464 2216.73 51198 2228.31 51932 2173.40 52666 2110.08 53400 1993 .23 54700 2741.37 56000 2875. 72 57300 2913.04 58600 2808.50 1308.58 1412.60 1539.62 1678 .55 1885.62 2185.76 1386 .11 125.48 125.82 131.96 1684.42 1211.42 1030.94 323.21 481.23 691. 78 643.93 9161.00 9161.00 9161. 00 9161. 00 9161. 00 9161.00 9161.00 9161.00 Bridge 9161. 00 9161.00 9161.00 5324.00 5324.00 5324.00 5324.00 5324.00 5324 .00 630.66 5324.00 1041.43 5324.00 881.10 5324.00 855.18 4905.00 892.00 4905.00 839.22 4905.00 797.36 4905.00 939.08 4905.00 1003.60 4905.00 949.85 4905.00 1005.91 Errors Warnings and Notes for Plan : Lick Cr 2000 RS: 67300 0.28 221.70 0.26 222.90 0.25 224 .00 0 .25 225.20 0.25 226.30 0.25 228.00 0.53 229.20 0.50 229.20 0.50 229.20 0.48 228.00 0.09 229.80 0.19 231. 60 0.16 233.70 0.51 235.90 0.31 238.00 0.22 239.60 0.27 241.10 0.29 242.70 0.25 244 .10 0.34 245 .50 0.33 246.80 0.32 248.20 0.31 249.60 0 .29 251.70 0.23 253.70 0.22 255.80 0.22 257.90 0.20 Profile: PF 1 234.20 235.65 237.03 238.37 239.70 241.68 238.85 242.22 238.50 242.24 238.57 242.54 238.56 243.99 244.18 245.01 245.84 249.26 250.63 251.37 252.57 253.72 255.21 257.37 259.38 261.30 263.09 265.73 267.68 269.50 271.12 River: N.F. Lick Creek Reach: N.F. Main Warning:The conveyance ratio (upstream than 0.7 or greater than 1.4. conveyance divided by downstream conveyance) is less This may indicate the need for River: N.F. Lick Creek Reach: N.F. Main additional cross sections. RS: 67060 Profile: PF 1 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. RS : 67050 Profile: PF 1 River: N.F. Lick Creek Reach: N.F. Main Warning:The parabolic search method try the cross section failed to converge on critical depth . The program will slice/secant method to find River: N.F. Li ck Creek Reach: N.F. Main critical depth. RS : 66980 Profile: PF 1 Warning:Multiple water surfaces were found that could balance the energy equation. The program selected the water surface whose main channel velocity head was the closest to the previously computed cross section. River: N.F. Lick Creek Reach: N.F. Main Warning :The conveyance ratio (upstream than 0 .7 or greater than 1 .4 . This may indicate the need for River: N.F. Lick Creek Reach: N.F. Main Warning:The conveyance ratio (upstream than 0 .7 or greater than 1 .4 . This may indicate the need for River: N.F. Lick Creek Reach : N.F . Main Warning:The conveyance ratio (upstream than 0 .7 or greater ·than 1.4 . This may indicate the need for River: N.F. Lick Creek Reach : N.F. Main Warning:The conveyance ratio (upstream than 0 .7 or greater than 1.4. This may indicate the need for River: N.F. Lick Creek Reach: N.F. Main Warning:The conveyance ratio (upstream than 0 .7 or greater than 1.4. This may indicate the need for River: N.F. Lick Creek Reach: N.F. Main Warning:The conveyance ratio (upstream than 0 .7 or greater than 1 .4 . This may indicate the need for River: N.F. Lick Creek Reach : N.F. Main Warning :The conveyance ratio (upstream than 0 .7 or greater than 1.4 . This may indicate the need for River: N.F. Lick Creek Reach: N.F. Main Warning:The conveyance ratio (upstream than 0.7 or greater than 1.4 . This may indicate the need for River: N.F. Lick Creek Reach: N.F. Main Warning:The conveyance ratio (upstream than 0 .7 or greater than 1.4. This may indicate the need for Riv er: N.F. Lick Creek Reach: N.F. Main RS: 66300 Profile: PF 1 conveyance divided by downstream conv eyance) is less additional cross sections. RS : 66216 Profile: PF 1 conveyance divided by downstream conveyance) is less additional cross sections. RS : 66215 Profile: PF 1 conveyance divided by downstream conveyance) is less additional cross sections . RS: 66150 Profile: PF 1 conveyance divided by downstream conveyance) is less additional cross sections. RS: 66090 Profile: PF 1 conveyance divided by downstream conveyance) is less additional cross sections . RS: 66000 Profile: PF 1 conveyance divided by downstream conv eyance) is less additional cross sections. RS : 65970 Profile: PF 1 conveyance divided by downstream conv eyance) is less additional cross sections. RS: 65969 Profile: PF 1 conveyance divided by downstream conveyance) is less