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Water & Sanitary Sewer Report
,., , ..... '\. /1 - "'<c.• Water & Sanitary Sewer Report FOR CREEK MEADOWS SUBDIVISION Section 4, Phase Two College Station, E.T.J. Brazos County, Texas October 1, 2007 Prepared For: Creek Meadow Partners, L.P. 230 Southwest Parkway East College Station, TX 77840 Prepared By: RME Consulting Engineers P.O. Box 9253 College Station, TX 77845 RME No. 202-0316 ' 07--/QC()?+ CA,dft;DI t~:oo ~ - J Water & Sanitary Sewer Report FOR CREEK MEADOWS SUBDIVISION Section 4, Phase Two College Station, E.T.J. Brazos County, Texas October 1, 2007 Prepared For: Creek Meadow Partners, L.P. 230 Southwest Parkway East College Station, TX 77840 Prepared By: RME Consulting Engineers P.O. Box 9253 College Station, TX 77845 RME No. 202-0316 Water & Sanitary Sewer Report CREEK MEADOWS SUBIDIVISION Section 4, Phase Two College Station E.T.J. Brazos County, Texas TABLE OF CONTENTS: PAGE 1.0 General Information ...........•........................................................•........•........................................................ 1 I. I Scope of Report and Proposed Development .......................................................................................... 1 1.2 Site and General Location ....................................................................................................................... I 1.3 Description of Existing Conditions .......................................................................................................... l 1.4 Existing Water Distribution System ........................................................................................................ 2 1.5 Existing Sanitary Sewer Collection System ............................................................................................ 3 2.0 Water System Improvements .................................................................................................•...................... 3 2.1 Proposed Water System Configuration .................................................................................................... 3 2.2 Domestic Water Supply Requirements .................................................................................................... 4 2.3 Fire Flow Requirements .......................................................................................................................... 4 2.4 Hydraulic Modeling Methodology .......................................................................................................... 4 2.5 Modeling Results & Conclusions ............................................................................................................ 4 3.0 Sanitary Sewer Improvements ..........................•......•............................•..........•............................................ 5 3.1 Proposed Sanitary Sewer Configuration .................................................................................................. 5 3.2 Sanitary Sewer Flow Calculations ........................................................................................................... 5 3.3 Hydraulic Modeling Methodology .......................................................................................................... 6 3.4 Modeling Results & Conclusions ............................................................................................................ 6 ATTACHMENTS: Vicinity Map Proposed Water System Distribution Schematic KYPIPE Hydraulic Analysis Data Proposed Sanitary Sewer Collection System Schematic Preliminary Plat WINSTORM Hydraulic Analysis Data 202-0316 Water-Sewer Report Page -i Water & Sanitary Sewer Report CREEK MEADOWS SUBIDIVISION Section 4, Phase Two College Station E.T.J. Brazos County, Texas 1.0 GENERAL INFORMATION I.I Scope of Report and Proposed Development: This report addresses the water and sanitary sewer improvements for the Creek Meadows Subdivision, Section 4, Phase Two development conditions. This development will consist of 48 lots. Currently, the subject site is undeveloped with rural residential subdivision surrounding most of the proposed subdivision. At the time of this report Section lA, Phase One & Two and Section lB (all phases) is under construction. The proposed development and correlating water and sanitary sewer improvements are designed and analyzed in accordance with the criteria outlined in the "B/CS Unified Technical Specifications and Design Guidelines" (UTSDS) manual of the City of College Station (CoCS). 1.2 Site and General Location: The proposed development, Creek Meadows Subdivision (Section 4, Phase Two) consists of 12.03 acre tract of land wholly contained within a 171.043 acre parent tract of the master planned subdivision. The parent tract is bordered by Greens Prairie Trail to the East, Royder Road to the South and Southwest, and Greens Prairie Road West to the West. Adjacent developments, all of which are rural residential, consist of Royder Ridge to the South, Woodlake to the East, and Wellborn Oaks to the Northeast Access to the subdivision will be accomplished by Royder Road, Greens Prairie Trail and Greens Prairie Trail West. The subject development, Creek Meadows Subdivision -Section 4, Phase Two, is adjacent and immediately north of Section 4, Phase One which is immediately north of the platted Section 1 B, Phase One. A Vicinity Map, for this project site, is provided and is located in the "Attachment" portion of this manual. This map is being provided as an aid in locating the site. Drawings describing the work and its specific locations are contained in the Construction Drawings prepared by RME Consulting Engineers, College Station, Brazos County, TX. These Construction Drawings are included as part of this Water & Sanitary Sewer Report by reference. 1.3 Description of Existing Conditions: The 171.043-acre parent tract, which contains the proposed ·development of Creek Meadows Subdivision (Section 4, Phase Two), is a moderately well sloping (approximately 1.5%) undeveloped site with natural and improved drainage systems that convey runoff to an unnamed tributary of Peach Creek. Post-development runoff, from 202-0316 Water-Sewer Report Page -1 Creek Meadows Subdivision -Section 4, Phase Two Water & Sanitary Sewer Report RME Consulting Engineers October 1, 2007 the site, flows through a series of existing tiered detention and retention ponds and then into a well-defined creek that develops along the southern property line of the subject tract. The tract is unimproved with land-cover general consists of open grassy areas with some thick brush, weeds, and trees along the unnamed tributary. Elevations range on the site from approximately 287' Mean Sea Level (MSL) to approximately 342' MSL. 1.4 Existing Water Distribution System: The project site is moderately well served by existing water lines. The utility provider, for water service, will be Wellborn S.UD. The existing water supply lines are summarized as follows : 1. A 16" water line borders along the entire northeast and northwest property line of the 171.043 acre parent tract. The northwest section of this 16" water line parallels Greens Prairie Road West and is wholly contained within a 15' and 16' Public Utility Easement. A portion of this water line was relocated due to right-of-way dedication of Section lA, Phase One of Creek Meadows; 2. A 12" PVC water line extends along the entire east property