additional cross sections. RS: 65700 Profile: PF 1 conveyance divided by downstream conveyance) is less additional cross sections. RS: 64800 Profile: PF 1 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. River: N.F. Lick Creek Reach: N.F. Main RS : 63920 Profile: PF 1 Warning :The velocity head has changed by more than 0.5 ft (0 .15 m). This may indicate the need for additional cross sections. River: N.F. Lick Creek Reach: N.F. Main RS: 63770 Profile: PF 1 Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need ~or 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. River : N.F. Lick Creek Reach: N.F. Main RS: 63470 Profile : PF 1 Warning :The energy equation could not be balanced within the specified number of iterations . The program selected the water surface that had the least amount of error between computed and assumed values . 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. River : N.F . Lick Creek Reach : N.F. Main RS: 63220 Profile: PF 1 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. River : N.F. Lick Creek Reach: N.F. Main RS : 62720 Profile: PF 1 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. River: N.F . Lick Creek Reach: N.F. Main RS : 61960 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream c onveyance ) 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 sec tion. This may indicate the need for additional cross sections. River : N.F . Lick Creek Reach : N.F. Main RS : 59900 Profile: PF 1 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 . River: S .F. LICK CREEK Reach : AlexBranch RS: 8845. Profile : PF 1 Warning:The conveyance ratio (upstream than 0.7 or greater than 1.4. This may indicate the need for River : S .F . LICK CREEK Reach : AlexBranch Warning:The conveyance ratio (upstream than 0 .7 or greater than 1 .4 . This may indicate the need for River: S.F . LICK CREEK Reach : AlexBranch Warni ng:The conveyance ratio (upstream than 0.7 or greater than 1.4. This may indicate the need for River: S .F. LICK CREEK Reach: AlexBranch Warning:The conveyance ratio (upstream than 0.7 or greater than 1.4 . This may indicate the need for River: S .F . LICK CREEK Reach: westfield conveyance additional RS: 8744. conveyance additional RS: 8536 . conveyance additional RS : 8277. conveyance additional RS: 11228. divided by downstream cross sections. Profile: PF 1 divided by downstream cross sections. Profile: PF 1 divided by downstream cross sections . Profile : PF 1 div ided by downstream cross sections . Profile: PF 1 conveyance) is less conveyance) is less conveyance) is less conveyance) is less 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. River: S .F. LICK CREEK Reach: westfield RS : 10978. Profile: PF 1 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. River: S.F. LICK CREEK Reach: westfield RS: 10758. Profile: PF 1 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. River: S.F. LICK CREEK Reach: westfield RS: 10338 . Profile: PF 1 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 . River: S .F. LICK CREEK Reach: westfield RS: 10208 . Profile: PF 1 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 . River: S .F. LICK CREEK Reach: westfield RS : 10138 . Profile: PF 1 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 than 0 .7 or greater than 1 .4 . This may indicat e the need for River : S.F. LICK CREEK Reach: westfield conveyanc e divided by downstream conveyance} is less additional cross sections . RS: 10058. Profile: PF 1 Warning:The energy equation could not be balanced within the specified number of iterations. The program selected the water surface that had the least amount of error between computed and assumed values . Warning :The velocity head has changed by more than 0 .5 ft (0 .15 m). This may indicate the need for addit ional cross sections. Warning :The conveyance rati o (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: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 subcriti cal answer. The program defaulted to critical River: S.F. LICK CREEK Reach : westfield Warning :The conveyance ratio (upstream than 0.7 or g r eater than 1 .4 . This may indicate the need for River: S.F. LICK CREEK Reach: westfield Warning:The conveyance ratio (upstream than 0.7 or gr eater than 1.4. This may indicate the need for River: S.F. LICK CREEK Reach: westfield Warning:The conveyance ratio (upstream than 0.7 or g r eater than 1 .4 . This may indicate the need for River: S .F. LI CK CREEK Reach: S.F . Main Warning:The conveyance ratio (upstream than 0.7 or greater than 1 .4 . This may indicate the need for River: S.F. LI CK CREEK Reach: S.F. Main Warning:The conveyance ratio (upstream than 0.7 or greater than 1 .4 . This may indicate the need for River: S .F. LI CK CREEK Reach: S .F. Main Warning:The conveyance ratio (upstream than 0.7 or greater than 1.4. This may indicate the need for River : S.F. LI CK CREEK Reach: S.F. Main depth . RS: 9568. conveyance additional RS: 9458. conveyance additional RS : 8750 . conveyance additional RS: 7435 . conveyance additional RS : 6825. conveyance additional RS: 6784 . conveyance additional RS: 6698 . Profile: PF 1 divided by downstream conveyance) is less cross sections . Profile: PF 1 divided by downstream conveyance) is less cross sections . Profile: PF 1 divided by downstream conveyance) is less cross sections. Profile: PF 1 divided by downstream conveyance} is less cross sections. Profile: PF 1 divided by downstream conveyance) is less cross sections . Profile: PF 1 divided by downstream conveyance} is less cross sections. Profile: PF 1 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 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. River: S.F . LICK CREEK Reach: S.F. Main RS: 6675 . Profile : PF 1 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 than 0 .7 or greater than 1 .4 . This may indicate the need for River: S.F. LICK CREEK Reach: S.F. Main Warning:The conveyance ratio (upstream than 0.7 or greater than 1 .4 . This may indicate the need for River: S.F . LICK CREEK Reach: S.F. Main Warning:The conveyance ratio (upstream conveyance additional RS : 6423 . conveyance additional RS: 6175 . conveyance divided by downstream conveyance} is less cross sec tions. Profile : PF 1 divided by downstream conveyance) is less cross sections . Profile: PF 1 divided by downstream conveyance) is less than 0.7 or greater than 1 .4 . This may indicate the need for River: S .F. LICK CREEK Reach: S.F. Main Warning:The conveyance ratio {upstream t han 0.7 or greater than 1 .4 . This may indicate the need for River: S.F. LICK CREEK Reach: S.F. Main Warning:The conveyance ratio (upstream than 0 .7 or greater than 1.4. This may indicate the need for River: S.F. LICK CREEK Reach: S .F. Main Warning:The conveyance ratio {upstream than 0.7 or greater than 1 .4 . This may indicate the need for River : S .F . LICK CREEK Reach: S.F. Main additional RS : 5200. conveyance additional RS: 5050. conveyance additional RS: 4810 . conveyance additional RS : 4310. cross sections. Profile: PF 1 divided by downstream conveyance) is less cross sections. Profile: PF 1 divided by downstream conveyance) is less cross sections. Profile: PF 1 divided by downstream conveyance) is less cross sections. Profile: PF 1 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. River: S .F. LICK CREEK Reach: S.F. Main RS : 3665 . Profile: PF 1 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. River : S.F. LICK CREEK Reach: S.F. Main RS: 3538 . Profile: PF 1 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 than 0 .7 or greater than 1 .4 . This may indicate the need for River: S .F. LICK CREEK Reach: S.F. Main Warning:The conveyance ratio {upstream than 0.7 or greater than 1.4. This may indicate the need for River: S .F. LICK CREEK Reach: S.F. Main Warning:The conveyance ratio {upstream than 0.7 or greater than 1 .4 . This may indicate the need for River: S .F. LICK CREEK Reach: S.F. Main Warning:The conveyance ratio {upstream than 0.7 or greater than 1.4. This may indicate the need for River: S.F . LICK CREEK Reach: S.F. Main Warning:The conveyance ratio {upstream than 0.7 or greater than 1.4. This may indicate the need for River : S .F. LICK CREEK Reach: S.F. Main conveyance additional RS: 3520. conveyance additional RS: 2880. conveyance additional RS : 2560 . conveyance additional RS : 2210. conveyance additional RS: 1060 divided by downstream conveyance) is less cross sections. Profile: PF 1 divided by downstream conveyance) is less cross sections. Profile: PF 1 divided by downstream conveyance) is less cross sections. Profile: PF 1 divided by downstream conveyance) is less cross sections. Profile: PF l " divided by downstream conveyance) is less cross sections . Profile: PF 1 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. River: Lick Creek Main Reach: Fema X-sect RS: 58600 Warning:The energy loss was greater than 1 .0 ft (0.3 cross section. This may indicate the need for additional cross sections. River: Lick Creek Main Reach: Fema X-sect RS: 57300 Warning:The energy loss was greater than 1 .0 ft (0.3 cross section. This may indicate the need for additional cross sections. River: Lick Creek Main Reach: Fema X-sect RS : 56000 Warning:The energy loss was greater than 1.0 ft (0 .3 cross section. This may indicate the need for additional cross sections . River: Lick Creek Main Reach: Fema X-sect RS: 54700 Warning:The energy loss was greater than 1 .0 ft (0.3 cross section. This may indicate the need for additional cross sections. River: Lick Creek Main Reach: Fema X-sect RS: 53400 Warning:The energy loss was greater than 1.0 ft (0.3 cross section . This may indicate the need for additional cross sections. Profile: m). between Profile : m). between Profile : m). between Profile: m). between Profile: m). between PF 1 the current and previous PF 1 the current and previous PF 1 the current and previous PF 1 the current and previous PF 1 the current and previous River: Lick Creek Main Reach: Fema X-sect RS: 52666 Profile: PF 1 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. River: Lick Creek Main Reach: Fema X-sect RS: 51932 Profile: PF 1 Warning:Divided flow computed for this cross-section. Warning:The energy loss was greater than 1.0 ft (0.3 m). between cross section. This may indicate the need for additional cross sections. River: Lick Creek Main Reach: Fema X-sect RS : 51198 Profile: Warning:Divided flow computed for this cross-section. Warning:The energy loss was greater than 1.0 ft (0.3 m). between cross section. This may indicate the need for additional cross sections. River: Lick Creek Main Reach: Fema X-sect RS: 50464 Profile: Warning:Divided flow computed for this cross-section. Warning:The energy loss was greater than 1 .0 ft (0.3 m). between cross section. This may indicate the need for additional cross sections. River: Lick Creek Main Reach: Fema X-sect RS: 49730 Profile: Warning:The energy loss was greater than 1.0 ft (0.3 m). between cross section. This may indicate the need for additional cross sections. the PF 1 the PF 1 the PF 1 the River: Lick Creek Main Reach : Fema X-sect RS: 49120 Profile: PF 1 current and previous current and previous current and previous current and previous 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. River : Lick Creek Main Reach: Fema X-sect RS: 47900 Profile: PF 1 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. River : Lick Creek Main Reach: Fema X-sect RS: 46940 Profile: PF 1 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. River: Lick Creek Main Reach : Fema X-sect RS: 45980 Profile: PF 1 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 . River : Lick Creek Main Reach: Fema X-sect RS: 45020 Profile: PF 1 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. River: Lick Creek Main Reach : Fema X-sect RS: 43850 Profile: PF 1 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. River: Lick Creek Main Reach: Fema X-sect RS: 42680 Profile: PF 1 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 than 0.7 or greater than 1.4. This may indicate the need for River: Lick Creek Main Reach: Fema X-sect conveyance divided by downstream conveyance) is less additional cross sections. RS: 42584 Profile : PF 1 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. River : Lick Creek Main Reach: Fema X-sect RS : 42583 Profile: PF 1 Note: Yarnell answer is not valid if the water surface is above the low chord or if there is weir flow. The Yarnell answer has been disregarded. River: Lick Creek Main Reach : Fema