line of the 171.043 acre parent tract and parallels Greens Prairie Trail. This 12" water line is connected to the before mentioned 16" water line and is wholly contained within a 15 ' Public Utility Easement; 3. A 2" and 3" PVC water line meanders along the prescriptive right-of-way of Royder Road. With the dedication of right-of-way and also acquisition of right-of-way, by Brazos County, these two water lines are funded for relocation and upsizing to a single 6" water line. Per various phone conversations that this office has had with Mr. Steven Cast (current manager of Wellborn SUD) the proposed 6" water-line is schedule for construction in the fall of 2007. The current KYPIPE model analysis this system with the proposed conditions o(these two 2" and 3" water lines being replaced with a single 6" water line; 4. In addition to these primary trunk "supply" lines numerous 8", 6" and 3" supplies have been installed through Section lA, Phase One and Two, Section IB (all phases), and Section Four, Phase One. The KYPIPE model reflecting these existing improvements will be expanded upon to integrate the proposed improvements scheduled for Section 4, Phase Two. Flow tests were obtained from the Wellborn S.UD. from a fire hydrant installed along the 12" PVC water line that is located on the east side of Greens Prairie Trail and parallel to the subject property's west boundary line. This fire hydrant was installed at the tie-in point of the 8" PVC waterline located across from North Creek Meadow Boulevard. Since the time of the original flow test the fire hydrant has been removed and this 8" waterline extension has been installed. This flow test was conducted on December 28, 2006 by Wellborn S.U.D. by Mr. Steven Cast and witnessed by this office. The flow data is summarized below in Table #1 -Flow Test Data. 202-0316 Water-Sewer Report Page -2 Creek Meadows Subdivision -Section 4, Phase Two Water & Sanitary Sewer Report TABLE#l FLOW TEST DATA Flow Pilot Hydrant Reading Flow No. Location (psi) (gpm) FH"A" Greens Prairie Trail 67 1360 Static Fire Hydrant No. Res. RME Consulting Engineers October 1, 2007 Static Residual Pressure Pressure (psi) (psi) 74 70 Note: The reported flow is from the 2.5" nozzle of the identified flow hydrant; 1.5 Existing Sanitary Sewer Collection System: The proposed subdivision will be served by the existing sanitary sewer collection lines of the Castlegate Subdivision, Section 6. The proposed sanitary sewer collection system, for Section 4, Phase One, will discharge into a collection system and Regional Lift Station, constructed in Section lB. From the Regional Lift Station sanitary sewer is then pump, via a 6" PVC force main, to the existing collection system of the Castlegate Subdivision. The Section lB sanitary sewer collection system, Regional Lift Station, and associated improvements, have been approved by the CoCS-Planning and Development Services and at the time of this report are currently under construction. 2.0 WATER SYSTEM IMPROVEMENTS 2.1 Proposed Water System Configuration: An 8" water line was installed and terminated with a 2" blow-off valve and plug at the existing end of Lowry Lane (Section 4, Phase One). This terminus was intended for the future extension of water distribution for the subject development. For these water uses, a combination of an 8" and 6" water lines will be installed. Proposed 3" water lines will be installed where the service length is less than or equal to five hundred (500') feet. A 6" water lines with a maximum length of 1500 feet, or less, will connect at each end to an 8" water line or larger. These 6" water lines shall have no more than two fire hydrants or flushing points. Water lines, 6" in size, which do not loop into another waterline, shall not exceed a maximum length of eight hundred (800') and will terminate with a fire hydrant or blow-off assembly. Fire hydrants will be installed so that no residence is greater than five hundred (500') from a hydrant. Each fire hydrant will be analyzed to provide a fire flow of 1,000 gpm. As mentioned earlier the water distribution system will provide fire protection and domestic water service. The Proposed Water System Distribution Schematic is included in the "Attachment" portion of this report and more fully details the proposed water system improvements. The proposed water lines, and appurtenances, will be constructed and installed in accordance with the UTSDG. Unless specifically identified on the Construction Drawings, the proposed water lines will be of type PVC A WW A C909 DRl 4 water line pipe. Public utility lines will be installed in existing public utility easements or placed in 202-0316 Water-Sewer Report Page -3 Creek Meadows Subdivision -Section 4, Phase Two Water & Sanitary Sewer Report RME Consulting Engineers October l, 2007 proposed public utility easements which will be dedicated by plat or by separate instruments. 2.2 Domestic Water Supply Requirements: An average daily water consumption of 1.5 gpm per connection or dwelling unit will be utilized for analysis of the proposed water distribution system at normal conditions. During static conditions a minimum 35 psi pressure rating will be maintained. 2.3 Fire Flow Requirements: The fire flow demand, for the proposed development, will require that each residence can be protected by a minimum 1,000 gpm. During fire flow conditions the minimum static pressure shall not be less than 20 psi. 2.4 Hydraulic Modeling Methodology: As allowed in the UTSDG a water distribution computer model was used to determine pressure and flow results for the proposed water system. The hydraulic analysis and corresponding results were determined by using the KYPIPE hydraulic program, for water systems. Using the calculated domestic water demand and fire flow requirements, the proposed water system was analyzed, with KYPIPE, to determine if it met the minimum design criteria set forth in the UTSDG. These minimum criteria are summarized as follows. Since the irrigation is relatively small in comparison to other flows, and infrequent in use, it was not considered in the analysis. 1. Under normal flow conditions the residual pressures in the area, serviced by the proposed system, must meet TCEQ requirements at all times thus providing a minimum static pressure of 35 psi; 2. During fire flow conditions, the proposed system and adjacent infrastructure must provide the required fire flow with a minimum residual pressure of 20 psi; 3. At all analyzed conditions, no water line shall have a velocity greater than 12 fps in both existing and proposed mains; 2.5 Modeling Results & Conclusions: Utilizing the original KYPIPE model and expanding it to include Section 4, Phase One, water demands, and fire flow requirements, for the proposed water system improvements, and adjacent infrastructure, was determined to adequately meet or positively exceed the minimum design standards. KYPIPE Hydraulic Analysis Data, resulting from both domestic water demands and all fire flow conditions are contained in this report in the "Attachment" portion. Resulting summary information for both conditions are illustrated below in Table #2 -Water System Summary and identify the "worse-case" location in the proposed distribution system (lowest pressure node or highest velocity in pipe). The entire water system model, for each scenario is fully contained with the KYPIPE Hydraulic Analysis Data. 202-03 16 Water-Sewer Report Page-4 Creek Meadows Subdivision -Section 4, Phase Two Water & Sanitary Sewer Report TABLE#2 WATER SYSTEM SUMMARY PIPE DATE Fire Flow KYPIPE Plan Pipe Size Flow Velocity Scenerio Name Identifier (in ( m ( s DOMESTIC FLOW CONDITION P-6 "W4" 6 471.33 5.35 FIRE FLOW CONDITIONS P-36 "Wl7" 8 1169.5 7.46 2 P-36 "Wl7" 8 ll 69.5 7.46 3 P-57 "W4" 6 1003.00 11.38 Fire Flow Scenarios: 1. 