X-sect RS : 42540 Profile: PF 1 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 . River: Lick Creek Main Reach: Fema X-sect RS : 42440 Profile : PF 1 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 . River : Lick Creek Main Reach: Fema X-sect RS : 41710 Warning:The energy loss was greater than 1.0 ft (0 .3 cross sec tion. This may indicate the need for additional cross sections . River: Lick Creek Main Reach: Fema X-sect RS : 41088 Warning:The energy loss was greater than 1.0 ft (0.3 cross section. This may indicate the need for additional cross sections . River: Lick Creek Main Reach: Fema X-sect RS: 40466 Warning:The energy loss was greater than 1.0 ft (0 .3 cross section. This may indicate the need for additional cross sections. River: Lick Creek Main Reach : Fema X-sect RS: 39844 Warning:The energy loss was greater than 1.0 ft (0.3 cross section. This may indicate the need for additional cross sections . River: Lick Creek Main Reach: Fema X-sect RS: 39222 Warning:The energy loss was greater than 1.0 ft (0.3 cross section. This may indicate the need for additional cross sections . River: Lick Creek Main Reach: Fema X-sect RS: 35280 Profile: m). between Profile: m). between Profile: m). between Profile: m). between Profile: m). between Profile: PF 1 the current and previous PF 1 the current and previous PF 1 the current and previous PF 1 the current and previous PF 1 the current and previous PF 1 Warning:The conveyance ratio (upstream than 0 .7 or ·greater than 1.4. conveyance divided by downstream conveyance) is less This may indicate the need for River: Lick Creek Main Reach: Fema X-sect additional cross sections. RS : 34200 Profile: PF 1 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. River: Lick Creek Main Reach: Fema X-sect RS: 33586 Warning:The energy loss was greater than 1.0 ft (0.3 cross section. This may indicate the need for additional cross sections . River: Lick Creek Main Reach: Fema X-sect RS : 32972 Warning:The energy loss was greater than 1.0 ft (0.3 cross section. This may indicate the need for additional cross sections . River: Lick Creek Main Reach: Fema X-sect RS: 32358 Warning:The energy loss was greater than 1.0 ft (0.3 cross section. This may indicate the need for additional cross sections . River: Lick Creek Main Reach: Fema X-sect RS : 31744 Warning:Divided flow computed for this cross-section. Profile: m). between Profile : m). between Profile : m). between Profile : PF 1 the current and previous PF 1 the current and previous PF 1 the current and previous PF 1 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. River: Lick Creek Main Reach: Fema X-sect RS : 30520 Profile: PF 1 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. River: Lick Creek Main Reach: Fema X-sect RS : 29910 Profile : PF 1 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. River: Lick Creek Main Reach: Fema X-sect RS: 28690 Profile : PF 1 Warning:The conveyance ratio (upstream than 0 .7 or greater than 1 .4. This may indicate the need for River: Lick Creek Main Reach: Fema X-sect conveyance div ided by downstream conveyance) additional cross sections . RS : 26340 Profile : PF 1 is less 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 . River: Lick Creek Main Reach : Fema X-sect RS : 24490 Warning:The energy loss was greater than 1 .0 ft (0 .3 cross section. This may indicate the need for additional cross sections . River: Lick Creek Main Reach : Fema X-sect RS: 22640 Warning:The energy loss was greater than 1.0 ft (0 .3 cross section. This may indicate the need for additional cross sections. River: Lick Creek Main Reach : Fema X-sect RS : 20790 Warning :The energy loss was greater than 1 .0 ft (0.3 cross section. This may indicate the need for additional cross sections. River: Lick Creek Main Reach: Fema X-sect RS : 20185 Profile : m). between Profile : m). between Profile: m). between Profile: PF 1 the current and previous PF 1 the current and previous PF 1 the current and previous PF 1 Warning:The conveyance ratio (upstream than 0.7 or greater than 1.4 . conveyance divided by downstream conveyance) is less This may indicate the need for River: Lick Creek Main Reach: Fema X-sect additional cross secti ons . RS : 13905 Profile: PF 1 Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater t han 1.4 . This may indicate the need for additional cross sections. Warning :The parabolic search method failed to converge on critical depth. The program will try the cross section slice/secant method to find critical depth. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used . River: Lick Creek Main Reach: Fema X-sect RS : 13880.5 Profile: PF 1 Warning:During subcritical analysis, while trying to calculate culvert and weir flow, the program could not get a balanc e of energy within the specified t olerance and number of trials. The program used the solution with the minimum error. Warning:The weir over culvert is submerged. River: Lick Creek Main Reach: Fema X-sect RS : 13857 Profile: PF 1 Warning :The conveyance ratio (upstream than 0.7 or greater than 1.4 . This may indicate the need for River: Lick Creek Main Reach: Fema X-sect conveyance divided by downstream conveyance) is less additional cross sections . RS : 13856 Profile: PF 1 Warning :The parabolic search method fai led to converge on critical depth. The program will try the cross section slice/secant method to find critical depth. River: Lick Creek Main Reach: Fema X-sect RS : 12880 Profile: PF 1 Warning :The cross-section end points had to be extended vertically for the computed water surface. River: Lick Creek Main Reach: Fema X-sect RS: 10815 Profi le: PF 1 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 . Thi s may indicate the need for additional cross sections. 12730.00 12730.00 Culvert 12730.00 12730.00 12730.00 12730.00 12730.00 12730.00 12730.00 12730.00 12730.00 12730.00 12730.00 12741.00 12741.00 12741.00 12741.00 12741.00 12741.00 12741.00 12741.00 9161.00 9161.00 9161.00 9161.00 9161.00 9161.00 9161.00 9161.00 9161.00 9161.00 9161.00 9161.00 9161.00 9161.00 9161.00 9161.00 9161.00 9161.00 9161.00 9161.00 9161.00 9161.00 9161.00 9161.00 9161.00 9161.00 9161.00 9161.00 9161.00 9161.00 9161.00 9161.00 9161.00 9161.00 9161.00 9161.00 Bridge 9161.00 9161.00 9161.00 5324.00 5324.00 5324.00 5324.00 5324.00 5324.00 5324.00 5324.00 5324.00 185.40 185.40 186.30 185.40 185.00 186.10 187.10 188.10 189.20 192.20 195.10 194.00 192.90 195.00 197.00 199.10 200.00 200.90 202.00 203.00 204.10 205.10 206.20 207.10 208.10 209.00 210.00 210.90 207.00 207.70 208.40 209.00 209.70 210.40 211.10 211.80 212.40 213.10 213.80 214.50 215.20 215.80 216.50 217.20 217.90 218.60 219.20 219.90 220.60 221.70 222.90 224.00 225.20 226.30 228.00 229.20 229.20 229.20 228.00 229.80 231.60 233.70 235.90 238.00 239.60 241.10 242.70 244.10 245.50 205.12 205.11 205.11 205.12 205.14 205.15 205.18 205.22 205.27 205.58 206.12 206.56 207.64 210.14 212.29 214.40 215.32 216.07 216.53 217.45 218.74 219.92 220.83 222.11 223.86 225.13 226.28 227.30 227.93 227.96 228.01 228.06 228.13 228.21 228.31 228.43 228.58 228.75 228.97 229.22 229.52 229.89 230.24 230.63 231 .02 231.41 231.80 232.18 232.55 234.20 235.65 237.03 238.37 239.70 241 .68 242.22 242.24 242.54 243.99 244.18 245.01 245.84 249.26 250.63 251 .37 252.57 253.72 255.21 257.37 195.41 198.43 195.41 206.37 238.85 238.50 238.57 238.56 205.12 205.13 205.13 205.13 205.14 205.16 205.19 205.23 205.29 205.59 206.14 206.66 207.77 210.23 212.38 214.48 215.39 216.10 216.59 217.57 218.89 220.01 220.92 222.41 224.06 225.30 226.42 227.43 227.98 228.02 228.08 228.14 228.22 228.31 228.42 228.56 228.72 228.91 229.14 229.42 229.74 230.09 230.44 230.82 231.19 231.57 231.94 232.31 232.66 234.30 235.75 237.14 238.48 239.80 242.83 243.33 243.33 243.58 244.01 244.26 245.06 246.55 249.51 250.72 251.51 252.73 253.81 255.39 257.56 0.000050 0.000024 0.000024 0.000050 0.000029 0.000044 0.000069 0.000096 0.000158 0.000265 0.000507 0.001731 0.002071 0.001349 0.001510 0.001260 0.001394 0.000713 0.001627 0.002508 0.002744 0.001606 0.001892 0.003618 0.002362 0.002048 0.001940 0.001674 0.000273 0.000326 0.000389 0.000475 0.000577 0.000700 0.000855 0.001040 0.001231 0.001542 0.001819 0.002190 0.002553 0.002611 0.002876 0.002969 0.003045 0.003141 0.003116 0.003122 0.003146 0.002564 0.002428 0.002287 0.002242 