1,000 gpm from FH-2A; 2. 1,000 gpm from FH-3A; 3. 1,000 gpm from FH-4A; 3.0 SANITARY SEWER IMPROVEMENTS 3.1 Proposed Sanitary Sewer Configuration: RME Consulting Engineers October 1, 2007 NODE DATA Residual Node Pressure Name ( si) J-4 61.37 J-32 36.08 J-29 37.14 J-32 22.70 The proposed sanitary sewer collection system, for Creek Meadows -Section 4, Phase Two, will consist of various 6" sanitary sewer line extensions. These sanitary sewer line extensions will be an expansion of existing Creek Meadows collection system which conveys sewer in a generally southern direction to the Regional Lift Station located on the south side of Greens Prairie Trail near the southwest comer of the master planned subdivision. The Proposed Sanitary Sewer Collection System Schematic is included in the "Attachment" portion of this report and more fully details the proposed water system improvements. The proposed sanitary sewer lines, and appurtenances, will be constructed and installed in accordance with the UTSDG. Unless specifically identified on the Construction Drawings, the proposed sanitary sewer lines will be of type PVC SDR-26, ASTM D3034 sewer line pipe. Public utility lines will be installed in existing public utility easements or placed in proposed public utility easements which will be dedicated by plat or by separate instruments. 3.2 Sanitary Sewer Flow Calculations: The sanitary sewer requirements, for the master planned development, were derived by Method 2 -"Land Use Determination" of the UTSDS. Land use coverage was assigned to the Creek Meadows subdivision based on the approved Preliminary Plat (see "Attachment" portion of report). Resulting average sanitary sewer flow values were calculated, for Sections lA thru 4, and the results are summarized in Table #3 -"Sanitary Sewer Flows" shown below. As calculated, the ultimate Average Daily Flow (ADF) for these sections of the Creek Meadows subdivision is 229,700 gpd and a 2-Hour Peak Flow (PF) at 1.42 cfs. Calculated sanitary sewer flow values are in conjunction with the "Regional Lift Station Study" prepared by this office on November 6, 2006. 202-0316 Water-Sewer Report Page -5 Creek Meadows Subdivision -Section 4, Phase Two Water & Sanitary Sewer Report RME Consulting Engineers October 1, 2007 TABLE #3 -SANITARY SEWER FLOWS Average Daily Flow Dwelling Section/Phase (gpd/cap) Units IA 100 186 1B 100 296 2 100 128 3 100 199 4 100 52 TOT AL EXPECTED FLOWS= Flow Determination Notes: 1) Residential density is at 2.67 capita/Dwelling Unit; 2) Commercial uses were estimated at 30 capita/acre; Average 2-ttour Daily Flow Peak Flow Peak Flow (gpd) (gph) (cfs) 49,662 8,277 0.31 78,899 13,150 0.49 34,1 76 5,696 0.21 53,080 8,847 0.33 13,884 2,314 0.09 229,700 38,283 1.42 3) Average Daily flows, for each use, were assigned per Table ill-"Average Wastewater Generations" per the UTSDS; 4) Peaking factor of 4.0 was applied to the Average Daily Flows to determine the Peak Flow which is used for line sizing; 3.3 Hydraulic Modeling & Methodology: As allowed in the UTSDG, a hydraulic computer model was used to determined flow results for the proposed sanitary sewer collection lines. The hydraulic analysis and corresponding results were determined by using the WINSTORM hydraulic program, for stormwater modeling. Though this TxDOT program's typical use is for modeling gravity stormwater systems it can easily be applied for hydraulic modeling of gravity sewer systems. Peak sewer flows were directly inputted at manholes in lieu of flows being generated by hydrological equations at logical locations along the proposed sewer lines. 3.4 Modeling Results & Conclusions: Using the original WINSTORM model and expanding it to include Creek Meadows - Section 4, Phase Two, sanitary sewer flows were input into the proposed sewer system and it was determine that the proposed expanded system has adequate capacity. WINSTORM Hydraulic Analysis Dat~ resulting from sanitary sewer analysis is contained in this report in the "Attachment" portion. Resulting summary information is illustrated below in Table #4 -Sanitary Sewer Summary. 202-0316 Water-Sewer Report Page -6 Creek Meadows Subdivision -Section 4, Phase Two Water & Sanitary Sewer Report TABLE#4 RME Consulting Engineers October 1, 2007 SANITARY SEWER SUMMARY Upstream Downstream Pipe ~ize ~lope Q Capacity Velocity Element Element (in) (%) (cfs) (cfs) (fps) MH-1 MH-2 8 2.00 0.00 1.73 0.96 MH-2 MH-3 8 0.63 0.02 0.97 1.04 MH-3 MH-4 8 0.57 0.31 0.92 2.35 MH-4 MH-5 8 0.61 0.32 0.95 2.45 MH-5 MH-6 8 0.60 0.33 0.95 2.43 MH-6 MH-7 8 0.60 0.34 0.95 2.47 MH-7 MH-8 8 0.60 0.35 0.95 2.50 MH-8 MH-9 8 0.60 0.37 0.95 2.52 ..-MH-9 MH-10 8 0.60 0.37 0.95 2.53 v> MH-10 MH-11 8 0.60 0.52 0.95 2.76 Q) 0.60 0.54 0.95 2.77 c MH-11 MH-12 8 :.:::i MH-12 MH-13 10 0.40 0.56 1.37 2.38 ..... Q) 3:: MH-13 MH-14 10 0.40 0.56 1.37 2.43 Q) MH-14 MH-15 10 0.40 0.67 1.37 2.53 CJ) ~ MH-15 MH-16 10 0.40 0.67 1.38 2.53 ~ MH-16 MH-17 10 0.40 0.68 1.37 2.53 c ro MH-17 MH-18 10 0.40 0.72 1.37 2.56 CJ) MH-18 MH-19 10 0.40 0.77 1.37 2.62 MH-19 MH-20 10 0.93 1.17 2.09 3.98 MH-20 MH-21 10 0.96 l.18 2.13 4.05 MH-21 MH-22 10 0.95 1.19 2.11 4.03 MH-22 MH-23 10 0.95 1.27 2.11 4.08 MH-23 MH-24 10 0.95 1.27 2.09 4.04 MH-24 MH-25 10 0.93 1.27 2.09 4.04 MH-25 LS 12 1.10 1.25 3.74 4.31 c::I MH-26 MH-27 8 0.40 0.26 0.77 1.97 v> MH-27 MH-28 8 0.40 0.32 0.77 2.09 Q) c MH-28 MH-29 8 0.40 0.32 0.77 2.09 :.:::i ..... MH-29 MH-30 8 0.40 0.32 0.78 2.09 Q) 3:: MH-30 MH-31 8 0.40 0.32 0.77 2.09 Q) CJ) MH-31 MH-32 8 0.40 0.32 0.77 2.09 c:-MH-32 MH-33 8 0.40 0.34 0.78 2.12 ro ...... ·c: MH-33 MH-34 8 0.40 0.35 0.77 2.14 ro MH-34 MH-19 8 0.40 0.36 0.78 2.15 CJ) "S3" MH-35 MH-18 6 0.79 0.04 0.50 1.53 -MH-36 MH-37 6 1.00 0.01 0.56 0.97 ~ MH-37 MH-38 6 1.00 0.01 0.56 1.16 v> MH-38 MH-17 6 1.00 0.03 0.56 1.48 "SS" MH-39 MH-11 6 1.47 0.01 0.68 1.25 -Co MH-40 MH-41 8 0.40 0.12 0.77 1.60 v> MH-41 MH-10 8 0.40 0.13 0.78 1.61 202-0316 Water-Sewer Report Page -7 Creek Meadows Subdivision -Section 4, Phase Two RME Consulting Engineers Water & Sanitary Sewer Report October l, 2007 TABLE#4 SANITARY SEWER SUMMARY ownstream e oc1ty Element (cfs) (fps) MH-42 MH-43 8 0.15 0.77 1.70 MH-43 MH-3 8 0.15 0.77 1.70 MH-44 MH-45 6 2.14 0.01 0.82 1.45 Co MH-45 MH-46 6 1.00 0.05 0.56 1.76 cp MH-46 MH-3 6 1.00 0.09 0.56 2.10 "S9" MH-47 MH-45 6 1.01 0.01 0.56 1.16 MH-48 MH-49 6 1.00 0.01 0.56 0.75 0 MH-49 MH-50 6 1.00 0.01 0.56 0.97 ...-- 'P MH-50 MH-51 6 1.00 0.01 0.56 1.14 Q) MH-51 MH-52 6 1.00 0.02 0.56 1.25 c: :.::i MH-52 MH-32 8 0.40 0.02 0.78 0.94 "S12' MH-53 MH-29 6 1.00 0.00 0.56 0.75 Ct> MH-54 MH-55 6 0.80 0.01 0.50 0.95 .,.... MH-55 MH-56 6 0.80 0.02 0.50 1.20 cp Q) MH-56 MH-57 6 0.80 0.03 0.50 1.39 c: MH-57 MH-27 8 0.40 0.05 0.78 1.23 :.::i MH-58 MH-26 8 0.40 0.26 0.78 1.97 .,.... 'P MH-59 MH-58 6 0.80 0.26 0.50 2.56 MH-60 MH-59 6 0.80 0.15 0.50 2.23 ...--a.. MH-61 MH-60 6 0.80 0.14 0.50 2.17 '<;f" (/) MH-62 MH-61 6 0.40 0.01 0.56 1.10 N MH-63 MH-59 6 1.00 0.10 0.56 1.94 'P MH-65 MH-63 6 0.80 0.11 0.50 2.09 N MH-66 MH-65 6 0.80 0.11 0.50 2.07 a.. MH-67 MH-66 6 0.80 0.05 0.50 1.65 '<;f" (/) MH-68 MH-67 6 0.80 0.04 0.50 1.57 ~ MH-64 MH-61 6 0.80 0.12 0.50 2.09 c\i MH-73 MH-64 6 0.80 0.12 0.50 2.09 a. ~ MH-71 MH-73 6 0.80 0.09 0.50 1.96 . MH-69 MH-66 6 0.80 0.05 0.50 1.63 N Q. MH-70 MH-69 6 0.80 0.01 0.50 0.89 .... "' S4P2·"S5'" MH-72 MH-73 6 1.00 0.02 0.56 1.45 202-0316 Water-Sewer Report Page -8 VICINITY MAP CREEK MEADOWS: SECTION 4, PHASE TWO PAVING, DRAINAGE & UTILITY IMPROVEMENTS LOCATION MAP NOT TO SCALE PROPOSED WATER SYSTEM DISTRIBUTION SCHEMATIC MAP @ WATER LINE "W5" (SEF; SHEET W-03) SECTION 1A PHASE TWO WATER LINE "W3" (SEE SHEET 'M-01) z ~ _, "' 3: 0 0 < w ,; " w w °' u \ \ KYPIPE HYDRAULIC ANALYSIS DATA * * * * * * * * * * K Y P I P E 4 * * * * * * * * * * * * * University of Kentucky Network Modeling Software * * * * Copyrighted by KYPIPE LLC * * Version 3 -11/01/2005 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Date & Time: Thu Sep 27 15:20:01 2007 INPUT DATA FILENAME--------------C:\Users\user\RME\Projects\202- 03-2\S4P2\ENGINE-1\0316W1RA.DT2 TABULATED OUTPUT FILENAME --------C:\Users\user\RME\Projects\202- 03-2\S4P2\ENGINE-l \0316W1RA.OT2 POSTPROCESSOR RESULTS FILENAME ---C:\Users\user\RME\Projects\202- 03-2\S4P2\ENGINE-1\0316W1RA.RS2 ************************************************ S U M M A R Y 0 F 0 R I G I N A L D A T A ************************************************ U N I T S S P E C I F I E D FLOWRATE ........... . gallons/minute HEAD (HGL) = feet PRESSURE ............ psig P I P E L I N E D A T A STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE p I p E NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR N A M E #1 ft2 (ft) (in) COEFF. LOSS COEFF . ------------------------------------------------------------------------------- P-1 R-1 J-1 500.00 16.00 139.4518 0.74 P-10 FH-1 J-4 291.00 8 .00 139.4518 0 .00 P-11 J-7 J-8 162. 00 3.00 139.0000 0 .00 P-12 J-5 J-9 308.00 6.00 139.0000 6.00 P-13 J-9 FH-2 108.00 6.00 139.4518 0.74 P-14 FH-2 FH-4 812.00 6 .00 139.4518 1.31 P-15 FH-4 J-3 291. 00 8.00 139.4518 0.00 P-16 J-6 J-11 1670.00 16.00 139.4518 0.00 P-17 J-11 J-12 1320.00 12.00 139.4518 0.74 P-18 J-12 J-13 459.00 8.00 139. 4518 1.14 P-19 J-13 FH-7 126.00 8.00 139 .4518 6 .00 P-2 J-1 J-2 1900.00 16.00 139.4518 3.57 P-20 J-13 FH-16 338.00 8.00 139.4518 3.57 P-21 J-14 J-10 146.00 3 .00 139 .0000 0.00 P-22 J-14 FH-5 68.00 8.00 139.4518 0.40 P-23 FH-5 FH-14 216.00 8.00 139.4518 0.74 P-24 FH-14 J-16 141. 00 8.00 139. 4518 0.74 P-25 J-16 FH-6 157.00 8.00 139.4518 0.00 P-26 FH-14 J-17 261. 00 3.00 139.0000 0.00 P-27 J-16 J-18 304 .00 3.00 139.0000 0 .00 P-28 FH-7 FH-15 400.00 8.00 139.4518 0.74 P-29 FH-15 FH-8 247.00 6.00 139.4518 0.74 P-3 J-3 J-2 195.00 16.00 139.4518 0.74 P-30 FH-8 J-20 176.00 6.00 139.4518 0 .00 P-31 FH-15 J-21 328.00 6.00 139.4518 0.74 P-32 J-21 J-22 219.00 3.00 139.0000 0 .00 P-33 J-21 FH-9 205.00 6.00 139.4518 0.00 P-34 FH-9 FH-13 541. 00 8.00 139.4518 9 .91 P-35 FH-13 J-23 382 .00 8.00 139.4518 6.74 P-36 FH-13 FH-10 602.00 8.00 139 .4518 9.74 P-37 FH-10 J-25 136.00 3.00 139 .0000 0.00 P-38 FH-10 FH-11 341. 00 8.00 139.4518 0.74 P-39 FH-11 J-26 267.00 3.00 139.0000 0.00 P-4 J-3 J-4 294.00 16.00 139 .4518 0.74 P-40 FH-11 FH-12 443.00 8.00 139.4518 0 .00 P-41 FH-12 J-28 145.00 3 .00 139.0000 0 .00 P-42 J-23 J-1 2842.00 6.00 139.0000 0.00 P-43 J-12 J-27 1933.00 12.00 139.0000 0.00 P-44 J-27 J-23 1640.00 6.00 139.0000 0.00 P-45 J-11 R-2 500.00 16.00 139.4518 0.00 P-46 FH-16 J-14 336.00 8.00 139.4518 0.00 P-47 FH-11 FH-lA 175.00 8.00 139.0000 0 .74 P-48 FH-lA J-15 245.00 3.00 139.0000 0.74 P-49 FH-lA P-5 J-4 P-50 J-19 P-51 J-19 P-52 FH-lA P-53 FH-3A P-54 FH-3A P-55 FH-3A P-56 J-31 P-57 J-31 P-58 FH-4A P-59 FH-4A P-6 J-6 P-7 J-5 P-8 FH-3 P-9 J-7 E N D N 0 D E D A T A NODE NODE NAME TITLE FH-1 FH-10 J-19 J-6 J-24 FH-2A FH-3A J-29 J-30 J-31 FH-2A FH-4A J-32 J-34 J-5 FH-3 J-7 FH-1 EXTERNAL DEMAND (gpm) 0.00 0 .00 322 .00 6.00 1207.00 16.00 104.00 3 .00 399.00 6.00 473.00 8.00 379.00 3 .00 112.00 8.00 387.00 6.00 197.20 6.00 387.87 6.00 99.00 8 .00 275.00 8.00 118. 00 6.00 151. 00 8.00 412.00 8.00 228.00 8.00 JUNCTION ELEVATION (ft) 333.00 308.00 139.0000 0.74 139.4518 2.24 139.0000 0 .00 139.0000 0 .17 139.0000 0 .17 139.0000 0.74 139.0000 0.57 139.0000 0 .00 139.0000 0.74 139.0000 1.14 139.0000 0.00 139.0000 0.74 139.4518 0 .91 139.4518 0.40 139 .4518 0.74 139.4518 0.40 EXTERNAL GRADE (ft) FH-11 0.00 313 .00 FH-12 0.00 313.00 FH-13 16.50 305.00 FH-14 0.00 315 .00 FH-15 13 .50 306.00 FH-16 0.00 307.00 FH-lA 0 .00 316.00 FH-2 0.00 333.00 FH-2A 21.00 316.00 FH-3 0 .00 326.00 FH-3A 0.00 320 .00 FH-4 0.00 333.00 FH-4A 0.00 318 .00 FH-5 0.00 313 .00 FH-6 0.00 316.00 FH-7 0.00 309.00 FH-8 0.00 303.00 FH-9 0.00 307.00 J-1 0.00 342.00 J-2 0.00 340.00 J-3 6.00 339.00 J-4 10.50 339.00 J-5 16.50 327 .00 J-6 0 .00 328.00 J-7 7.50 330.00 J-8 6.00 329.00 J-9 21. 00 323.00 J-10 10.50 312.00 J-11 0.00 311.00 J-12 0.00 305.00 J-13 0.00 307.00 J-14 12.00 314.00 J-15 15.00 318.00 J-16 4.50 315.00 J-17 10.50 314.00 J-18 13.50 313.00 J-19 15.00 313 .00 J-20 7.50 302.00 J-21 18.00 309.00 J-22 12 .00 310.00 J-23 0.00 305.00 J-24 4.50 312.00 J-25 6.00 304.00 J-26 18.00 309.00 J-27 0.00 295.00 J-28 36.00 311.00 J-29 22.50 322.00 J-30 0.00 322.00 J-31 28.50 318.00 J-32 3.00 320.00 J-34 0.00 318.00 R-1 Wellborn Ele 342.00 497.00 R-2 Flow Test 311. 00 466.00 0 U T P U T 0 P T I 0 N D A T A OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT S Y S T E M C 0 N F I G U R A T I 0 N NUMBER OF PIPES ................... (p) 59 NUMBER OF END NODES ............... (j) 53 NUMBER OF PRIMARY LOOPS ........... (1 ) 5 NUMBER OF SUPPLY NODES ............ (f) 2 NUMBER OF SUPPLY ZONES ............ (z) 1 Case: 0 RESULTS OBTAINED AFTER 6 TRIALS: ACCURACY 0.00001 S I M U L A T I 0 N D E S C R I P T I 0 N (L A B E L) M.D.W . Centre -Phase One P I P E L I N E R E S U L T S STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE p I p E NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/ NAM E #1 #2 LOSS LOSS VELO. 1000 1000 (gpm) (ft) (ft) (ft/s) (ft/ft) (ft/ft) ----------------------------------------------------------------------------------------- P-1 R-1 J-1 3535.27 2.84 0.37 5.64 6.42 5.69 P-10 J-4 FH-1 340.32 0.63 0.00 2.17 2.18 2.18 P-11 J-7 J-8 6.00 0.02 0.00 0.27 0.15 0.15 P-12 J-9 J-5 161.01 0.69 0.31 1.83 3.23 2.23 P-13 FH-2 J-9 182.01 0.30 0.05 2.07 3.23 2.78 P-14 FH-4 FH-2 182.01 2.25 0.09 2.07 2 .88 2.78 P-15 J-3 FH-4 182.01 0.20 0.00 1.16 0.68 0.68 P-16 J-6 J-11 3133.70 7.60 0.00 5.00 4.55 4.55 P-17 J-12 J-11 46.07 0.01 0.00 0.13 0.01 0.01 P-18 J-12 J-13 32 .49 0.01 0 .00 0.21 0.03 0.03 P-19 FH-7 J-13 18.51 0.00 0.00 0.12 0 .02 0.01 P-2 J-1 J-2 3201.20 8.99 1. 45 5.11 5.49 4.73 P-20 J-13 FH-16 51.00 0.02 0.01 0.33 0.08 0.06 P-21 J-14 J-10 10.50 0.06 0.00 0.48 0.41 0.41 P-22 J-14 FH-5 28.50 0.00 0.00 0.18 0.03 0.02 P-23 FH-5 FH-14 28 .50 0.00 0.00 0.18 0.02 0.02 P-24 FH-14 J-16 18.00 0.00 0.00 0.11 0.01 0.01 P-25 J-16 FH-6 0.00 0.00 0.00 0.00 0.00 0.00 P-26 FH-14 J-17 10.50 0.11 0.00 0.48 0.41 0.41 P-27 J-16 J-18 13.50 0 .20 0.00 0.61 0.66 0 .66 P-28 FH-15 FH-7 18.51 0 .00 0 .00 0.12 0.01 0.01 P-29 FH-15 FH-8 7.50 0.00 0.00 0 .09 0.01 0.01 P-3 J-2 J-3 3201 .20 0.92 0.30 5.11 6.27 4.73 P-30 FH-8 J-20 7.50 0.00 0.00 0 .09 0.01 0 .01 P-31 J-21 FH-15 39.51 0 .05 0.00 0.45 0.17 0 .16 P-32 J-21 J-22 12.00 0.12 0.00 0.54 0.53 0 .53 P-33 FH-9 J-21 69.51 0 .10 0.00 0.79 0.47 0.47 P-34 FH-13 FH-9 69.51 0 .06 0.03 0.44 0.17 0.12 P-35 J-23 FH-13 255.51 o. 49 0.28 1. 63 2.01 1.28 P-36 FH-13 FH-10 169.50 0.36 0.18 1. 