0.002201 0.006326 0.003808 0.000740 0.000691 0.000108 0.000947 0.000666 0.006454 0.002108 0.001110 0.002241 0.002877 0.002242 0.004138 0.003899 0.59 1.02 1.21 0.59 1.07 1.26 1.49 1.60 1.68 2.00 2.44 4.57 4.87 4.07 3.99 3.65 3.54 2.51 3.71 4.66 5.14 4.00 4.41 6.18 5.12 4.71 4.26 4.13 2.29 2.44 2.59 2.78 2.99 3.20 3.43 3.68 3.88 4.22 4.47 4.77 5.04 4.96 5.09 5.06 4.99 4.93 4.78 4.62 4.48 4.34 4.39 4.40 4.44 4.45 8.61 8.43 8.37 8.17 1.63 3.41 2.89 8.52 5.53 3.92 4.66 5.03 4.27 5.83 5.92 18728.19 13848.83 13841.42 18754.11 24631.08 21506.61 18581.71 16394.63 14157.12 12891.61 10927.96 6663.52 6004.49 7062.88 7467.44 7882.73 7813.24 9979.92 7241.30 5910.57 5352.08 4891.33 4547.82 2833.31 3030.22 3174.67 3278.27 3425.07 6728.20 6410.37 6077.67 5720.82 5396.82 5083.61 4794.36 4515.61 4317.41 4042.82 3885.82 3721.26 3590.04 3692.45 3676.69 3713.41 3773.07 3890.09 3918.34 3991.40 4058.20 4412.61 4606.05 4812.62 5043.98 5345.18 1064.46 1087.01 1094.75 1121.21 8886.83 5070.79 3461.23 1046.38 1908.19 2995.67 2376.73 2192.92 2956.32 2216.73 2228.31 2623.88 2442.06 2439.63 2439.59 2441.13 3123.28 3049.19 2889.88 2656.94 2405.63 2794.31 3010.70 2395.85 2254.09 2363.45 2330.12 2306.43 2250.02 2370.69 2032.86 1741.66 1503.31 1347.49 1209.39 851.83 579.60 558.24 551.66 549.29 951.37 973.88 978.86 981.57 982.75 982.01 988.13 987.38 988.15 1005.29 1024.52 1053.83 1077.55 1115.01 1165.66 1176.63 1206.06 1289.66 1257.63 1281.21 1308.58 1412.60 1539.62 1678.55 1885.62 2185.76 1386.11 125.48 125.82 131.96 1684.42 1211.42 1030.94 323.21 481.23 691.78 643.93 630.66 1041.43 881.10 855.18 0.02 0.04 0.08 0.02 0.04 0.06 0.07 0.08 0.08 0.11 0.15 0.27 0.27 0.22 0.22 0.20 0.20 0.14 0.21 0.26 0.27 0.21 0.23 0.32 0.26 0.24 0.23 0.21 0.10 0.10 0.11 0.12 0.14 0.15 0.16 0.18 0.19 0.22 0.23 0.25 0.27 0.27 0.28 0.29 0.29 0.29 0.28 0.28 0.28 0.26 0.25 0.25 0.25 0.25 0.53 0.50 0.50 0.48 0.09 0.19 0.16 0.51 0.31 0.22 0.27 0.29 0.25 0.34 0.33 ----·--------- Fmude#Chl 0.32 4905.00 248.20 261.30 0.31 4905.00 249.60 263.09 263.28 0.002927 5.44 1993.23 797.36 0.29 4905.00 251 .70 265.73 265.84 0.001789 4.45 2741.37 939.08 0.23 4905.00 253.70 267.68 267.78 0.001669 4.30 2875.72 1003.60 0.22 4905.00 255.80 269.50 269.59 0.001555 4.14 2913.04 949.85 0.22 4905.00 257.90 271.12 271.20 0.001351 3.81 2808.50 1005.91 0.20 2301.00 2301.00 2301.00 2301.00 2301.00 2301.00 Culvert 1980.00 1980.00 1980.00 1980.00 1980.00 1980.00 1980.00 1980.00 1980.00 1980.00 1980.00 1980.00 Culvert 1980.00 1980.00 1980.00 1980.00 1980.00 1980.00 1980.00 1980.00 1980.00 1980.00 1980.00 1980.00 Culvert 1980.00 1980.00 1980.00 1980.00 1980.00 1980.00 1980.00 1980.00 268.50 268.50 272.40 272.80 273.20 273.30 273.40 274.85 276.00 276.90 277.60 278.20 278.90 279.50 280.00 280.10 280.10 280.13 280.20 280.50 280.60 280.80 281.00 281.40 281.40 282.00 282.50 282.50 283.00 282.50 280.34 280.70 282.50 282.50 283.80 285.00 287.00 288.50 288.80 276.68 276.60 278.62 280.32 282.27 282.45 282.30 284.58 284.90 285.26 285.92 286.81 287.41 287.97 288.31 288.60 288.59 288.59 288.43 288.92 289.15 289.10 289.06 289.19 289.23 289.40 290.01 290.81 290.99 291.17 291.21 292.02 292.01 292.03 292.24 292.99 293.60 294.20 294.66 280.32 278.58 278.93 283.52 283.52 283.56 284.45 284.73 284.25 284.94 289.60 290.20 276.75 276.79 278.81 281 .04 282.38 282.62 283.03 284.87 285.01 285.48 286.32 286.98 287.70 288.13 288.63 288.71 288.72 288.72 288.89 289.28 289.34 289.39 289.42 289.44 289.45 289.59 290.23 291.00 291.16 291.28 291.30 292.07 292.09 292.10 292.42 293.14 293.75 294.30 294.75 0.002946 0.003980 0.004114 0.015563 0.002099 0.002595 0.002245 0.000774 0.000958 0.002453 0.004396 0.002384 0.003156 0.001516 0.001880 0.000391 0.000109 0.000065 0.000250 0.000200 0.000084 0.000119 0.000347 0.000166 0.001165 0.002664 0.002413 0.002944 0.002926 0.001912 0.000991 0.000326 0.001027 0.001068 0.002323 0.002376 0.002015 0.001449 0.001179 3.53 4.86 4.57 9.23 3.94 4.69 6.85 4.30 4.01 5.21 6.02 4.61 5.57 3.61 5.42 2.89 3.06 3.25 5.64 5.15 3.66 4.41 4.86 4.15 3.89 4.01 4.12 5.57 5.53 4.11 3.34 2.17 3.34 3.33 5.35 5.01 4.04 2.98 2.81 895.08 1227.35 1003.03 776.75 525.17 1152.80 966.74 336.09 460.80 1166.93 776.31 580.71 