08 0.89 0 .60 P-37 FH-10 J-25 6.00 0.02 0.00 0.27 0 .15 0.15 P-38 FH-10 FH-11 163.50 0.19 0.01 1.04 0.60 0.56 P-39 FH-11 J-26 18.00 0 .30 0.00 0.82 1.12 1.12 P-4 J-3 J-4 3013 .19 1.24 0.27 4.81 5.13 4 .23 P-40 FH-11 FH-12 36.00 0.02 0 .00 0.23 0.03 0.03 P-41 FH-12 J-28 36.00 0.59 0.00 1. 63 4.06 4 .06 P-42 J-1 J-23 334.07 2 4.44 0.00 3.79 8 .60 8. 60 P-43 J-27 J-12 78 .56 0 .04 0.00 0 .22 0.02 0 .02 P-44 J-23 J-27 78.56 0 .97 0 .00 0.89 0 .59 0.59 P-45 J-11 R-2 3179. 77 2 .34 0 .00 5 .07 4 . 67 4.67 P-46 FH-16 J-14 51.00 0.02 0.00 0.33 0.06 0.06 P-47 FH-11 FH-lA 109.50 0 .05 0.01 0.70 0 .30 0.27 P-48 FH-lA J-15 15.00 0.20 0 .01 0.68 0 .82 0.80 P-49 FH-lA J-19 40 .25 0.05 0.00 0.46 0 .18 0.17 P-5 J-4 J-6 2662 .37 4.06 0.63 4.25 3.88 3.36 P-50 J-19 J-24 4 .50 0.01 0.00 0.20 0 .09 0.09 P-51 J-19 FH-2A 20.75 0.02 0.00 0 .24 0.05 0.05 P-52 FH-lA FH-3A 54.25 0.03 0.00 0.35 0.07 0.07 P-53 FH-3A J-29 22 .50 0.64 0.01 1.02 1. 73 1. 70 P-54 FH-3A J-30 0.00 0.00 0.00 0.00 0.00 0.00 P-55 FH-3A J-31 31. 75 0.04 0 .00 0.36 0.11 0.11 P-56 J-31 FH-2A 0.25 0.00 0.00 0.00 0.00 0.00 P-57 J-31 FH-4A 3.00 0.00 0.00 0.03 0.00 0.00 P-58 FH-4A J-32 3.00 0.00 0.00 0.02 0.00 0.00 P-59 FH-4A J-34 0.00 0.00 0.00 0.00 0.00 0.00 P-6 J-5 J-6 471. 33 1. 91 0.40 5.35 19.59 16.17 +- P-7 FH-3 J-5 326.82 0.31 0.03 2 .09 2.20 2.02 P-8 J-7 FH-3 326.82 0.83 0.05 2.09 2.14 2.02 P-9 FH-1 J-7 340.32 0.50 0.03 2.17 2.31 2.18 E N D N 0 D E R E S U L T S NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) ------------------------------------------------------------------------------ FH-1 0.00 479.99 333 .00 146.99 63.69 FH-10 0.00 468.05 308.00 160.05 69.35 FH-11 0.00 467.84 313.00 154.84 67.10 FH-12 0.00 467.83 313 .00 154.83 67.09 FH-13 16.50 468.58 305.00 163.58 70.89 FH-14 0.00 468.28 315.00 153.28 66.42 FH-15 13.50 468 . 34 306.00 162.34 70.35 FH-16 0.00 468.31 307.00 161. 31 69.90 FH-lA 0.00 467.79 316.00 151. 79 65.78 FH-2 0 .00 479.59 333.00 146.59 63.52 FH-2A 21. 00 467. 71 316.00 151. 71 65.74 FH-3 0 .00 478.58 326.00 152 .58 66.12 FH-3A 0.00 467. 76 320.00 147 .76 64.03 FH-4 0 .00 481. 93 333 .00 148.93 64.54 FH-4A 0.00 467 . 71 318.00 149 .71 64.88 FH-5 0.00 468 .28 313. 00 155 .28 67.29 FH-6 0 .00 468.28 316.00 152.28 65.99 FH-7 0.00 468.34 309.00 159.34 69.05 FH-8 0.00 468.34 303.00 165.34 71. 65 FH-9 0.00 468.49 307 .00 161.49 69 .98 J-1 0 .00 493.79 342.00 151. 79 65.78 J -2 0.00 483.35 340.00 143.35 62 .12 J-3 6 .00 482.13 339.00 143 .13 62.02 J-4 10.50 480.62 339.00 141. 62 61. 37 ': J-5 16.50 478.25 327.00 151.25 65.54 J-6 0.00 475.93 328.00 147.93 64.10 J-7 7.50 479.46 330.00 149.46 64.77 J-8 6.00 479.44 329.00 150.44 65.19 J-9 21.00 479.24 323.00 156.24 67. 71 J-10 10 .50 468.22 312.00 156.22 67.70 J-11 0 .00 468.34 311.00 157.34 68.18 J-12 0 .00 468.35 305.00 163.35 70 .78 J-13 0.00 468.33 307.00 161.33 69 .91 J-14 12.00 468 .28 314.00 154.28 66.86 J-15 15.00 467.59 318.00 149.59 64.82 J-16 4.50 468.28 315 .00 J-17 10.50 468.17 314.00 J-18 13.50 468.07 313.00 J-19 15.00 467.73 313 .00 J-20 7.50 468.34 302 .00 J-21 18.00 468 .40 309.00 J-22 12.00 468.28 310 .00 J-23 0.00 469.35 305.00 J-24 4.50 467. 72 312.00 J-25 6.00 468.03 304.00 J-26 18.00 467 .54 309.00 J-27 0.00 468.39 295.00 J-28 36.00 4 67. 24 311.00 J-29 22.50 467.10 322.00 J-30 0.00 467. 76 322.00 J-31 28.50 467.71 318 .00 J-32 3 .00 467 . 71 320 .00 J-34 0.00 467.71 318.00 R-1 Wellborn Ele 497 .00 342 .00 R-2 Flow Test 466.00 311.00 S U M M A R Y 0 F INFLOWS A N D 0 U T F L 0 W S (+} INFLOWS INTO THE SYSTEM FROM SUPPLY NODES (-} OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES 153.28 66.42 154.17 66.81 155.07 67.20 154.73 67.05 166.34 72 .OB 159.40 69.07 158.28 68.59 164.35 71.22 155.72 67 .48 164 .03 71.08 158.54 68.70 173.39 75.13 156.24 67.70 145.10 62 .88 145.76 63.16 149.71 64.88 147.71 64.01 149.71 64.88 155 .00 67.17 155.00 67.17 NODE NAME R-1 R-2 NET SYSTEM INFLOW NET SYSTEM OUTFLOW NET SYSTEM DEMAND FLOWRATE (gpm) 3535.27 -3179.77 3535.27 -3179.77 355.50 NODE TITLE Wellborn Ele Flow Test ***** HYDRAULIC ANALYSIS COMPLETED ***** stmOutput 311. 38 311.35 0 .341 1. 47 2.50 8 .61 5.29 25 .95 39 .75 0 .000 =================================END============================================ * Super critical flow. NORMAL TERMINATION OF WINSTORM. Warning Messages for current project : Runoff Frequency of: 10 Years Runoff Frequency of : 100 Years Page 4 * * * * * * * * * * K Y P I P E 4 * * * * * * * * * * * * * University of Kentucky Network Modeling Software * * * * Copyrighted by KYPIPE LLC * * Version 3 -11/01/2005 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Dat e & Time: Thu Sep 27 15:29:57 2007 INPUT DATA FILENAME--------------C:\Osers\user\RME\Projects\202- 03-2\S4P2\ENGINE-l\0316WlRA.DT2 TABULATED OOTPOT FILENAME --------C:\Users\user\RME\Projects\2 02- 03-2 \S4P2\ENGINE-l\0316WlRA.OT2 POSTPROCESSOR RESULTS FILENAME ---C:\Osers\user\RME\Projects\202- 03-2\S4P2\ENGINE-l\0316WlRA.RS2 ************************************************ S U M M A R Y 0 F 0 R I G I N A L D A T A ************************************************ U N I T S S P E C I F I E D FLOWRATE ........... . gallons/minute HEAD (HGL) feet PRESSURE............ psig P I P E L I N E D A T A STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE p I p E NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR N A M E #1 *2 (ft) (in) COEFF. LOSS COEFF. ------------------------------------------------------------------------------- P-1 R-1 J-1 500.00 16.00 139.4518 0.74 P-10 FH-1 J-4 291.00 8.00 139.4518 0.00 P-11 J-7 J-8 162. 00 3.00 139.0000 0.00 P-12 J-5 J-9 308.00 6.00 139.0000 6.00 P-13 J-9 FH-2 108.00 6.00 139.4518 0.74 P-14 FH-2 FH-4 812.00 6.00 139.4518 1. 31 P-15 FH-4 J-3 291. 00 8.00 139.4518 0.00 P-16 J-6 J-11 1670.00 16.00 139.4518 0.00 P-17 J-11 J-12 1320.00 12.00 139.4518 0.74 P-18 J-12 J-13 459.00 8.00 139.4518 1.14 P-19 J-13 FH-7 126.00 8.00 139.4518 6 .00 P-2 J-1 J-2 1900.00 16.00 139.4518 3.57 P-20 J-13 FH-16 338.00 8.00 139.4518 3.57 P-21 J-14 J-10 146.00 3.00 139.0000 0 .00 P-22 J -14 FH-5 68.00 8.00 139.4518 0.40 P-23 FH-5 FH-14 216.00 8.00 139.4518 0 .74 P-24 FH-14 J-16 141.00 8.00 139.4518 0.74 P-25 J-16 FH-6 157.00 8 .00 139.4518 0 .00 P-26 FH-14 J -17 261. 00 3.00 139.0000 0.00 P-27 J-16 J -18 304.00 3 .00 139 .0000 0.00 P-28 FH-7 FH-15 400 .00 8.00 139 .4518 0.74 P-29 FH-15 FH-8 247.00 6.00 139 .4518 0.74 P-3 J-3 J-2 195.00 16.00 139 . 4518 0 .74 P-30 FH-8 J-20 176.00 6.00 139 .4518 0 .00 P-31 FH-15 J-21 328 .00 6.00 139.4518 0.74 P-32 J-21 J-22 219.00 3.00 139.0000 0.00 P-33 J-21 FH-9 205 .00 6.00 139.4518 0.00 P-34 FH-9 FH-13 541.00 8 .00 139.4518 9.91 P-35 FH-13 J-23 382 .00 8 .00 139.4518 6.74 P-36 FH-13 FH-10 602.00 8.00 139.4518 9 .74 P-37 FH-10 J-25 136.00 3 .00 139.0000 0.00 P-38 FH-10 FH-11 341.00 8.00 139.4518 0.74 P-39 FH-11 J-26 267 .00 3.00 139.0000 0.00 P-4 J-3 J-4 294 .00 16.00 139. 4518 0 .74 P-40 FH-11 FH-12 443.00 8.00 139.4518 0.00 P-41 FH-12 J-28 145 .00 3.00 139.0000 0.00 P-42 J-23 J-1 2842.00 6.00 139.0000 0.00 P-43 J-12 J-27 1933.00 12.00 139.0000 0.00 P-44 J-27 J-23 1640.00 6.00 139.0000 0 .00 P-45 J-11 R-2 500.00 16.00 139.4518 0.00 P-46 FH-16 J-14 336.00 8.00 139.4518 0.00 P-47 FH-11 FH-lA 175. 00 8.00 139. 0000 0 .74 P-48 FH-lA J-15 245 .00 3.00 139 .0000 0 .74 P-49 FH-lA P-5 J-4 P-50 J-19 P-51 J-19 P-52 FH-lA P-53 FH-3A P-54 FH-3A P-55 FH-3A P-56 J-31 P-57 J-31 P-58 FH-4A P-59 FH-4A P-6 J-6 P-7 J-5 P-8 FH-3 P-9 J-7 E N D N 0 D E D A T A NODE NAME FH-1 FH-10 NODE TITLE J-19 J-6 J-24 FH-2A FH-3A J-29 J-30 J-31 FH-2A FH-4A J-32 J-34 J-5 FH-3 J-7 FH-1 EXTERNAL DEMAND (gpm) 0.00 0.00 322.00 6.00 1207.00 16.00 104.00 3.00 399.00 6.00 473.00 8.00 379.00 3.00 112. 00 8.00 387 .00 6.00 197.20 6.00 387.87 6.00 99 .00 8.00 275.00 8.00 118. 00 6.00 151. 00 8.00 412.00 8.00 228.00 8.00 JUNCTION ELEVATION (ft) 333.00 308.00 139.0000 0.74 139.4518 2.24 139.0000 0.00 139.0000 0.17 139.0000 0.17 139.0000 0.74 139.0000 0.57 139.0000 0.00 139.0000 0.74 139.0000 1.14 139.0000 0.00 139.0000 0.74 139.4518 0.91 139. 4518 0.40 139.4518 0.74 139.4518 0.40 EXTERNAL GRADE (ft) FH-11 0.00 313. 00 FH-12 0.00 313 .00 FH-13 16.50 305.00 FH-14 0.00 315 .00 FH-15 13.50 306.00 FH-16 0.00 307.00 FH-lA 0.00 316.00 FH-2 0.00 333.00 FH-2A 1021.00 316 .00 ~ FH-3 0.00 32 6. 00 FH-3A 0.00 320.00 FH-4 0.00 333.00 FH-4A 0.00 318.00 FH-5 0.00 313. 00 FH-6 0.00 316.00 FH-7 0.00 309.00 FH-8 0.00 303.00 FH-9 0.00 307.00 J-1 0.00 342.00 J-2 0.00 340.00 J-3 6.00 339.00 J-4 10.50 339.00 J-5 16.50 327.00 J-6 0.00 328 .00 J-7 7.50 330.00 J-8 6.00 329.00 J-9 21. 00 323.00 J -10 10.50 312.00 J-11 0.00 311. 00 J-12 0.00 305.00 J-13 0.00 307.00 J-14 12.00 314. 00 J-15 15.00 318.00 J-16 4.50 315.00 J-17 10.50 314.00 J-18 13.50 313.00 J-19 15.00 313.00 J-20 7.50 302.00 J-21 18.00 309.00 J-22 12.00 310.00 J-23 0.00 305.00 J-24 4.50 312.00 J-25 6.00 304.00 J-26 18.00 309.00 J-27 0.00 295.00 J-28 36.00 311.00 J-29 22.50 322.00 J-30 0.00 322.00 J-31 28.50 318.00 J-32 3.00 320.00 J-34 0.00 318.00 R-1 Wellborn Ele 342.00 497.00 R-2 Flow Test 311.00 466.00 0 U T P U T 0 P T I 0 N D A T A OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT S Y S T E M C 0 N F I G U R A T I 0 N NUMBER OF PIPES ................... (p) 59 NUMBER OF END NODES ............... (j) 53 NUMBER OF PRIMARY LOOPS ........... (1) 5 NUMBER OF SUPPLY NODES ............ (f) 2 NUMBER OF SUPPLY ZONES ............ (z) 1 Case: 0 RESULTS OBTAINED AFTER 6 TRIALS: ACCURACY 0.00001 S I M U L A T I 0 N D E S C R I P T I 0 N (L A B E L) M.D.W. Centre -Phase One P I P E L I N E R E S 0 L T S STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE p I p E NODE NUMBERS FLOW RATE HEAD MINOR LINE HL+ML/ HL/ N A M E #1 #2 LOSS LOSS VELO. 1000 1000 (gprn) (ft) (ft) (ft/s) (ft/ft) (ft/ft) ----------------------------------------------------------------------------------------- P-1 R-1 J-1 3689.96 3.08 0 .40 5.89 6 .95 6.16 P-10 J-4 FH-1 345.38 0 .65 0.00 2 .20 2 .24 2.24 P-11 J-7 J-8 6.00 0.02 0.00 0.27 0.15 0.15 P-12 J-9 J-5 163.71 0. 71 0.32 1.86 3.34 2.29 P-13 FH-2 J-9 184.71 0 .31 0.05 2.10 3.32 2.85 P-14 FH-4 FH-2 184.71 2 .32 0 .09 2 .10 2.96 2.85 P-15 J -3 FH-4 184. 71 0.20 0.00 1.18 0.70 0 .70 P-16 J-6 J-11 3183.47 7.82 0.00 5.08 4 . 68 4. 68 P-17 J-11 J-12 849.01 2.17 0.07 2.41 1. 69 1. 64 P-18 J-12 J-13 548.12 2.42 0.22 3 .50 5 .74 5.27 P-19 J-13 FH-7 497.12 0.55 0.94 3 .17 11. 84 4 .40 P-2 J-1 J-2 3250.97 9.25 1.49 5.19 5 .65 4 .87 P-20 J-13 FH-16 51.00 0.02 0 .01 0.33 0.08 0 .06 P-21 J -14 J-10 10.50 0.06 0 .00 0.48 0.41 0.41 P-22 J -14 FH-5 28 .50 0.00 0.00 0.18 0 .03 0 .02 P-23 FH-5 FH-14 28 .50 0.00 0.00 0.18 0.02 0 .02 P-24 FH-14 J-16 18.00 0.00 0 .00 0.11 0 .01 0.01 P-25 J-16 FH-6 0.00 0.00 0.00 0.00 0 .00 0 .00 P-26 FH-14 J-17 10.50 0.11 0.00 0.48 0.41 0.41 P-27 J-16 J-18 13.50 0.20 0 .00 0 .61 0.66 0.66 P-28 FH-7 FH-15 497.12 1. 76 0.12 3.17 4.69 4.40 P-29 FH-15 FH-8 7.50 0.00 0.00 0 .09 0.01 0 .01 P-3 J-2 J-3 3250 .97 0 .95 0.31 5 .19 6.45 4.87 P-30 FH-8 J-20 7.50 0.00 0.00 0.09 0 .01 0 .01 P-31 FH-15 J-21 476.12 5. 40 0.34 5 .40 17.50 16. 48 P-32 J-21 J-22 12.00 0.12 0.00 0.54 0.53 0.53 P-33 J-21 FH-9 446.12 2.99 0.00 5.06 14.60 14.60 P-34 FH-9 FH-13 446.12 1. 95 1.25 2.85 5.90 3.60 P-35 J-23 FH-13 739.88 3.51 2.33 4. 72 15.29 9.18 P-36 FH-13 FH-10 1169.50 12.91 8.43 7.46 35.43 21. 44 ~ P-37 FH-10 J-25 6.00 0.02 0.00 0.27 0.15 0 .15 P-38 FH-10 FH-11 1163 .50 7.24 0.63 7.43 23 .09 21.23 P-39 FH-11 J-26 18.00 0 .30 0.00 0 .82 1.12 1.12 P-4 J-3 J-4 3060.26 1.28 0.27 4.88 5 .29 4.35 P-40 FH-11 FH-12 36.00 0.02 0.00 0.23 0 .03 0.03 P-41 FH-12 J-28 36.00 0.59 0.00 1. 63 4.06 4 .06 P-42 J-1 J-23 438 .99 40.53 0.00 4.98 14.26 14.26 P-43 J-12 J-27 300.88 0.47 0.00 0.85 0.24 0.24 P-44 J-27 J-23 300.88 11.62 0.00 3.41 7.08 7 .08 P-45 J-11 R-2 2334 .46 1. 32 0.00 3. 72 2.64 2.64 P-46 FH-16 J-14 51. 00 0.02 0.00 0.33 0.06 0.06 P-47 FH-11 FH-lA 1109. 50 3.42 0 .58 7 .08 22.85 19.56 P-48 FH-lA J-15 15.00 0.20 0.01 0.68 0 .82 0 .80 P-49 FH-lA J-19 533.88 6.60 0.42 6.06 21. 80 20 .49 P-5 J-4 J-6 2704.38 4.18 0.65 4.32 4.00 3 .46 P-50 J-19 J-24 4.50 0.01 0.00 0.20 0.09 0.09 P-51 J-19 FH-2A 514.38 7.63 0.09 5.84 19.35 19.13 P-52 FH-lA FH-3A 560. 62 2.61 0.03 3.5B 5.60 5.53 P-53 FH-3A J-29 22.50 0.64 0.01 1. 02 1. 73 1. 70 P-54 FH-3A J-30 0.00 0.00 0.00 0.00 0.00 0.00 P-55 FH-3A J-31 53B.12 B.05 0.00 6 .11 20.79 20 .79 P-56 J-31 FH-2A 506.62 3.67 0.3B 5.75 20.52 lB .59 P-57 J-31 FH-4A 3.00 0.00 0.00 0.03 0.00 0.00 P-5B FH-4A J-32 3.00 0.00 0.00 0.02 0.00 0.00 P-59 FH-4A J-34 0.00 0.00 0.00 0.00 0.00 0.00 P-6 J-5 J-6 479.09 1. 97 0.42 5 .44 20.20 16.67 P-7 FH-3 J-5 331. BB 0.31 0.03 2 .12 2 .26 2.0B P-B J-7 FH-3 331. BB O.B6 0.05 2.12 2 .21 2.0B P-9 FH-1 J-7 345.3B 0.51 0.03 2.20 2.37 2.24 E N D N 0 D E R E S U L T S NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) ------------------------------------------------------------------------------ FH-1 0 .00 479.32 333.00 146.32 63.40 FH-10 0.00 425.B2 30B.OO 117.B2 51. 06 FH-11 0.00 417. 95 313.00 104.95 45.4B FH-12 0.00 417.93 313.00 104.93 45.47 FH-13 16.50 447.15 305.00 142.15 61.60 FH-14 0.00 462.39 315.00 147.39 63.B7 FH-15 13.50 459.0B 306.00 153.0B 66.33 FH-16 0.00 462 . 42 307.00 155.42 67.35 FH-lA 0.00 413 . 95 316.00 97.95 42.44 FH-2 0.00 478.91 333.00 145.91 63.23 FH-2A 1021. 00 399.21 316.00 83.21 36.06 FH-3 0.00 477.87 326.00 151.87 65.81 FH-3A 0.00 411.30 320.00 91. 30 39.56 FH-4 0.00 481. 32 333.00 148.32 64.27 FH-4A 0 .00 403.25 318.00 85.25 36.94 FH-5 0.00 462. 40 313. 00 149.40 64 .74 FH-6 0.00 4 62. 39 316.00 146.39 63.44 FH-7 0.00 460.95 309.00 151.95 65.85 FH-8 0 .00 459.08 303.00 156.08 67 .63 FH-9 0.00 450 .35 307 .00 143.35 62.12 J-1 0.00 493.52 342.00 151.52 65.66 J-2 0.00 482.78 340.00 142. 78 61. 87 J-3 6.00 481.52 339.00 142.52 61. 76 J-4 10.50 479.97 339 .00 140.97 61. 09 J-5 16.50 477.52 327.00 150.52 65.23 J-6 0.00 475.14 328 .00 147 .14 63. 76 J-7 7 .50 478.77 330.00 148.77 64 .47 J-8 6.00 478.75 329.00 149.75 64.89 J-9 21. 00 478.55 323.00 155.55 67. 41 J-10 10.50 462 . 34 312.00 150.34 65.15 J-11 0.00 467.32 311. 00 156.32 67.74 J-12 0.00 465.08 305.00 160.08 69.37 J-13 0.00 462.45 307.00 155 .45 67.36 J-14 12.00 462.40 314.00 148.40 64.31 J-15 15.00 413.75 318.00 95 .75 41. 49 J-16 4.50 462 . 39 315 .00 J-17 10.50 462 .28 314.00 J-18 13.50 462.19 313. 00 J-19 15.00 406.93 313.00 J-20 7.50 459.08 302 .00 J-21 18.00 453.34 309.00 J-22 12.00 453.23 310.00 J-23 0.00 452.99 305.00 J-24 4.50 406.92 312.00 J-25 6.00 425.80 304.00 J-26 18.00 417. 65 309.00 J-27 0.00 4 64 . 61 295.00 J-28 36.00 417.34 311. 00 J-29 22.50 410.64 322.00 J-30 0.00 411. 