878.03 746.00 788.26 802.14 1142.58 1137.34 1059.69 615.31 782.77 872.77 647.46 488.12 638.15 649.35 703.89 658.64 845.20 832.27 990.00 1285.73 1860.40 1434.53 1439.07 848.63 888.47 878.90 974.08 1101.84 479.53 574.44 598.20 271.57 361.99 504.69 398.99 382.23 413.57 478.33 298.00 263.41 364.56 357.41 238.73 428.85 542.12 538.34 541.15 477.40 466.08 289.02 193.27 167.28 236.20 239.89 298.60 390.61 342.94 307.82 368.06 621.15 808.12 803.87 809.00 291.33 329.06 332.76 336.32 424.07 0.37 0.26 0.34 0.34 0.66 0.26 0.32 0.42 0.25 0.27 0.35 0.42 0.31 0.36 0.25 0.38 0.18 0.19 0.20 0.35 0.31 0.23 0.28 0.36 0.32 0.29 0.32 0.31 0.36 0.36 0.28 0.20 0.12 0.21 0.21 0.33 0.32 0.29 0.24 0.22 Chi 0.19 0.19 266.35 380.14 32.00 0.31 2025.00 260.94 273.89 265.93 274.26 0.000132 4.89 414.42 32.00 0.24 2025.00 263.78 274.30 274.37 0.000739 3.18 1574.30 552.03 0.19 2025.00 264.95 274.67 274.78 0.001991 4.56 1098.75 413.25 0.27 2025.00 265.63 275.26 275.59 0.002562 5.41 693.67 275.26 0.34 2025.00 266.68 275.96 276.06 0.001817 4.29 1051.10 339.87 0.27 2025.00 267.03 276.02 276.15 0.001185 3.51 995.65 311 .39 0.24 2025.00 267.36 275.96 276.26 0.000272 5.65 686.08 218.98 0.34 2025.00 267.48 275.64 272.51 276.60 0.000852 7.88 256.94 230.75 0.49 Culvert 2025.00 267.60 277.25 272.63 277.41 0.000174 3.99 919.58 315.37 0.23 2025.00 267.97 277.35 273.08 277.43 0.000091 3.50 1193.27 295.04 0.20 2025.00 268.70 277.32 277.47 0.002401 4.90 892.19 282.64 0.30 2025.00 268.93 277.52 277.80 0.003021 5.75 768.44 300.97 0.38 2025.00 271.28 279.25 279.43 0.004316 6.09 836.87 357.81 0.43 2025.00 271.50 280.02 280.14 0.002382 4.67 1026.12 395.68 0.30 2025.00 271.81 280.40 280.45 0.001007 3.23 1351.02 406.48 0.21 2025.00 273.64 280.58 280.70 0.001181 3.29 1033.21 364.15 0.24 2025.00 273.37 280.93 281 .19 0.007249 7.05 657.16 286.37 0.48 2025.00 273.00 281.51 281 .71 0.002132 4.38 761.81 256.40 0.32 2025.00 275.00 281.80 281.91 0.001700 3.35 934.01 291.93 0.28 2025.00 275.00 282.19 282.30 0.001687 3.91 1026.85 366.72 0.28 2025.00 275.00 282.42 282.78 0.003171 5.66 656.09 281.14 0.40 2025.00 275.00 282.81 283.10 0.002535 5.30 703.64 236.66 0.36 2025.00 276.50 283.12 283.51 0.003920 5.36 554.74 276.07 0.43 2025.00 277.00 283.63 283.71 0.000778 2.77 1181.74 406.38 0.20 2025.00 277.00 283.70 283.78 0.000621 2.33 1069.52 357.67 0.17 2025.00 277.00 283.78 283.97 0.002088 4.06 804.72 328.51 0.31 2025.00 278.00 284.06 284.35 0.001612 5.47 956.29 457.95 0.45 2025.00 277.00 284.11 284.38 0.001231 5.13 1005.74 459.58 0.40 2025.00 277.50 283.37 282.59 285.28 0.003380 11.09 182.60 178.31 0.81 2025.00 277.50 283.79 283.79 286.87 0.002686 14.09 143.69 23.28 1.00 Culvert 1352.00 277.68 286.75 282.45 287.22 0.000293 5.76 639.85 440.02 0.34 1352.00 277.72 287.13 281.58 287.31 0.000065 3.71 1258.28 461.46 0.21 1352.00 278.00 287.26 287.32 0.000174 2.21 1172.03 449.95 0.15 1352.00 279.00 287.31 287.35 0.000238 1.70 986.49 375.19 0.13 1352.00 279.90 287.41 287.45 0.000665 2.23 1122.81 388.18 0.17 1352.00 281.00 287.51 287.57 0.001005 3.10 1010.75 379.06 0.22 1352.00 281.00 287.67 287.70 0.000923 2.13 1194.56 486.81 0.20 1352.00 281.00 287.78 287.81 0.000667 2.17 1256.33 457.46 0.17 Froude#Chl 0.16 1352.00 281.00 288.21 288.36 0.001859 4.27 0.30 1352.00 282.00 288.67 288.75 0.000955 2.91 819.47 262.01 0.22 1352.00 283.00 288.92 289.01 0.001049 2.44 653.85 218.28 0.21 1352.00 283.00 289.03 289.20 0.002369 3.91 509.34 171.13 0.33 1352.00 284.00 289.18 289.71 0.006054 6.47 304.12 119.61 0.52 1352.00 284.00 289.95 290.36 0.004631 6.21 358.90 119.24 0.46 1352.00 284.00 291.12 291.34 0.002883 4.94 583.74 283.49 0.36 1352.00 284.00 290.87 290.87 292.03 0.011320 10.34 254.96 122.46 0.72 1352.00 286.00 292.20 292.29 0.000812 2.58 645.43 197.03 0.20 1352.00 286.00 291.70 292.71 0.011614 9.37 241.62 105.94 0.72 1352.00 286.00 293.25 293.58 0.003803 5.70 462.37 211.47 0.41 1352.00 286.00 293.85 294.14 0.002915 5.32 470.83 181 .11 0.37 1352.00 288.00 294.21 294.39 0.001822 3.97 516.48 168.46 0.29 1352.00 288.00 294.41 294.86 0.006043 5.77 317.14 146.53 0.51 1352.00 290.00 295.96 296.44 0.008578 5.52 244.82 84.34 0.57 1352.00 292.00 297.53 297.79 0.004330 5.32 482.16 221 .19 0.44