30 322.00 J-31 28.50 403.25 318.00 J-32 3.00 403.25 320.00 J-34 0 .00 403.25 318.00 R-1 Wellborn Ele 497.00 342.00 R-2 Flow Test 466.00 311.00 S U M M A R Y 0 F I N F L 0 W S A N D 0 U T F L 0 W S (+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES (-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES 147.39 63.87 148.28 64.26 149.19 64.65 93.93 40.70 157.08 68.07 144.34 62.55 143.23 62.06 147.99 64 .13 94.92 41.13 121.80 52.78 108.65 47.08 169.61 73.50 106.34 46.08 88.64 38.41 89.30 38.70 85.25 36.94 83.25 36.08 ~ 85.25 36.94 155.00 67.17 155.00 67.17 NODE NAME R-1 R-2 NET SYSTEM INFLOW NET SYSTEM OUTFLOW NET SYSTEM DEMAND FLOWRATE (gpm) 3689.96 -2334.46 3689.96 -2334.46 1355.50 NODE TITLE Wellborn Ele Flow Test ***** HYDRAULIC ANALYSIS COMPLETED ***** * * * * * * * * * * K Y P I P E 4 * * * * * * * * * * * * * University of Kentucky Network Modeling Software * * * * Copyrighted by KYPIPE LLC * * Version 3 -11/01/2005 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Date & Time : Thu Sep 27 15:30:59 2007 INPUT DATA FILENAME --------------C:\Users\user\RME\Projects\202- 03-2\S4P2\ENGINE-1 \0316W1RA.DT2 TABULATED OUTPUT FILENAME --------C:\Users\user\RME\Projects\202- 03-2\S4P2\ENGINE-1\0316W1RA.OT2 POSTPROCESSOR RESULTS FILENAME ---C:\Users\user\RME\Projects\202- 03-2\S4P2\ENGINE-1 \0316W1RA.RS 2 ************************************************ S U M M A R Y 0 F 0 R I G I N A L D A T A ************************************************ 0 N I T S S P E C I F I E D < % FLOWRATE ........... . gallons/minute HEAD (HGL) feet PRESSURE............ psig P I P E L I N E D A T A STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE p I p E NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR N AM E #1 #2 (ft) (in) COEFF. LOSS COEFF. ------------------------------------------------------------------------------- P-1 R-1 J-1 500.00 16.00 139. 4518 0.74 P-10 FH-1 J-4 291.00 8.00 139.4518 0.00 P-11 J-7 J-8 162.00 3.00 139.0000 0.00 P-12 J-5 J-9 308.00 6.00 139.0000 6.00 P-13 J-9 FH-2 108.00 6.00 139.4518 0 .74 P-14 FH-2 FH-4 812.00 6.00 139.4518 1.31 P-15 FH-4 J-3 291. 00 8.00 139.4518 0.00 P-16 J-6 J-11 1670.00 16.00 139. 4518 0.00 P-17 J -11 J-12 1320.00 12.00 139.4518 0.74 P-18 J-12 J-13 459 .00 8.00 139.4518 1.14 P-19 J-13 FH-7 126.00 8.00 139.4518 6.00 P-2 J-1 J-2 1900.00 16.00 139.4518 3 .57 P-20 J-13 FH-16 338.00 8.00 139.4518 3.57 P-21 J-14 J-10 146.00 3.00 139.0000 0.00 P-22 J-14 FH-5 68.00 8.00 139.4518 0.40 P-23 FH-5 FH-14 216.00 8.00 139. 4518 0 .74 P-24 FH-14 J-16 141.00 8.00 139.4518 0.74 P-25 J-16 FH-6 157.00 8.00 139.4518 0.00 P-26 FH-14 J-17 261.00 3.00 139.0000 0.00 P-27 J-16 J-18 304.00 3.00 139.0000 0.00 P-28 FH-7 FH-15 400.00 8.00 139.4518 0.74 P-29 FH-15 FH-8 247.00 6.00 139.4518 0 .74 P-3 J-3 J-2 195.00 16.00 139.4518 0.74 P-30 FH-8 J-20 176.00 6.00 139.4518 0.00 P-31 FH-15 J-21 328.00 6.00 139.4518 0.74 P-32 J-21 J-22 219.00 3.00 139.0000 0.00 P-33 J-21 FH-9 205.00 6.00 139.4518 0.00 P-34 FH-9 FH-13 541. 00 8 .00 139 .4518 9.91 P-35 FH-13 J-23 382 .00 8.00 139 .4518 6.74 P-36 FH-13 FH-10 602.00 8.00 139 . 4518 9.74 P-37 FH-10 J-25 136.00 3.00 139. 0000 0.00 P-38 FH-10 FH-11 341. 00 8.00 139.4518 0.74 P-39 FH-11 J -26 267.00 3 .00 139.0000 0.00 P-4 J-3 J-4 294 .00 16.00 139.4518 0 .74 P-40 FH-11 FH-12 443.00 8.00 139.4518 0.00 P-41 FH-12 J-28 145.00 3.00 139.0000 0.00 P-42 J-23 J-1 2842 .00 6.00 139.0000 0.00 P-43 J-12 J-27 1933.00 12.00 139.0000 0.00 P-44 J-27 J-23 1640.00 6.00 139.0000 0.00 P-45 J-11 R-2 500.00 16.00 139. 4518 0.00 P-46 FH-16 J-14 336.00 8.00 139.4518 0.00 P-47 FH-11 FH-lA 175.00 8.00 139.0000 0.74 P-48 FH-lA J-15 245 .00 3.00 139.0000 0.74 P-49 FH-lA P-5 J-4 P-50 J-19 P-51 J-19 P-52 FH-lA P-53 FH-3A P-54 FH-3A P-55 FH-3A P-56 J-31 P-57 J-31 P-58 FH-4A P-59 FH-4A P-6 J-6 P-7 J-5 P-8 FH-3 P-9 J-7 E N D N 0 D E D A T A NODE NODE NAME TITLE FH-1 FH-10 J-19 J-6 J-24 FH-2A FH-3A J-29 J-30 J-31 FH-2A FH-4A J-32 J-34 J-5 FH-3 J-7 FH-1 EXTERNAL DEMAND (gpm) 0.00 0.00 322 .00 6.00 1207.00 16.00 104.00 3 .00 399.00 6.00 473 .00 8.00 379.00 3.00 112.00 8.00 387.00 6.00 197.20 6 .00 387.87 6 .00 99.00 8.00 275.00 8.00 118. 00 6 .00 151. 00 8.00 412 .00 8.00 228 .00 8.00 JUNCTION ELEVATION (ft) 333.00 308.00 139.0000 0.74 139.4518 2.24 139. 0000 0.00 139.0000 0.17 139.0000 0.17 139.0000 0.74 139.0000 0.57 139.0000 0.00 139.0000 0.74 139.0000 1.14 139.0000 0.00 139.0000 0.74 139.4518 0.91 139.4518 0. 40 139.4518 0.74 139.4518 0. 40 EXTERNAL GRADE (ft) FH-11 0.00 313.00 FH-12 0.00 313.00 FH-13 16.50 305.00 FH-14 0.00 315.00 FH-15 13.50 306.00 FH-16 0.00 307.00 FH-lA 0.00 316.00 FH-2 0.00 333.00 FH-2A 21.00 316.00 FH-3 0.00 326.00 FH-3A 1000.00 320.00 " FH-4 0.00 333.00 FH-4A 0.00 318.00 FH-5 0.00 313. 00 FH-6 0.00 316.00 FH-7 0.00 309.00 FH-8 0.00 303.00 FH-9 0.00 307.00 J-1 0.00 342.00 J-2 0.00 340.00 J-3 6.00 339.00 J -4 10 .50 339.00 J-5 16.50 327.00 J-6 0.00 328.00 J-7 7.50 330.00 J-8 6.00 329.00 J-9 21.00 323.00 J-10 10.50 312.00 J-11 0.00 311. 00 J-12 0.00 305.00 J-13 0.00 307.00 J-14 12 .00 314.00 J-15 15.00 318.00 J-16 4.50 315.00 J -17 10.50 314.00 J-18 13.50 313.00 J-19 15 .00 313 .00 J-20 7 .50 302.00 J-21 18.00 309.00 J-22 12.00 310.00 J-23 0.00 305.00 J-24 4.50 312.00 J-25 6.00 304.00 J-26 18.00 309.00 J-27 0.00 295.00 J-28 36.00 311. 00 J-29 22.50 322.00 J-30 0.00 322.00 J-31 28.50 318.00 J-32 3 .00 320.00 J-34 0.00 318.00 R-1 Wellborn Ele 342.00 497.00 R-2 Flow Test 311. 00 466.00 0 U T P U T 0 P T I 0 N D A T A OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT S Y S T E M C 0 N F I G U R A T I 0 N NUMBER OF PIPES •.•................ (p) 59 NUMBER OF END NODES ...•.••.....••• (j) 53 NUMBER OF PRIMARY LOOPS .•.•.•..... (1) 5 NUMBER OF SUPPLY NODES •••••••.•.•• (f) 2 NUMBER OF SUPPLY ZONES •••••••••••• (z) 1 --~-----~-----~--------~--~-----------------------------------~----------- Case: 0 RESULTS OBTAINED AFTER 6 TRIALS : ACCURACY 0 .00001 S I M U L A T I 0 N D E S C R I P T I 0 N (L A B E L) M.D.W. Centre -Phase One P I P E L I N E R E S U L T S STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE p I p E NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/ N A M E ll1 #2 LOSS LOSS VELO. 1000 1000 (gprn) (ft) (ft) (ft/s) (ft/ft) (ft/ft) ----------------------------------------------------------------------------------------- P-1 R-1 J-1 3689.96 3.08 0.40 5.89 6.95 6.16 P-10 J-4 FH-1 345.38 0.65 0.00 2.20 2.24 2.24 P-11 J-7 J-8 6.00 0.02 0.00 0.27 0.15 0.15 P-12 J-9 J-5 163. 71 0. 71 0.32 1.86 3.34 2 .29 P-13 FH-2 J-9 184.71 0.31 0.05 2.10 3.32 2 .85 P-14 FH-4 FH-2 184. 71 2.32 0.09 2.10 2.96 2.85 P-15 J-3 FH-4 184.71 0.20 0.00 1.18 0.70 0.70 P-16 J-6 J-11 3183.47 7.82 0.00 5.08 4. 68 4. 68 P-17 J-11 J-12 849.01 2.17 0.07 2.41 1. 69 1. 64 P-18 J-12 J-13 548.12 2.42 0.22 3.50 5.74 5.27 P-19 J-13 FH-7 497.12 0.55 0.94 3.17 11. 84 4.40 P-2 J-1 J-2 3250.97 9.25 1.49 5.19 5.65 4.87 P-20 J-13 FH-16 51. 00 0.02 0.01 0.33 0.08 0.06 P-21 J-14 J-10 10 .50 0.06 0.00 0.48 0.41 0.41 P-22 J-14 FH-5 28.50 0.00 0.00 0.18 0.03 0.02 P-23 FH-5 FH-14 28.50 0 .00 0.00 0.18 0.02 0 .02 P-24 FH-14 J-16 18.00 0.00 0.00 0.11 0.01 0.01 P-25 J-16 FH-6 0.00 0.00 0 .00 0.00 0.00 0 .00 P-26 FH-14 J-17 10.50 0.11 0.00 0.48 0.41 0.41 P-27 J-16 J-18 13.50 0.20 0 .00 0.61 0.66 0.66 P-28 FH-7 FH-15 497.12 1. 76 0 .12 3.17 4.69 4.40 P-29 FH-15 FH-8 7 .50 0.00 0.00 0.09 0.01 0.01 P-3 J-2 J-3 3250.97 0.95 0.31 5.19 6 .45 4.87 P-30 FH-8 J-20 7.50 0.00 0.00 0.09 0.01 0.01 P-31 FH-15 J-21 476.12 5. 40 0.34 5 . 40 17.50 16.48 P-32 J-21 J-22 12 .00 0.12 0.00 0 .54 0.53 0 .53 P-33 J -21 FH-9 446.12 2.99 0.00 5.06 14. 60 14 .60 P-34 FH-9 FH-13 446.12 1. 95 1.25 2 .85 5.90 3 .60 P-35 J-23 FH-13 739.88 3.51 2.33 4. 72 15.29 9.18 P-36 FH-13 FH-10 1169.50 12.91 8 .43 7.46 35.43 21.44 ~ P-37 FH-10 J-25 6.00 0.02 0.00 0 .27 0.15 0 .15 P-38 FH-10 FH-11 1163.50 7.24 0.63 7.43 23.09 21.23 P-39 FH-11 J-26 18.00 0.30 0.00 0.82 1.12 1.12 P-4 J-3 J-4 3060.26 1.28 0.27 4.88 5.29 4 .35 P-40 FH-11 FH-12 36.00 0 .02 0.00 0.23 0.03 0.03 P-41 FH-12 J-28 36.00 0.59 0 .00 1. 63 4.06 4 .06 P-42 J-1 J-23 438.99 40.53 0.00 4.98 14.26 14.26 P-43 J-12 J-27 300.88 0 .47 0.00 0.85 0 .24 0.24 P-44 J-27 J-23 300.88 11. 62 0.00 3 .41 7.08 7.08 P-45 J-11 R-2 2334.46 1.32 0.00 3. 72 2. 64 2. 64 P-46 FH-16 J-14 51. 00 0.02 0 .00 0.33 0 .06 0.06 P-47 FH-11 FH-lA 1109 .50 3 .42 0.58 7.08 22.85 19.56 P-48 FH-lA J-15 15.00 0.20 0.01 0.68 0.82 0.80 P-49 FH-lA J-19 256.74 1. 70 0.10 2.91 5.58 5.28 P-5 J-4 J-6 2704.38 4.18 0 .65 4.32 4.00 3.46 P-50 J-19 J-24 4.50 0.01 0.00 0.20 0.09 0 .09 P-51 J-19 FH-2A 237.24 1.82 0.02 2.69 4.61 4 .56 P-52 FH-lA FH-3A 837 .76 5.50 0 .08 5.35 11 . 79 11. 63 P-53 FH-3A J-29 22.50 0.64 0 .01 1.02 1. 73 1. 70 P-54 FH-3A J-30 0.00 0.00 0 .00 0.00 0.00 0.00 P-55 J-31 FH-3A 184 .74 1.11 0.00 2.10 2 .87 2 .87 P-56 FH-2A J-31 216.24 0.76 0 .07 2.45 4 .19 3.84 P-57 J-31 FH-4A 3.00 0.00 0 .00 0.03 0.00 0.00 P-58 FH-4A J-32 3.00 0.00 0.00 0.02 0.00 0.00 P-59 FH-4A J-34 0 .00 0.00 0.00 0 .00 0.00 0.00 P-6 J-5 J-6 479 .09 1. 97 0.42 5 .44 20 .20 16.67 P-7 FH-3 J-5 331. 88 0 .31 0.03 2 .12 2.26 2.08 P-8 J-7 FH-3 331. 88 0 .86 0.05 2.12 2 .21 2.08 P-9 FH-1 J-7 345 .38 0 .51 0.03 2 .20 2.37 2.24 END NODE R E S U L T S NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) ------------------------------------------------------------------------------ FH-1 0.00 479.32 333.00 146.32 63. 40 FH-10 0.00 425.82 308.00 117. 82 51.06 FH-11 0.00 417.95 313.00 104.95 45.48 FH-12 0 .00 417 . 93 313. 00 104.93 45.47 FH-13 16.50 447 .15 305.00 142.15 61.60 FH-14 0.00 462 .39 315.00 147.39 63.87 FH-15 13.50 459.08 306.00 153.08 66.33 FH-16 0 .00 462.42 307.00 155.42 67 .35 FH-lA 0.00 413.95 316.00 97.95 42.44 FH-2 0.00 478.91 333.00 145.91 63.23 FH-2A 21.00 410.31 316 .00 94 .31 40.87 FH-3 0.00 477 .87 326.00 151. 87 65.81 FH-3A 1000.00 408.37 320.00 88.37 38.30 FH-4 0.00 481. 32 333.00 148 .32 64.27 FH-4A 0.00 409.48 318.00 91. 48 39.64 FH-5 0.00 462.40 313.00 149.40 64 .74 FH-6 0.00 462 . 39 316.00 146.39 63.44 FH-7 0.00 460.95 309.00 151. 95 65.85 FH-8 0 .00 459.08 303.00 156.08 67.63 FH-9 0.00 450.35 307.00 143.35 62.12 J-1 0.00 493.52 342.00 151. 52 65. 66 J-2 0.00 482 .78 340.00 142.78 61.87 J-3 6 .00 481. 52 339.00 142 .52 61. 76 J-4 10.50 479.97 339.00 140. 97 61. 09 J-5 16.50 477 .52 327 .00 150.52 65.23 J-6 0 .00 475.14 328 .00 147 .14 63.76 J-7 7 .50 478 .77 330.00 148. 77 64.47 J-8 6 .00 478.75 329.00 14 9. 7 5 64 .89 J-9 21. 00 478.55 323.00 155.55 67 .41 J-10 10.50 462. 34 312.00 150.34 65 .15 J-11 0.00 467.32 311. 00 156.32 67. 74 J-12 0.00 465.08 305.00 160 .08 69.37 J-13 0.00 4 62. 45 307.00 155.45 67.36 J-14 12.00 462 . 40 314.00 148 .40 64.31 J-15 15.00 413 .75 318.00 95.75 41. 49 J-16 4.50 462.39 315.00 J-17 10.50 462.28 314.00 J-18 13.50 462.19 313.00 J-19 15.00 412.15 313.00 J-20 7.50 459.08 302.00 J-21 18.00 453.34 309.00 J-22 12.00 453.23 310.00 J-23 0.00 452.99 305 .00 J-24 4.50 412.14 312.00 J-25 6.00 425.80 304.00 J-26 18.00 417.65 309.00 J-27 0.00 464.61 295.00 J-28 36.00 417 .34 311.00 J-29 22.50 407.72 322.00 J-30 0.00 408.37 322.00 J-31 28.50 409.48 318 .00 J-32 3.00 409.48 320.00 J-34 0.00 409.48 318.00 R-1 Wellborn Ele 497.00 342.00 R-2 Flow Test 466.00 311.00 S U M M A R Y 0 F I N F L 0 W S A N D 0 U T F L 0 W S (+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES (-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES 147.39 63.87 148 .28 64 .26 149.19 64.65 99.15 42.97 157.08 68.07 144 .34 62.55 143.23 62.06 147.99 64.13 100.14 43.39 121.80 52.78 108.65 47.08 169.61 73.50 106.34 46.08 85. 72 37 .14 ~ 86.37 37.43 91. 48 39.64 89.48 38.78 91. 48 39.64 155.00 67.17 155.00 67.17 NODE NAME R-1 R-2 NET SYSTEM INFLOW NET SYSTEM OUTFLOW NET SYSTEM DEMAND FLOWRATE (gpm) 3689.96 -2334.46 3689.96 -2334.46 1355.50 NODE TITLE Wellborn Ele Flow Test ***** HYDRAULIC ANALYSIS COMPLETED ***** * * * * * * * * * * K Y P I P E 4 * * * * * * * * * * * * * University of Kentucky Network Modeling Software * * * * Copyrighted by KYPIPE LLC * * Version 3 -11/01/2005 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Date & Time: Thu Sep 27 15:39:43 2007 INPUT DATA FILENAME--------------C:\Users\user\RME\Projects\202- 03-2\S4P2\ENGINE-l\0316WlRA.DT2 TABULATED OUTPUT FILENAME --------C:\Users\user\RME\Projects\202- 03-2\S4P2\ENGINE-l\0316WlRA.OT2 POSTPROCESSOR RESULTS FILENAME ---C:\Users\user\RME\Projects\202- 03-2\S4P2\ENGINE-l \0316WlRA.RS2 ************************************************ S U M M A R Y 0 F 0 R I G I N A L D A T A ************************************************ 0 N I T S S P E C I F I E D FLOWRATE ........... . gallons/minute HEAD (HGL) feet PRESSURE............ psig P I P E L I N E D A T A STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE p I p E NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR N A M E #1 #2 (ft) (in) COEFF. LOSS COEFF. ------------------------------------------------------------------------------- P-1 R-1 J-1 500.00 16.00 139.4518 0.74 P-10 FH-1 J-4 291.00 8.00 139.4518 0.00 P-11 J-7 J-8 162. 00 3.00 139.0000 0.00 P-12 J-5 J-9 308 .00 6.00 139.0000 6.00 P-13 J-9 FH-2 108.00 6.00 139.4518 0.74 P-14 FH-2 FH-4 812.00 6.00 139.4518 1.31 P-15 FH-4 J-3 291. 00 8.00 139.4518 0.00 P-16 J-6 J-11 1670.00 16.00 139.4518 0.00 P-17 J-11 J-12 1320.00 12.00 139.4518 0.74 P-18 J-12 J-13 459.00 8.00 139.4518 1.14 P-19 J-13 FH-7 126.00 8.00 139.4518 6.00 P-2 J-1 J-2 1900.00 16.00 139.4518 3.57 P-20 J-13 FH-16 338.00 8.00 139.4518 3.57 P-21 J-14 J-10 146.00 3 .00 139.0000 0.00 P-22 J-14 FH-5 68.00 8.00 139.4518 0.40 P-23 FH-5 FH-14 216.00 8.00 139.4518 0.74 P-24 FH-14 J-16 141.00 8.00 139.4518 0.74 P-25 J-16 FH-6 157.00 8.00 139.4518 0.00 P-26 FH-14 J-17 261. 00 3.00 139.0000 0.00 P-27 J-16 J-18 304.00 3.00 139.0000 0.00 P-28 FH-7 FH-15 400.00 8.00 139.4518 0.74 P-29 FH-15 FH-8 247.00 6.00 139.4518 0.74 P-3 J-3 J-2 195.00 16.00 139.4518 0.74 P-30 FH-8 J-20 176.00 6.00 139.4518 0.00 P-31 FH-15 J-21 328.00 6 .00 139.4518 0.74 P-32 J-21 J-22 219.00 3.00 139.0000 0.00 P-33 J-21 FH-9 205.00 6.00 139.4518 0.00 P-34 FH-9 FH-13 541. 00 8.00 139.4518 9 .91 P-35 FH-13 J-23 382.00 8.00 139.4518 6.74 P-36 FH-13 FH-10 602.00 8.00 139.4518 9.74 P-37 FH-10 J-25 136.00 3.00 139.0000 0.00 P-38 FH-10 FH-11 341. 00 8.00 139. 4518 0.74 P-39 FH-11 J-26 267 . 00 3.00 139.0000 0.00 P-4 J-3 J-4 294.00 16.00 139.4518 0.74 P-40 FH-11 FH-12 443 .00 8.00 139.4518 0.00 P-41 FH-12 J-28 145 .00 3.00 139.0000 0.00 P-42 J-23 J-1 2842.00 6 .00 139.0000 0.00 P-43 J-12 J-27 1933.00 12.00 139.0000 0.00 P-44 J-27 J-23 1640.00 6.00 139.0000 0.00 P-45 J-11 R-2 500.00 16.00 139.4518 0.00 P-46 FH-16 J-14 336 .00 8.00 139.4518 0.00 P-47 FH-11 FH-lA 175.00 8.00 139.0000 0.74 P-48 FH-lA J-15 245.00 3.00 139.0000 0.74 P-49 FH-lA P-5 J-4 P-50 J-19 P-51 J-19 P-52 FH-lA P-53 FH-3A P-54 FH-3A P-55 FH-3A P-56 J-31 P-57 J-31 P-58 FH-4A P-59 FH-4A P-6 J-6 P-7 J-5 P-8 FH-3 P-9 J-7 E N D N 0 D E D A T A NODE NAME FH-1 FH-10 NODE TITLE J-19 J-6 J-24 FH-2A FH-3A J-29 J-30 J-31 FH-2A FH-4A J-32 J-34 J-5 FH-3 J-7 FH-1 EXTERNAL DEMAND (gpm) 0.00 0.00 322.00 6.00 1207.00 16.00 104.00 3.00 399.00 6.00 473.00 8.00 379.00 3.00 112. 00 8.00 387.00 6.00 197.20 6.00 387.87 6.00 99.00 8.00 275.00 8.00 118 . 00 6.00 151. 00 8.00 412.00 8.00 228 .00 8.00 JUNCTION ELEVATION (ft) 333.00 308.00 139.0000 0.74 139.4518 2.24 139. 0000 0.00 139.0000 0.17 139.0000 0.17 139.0000 0.74 139.0000 0.57 139.0000 0.00 139.0000 0.74 139.0000 1.14 139.0000 0.00 139.0000 0.74 139.4518 0.91 139.4518 0.40 139.4518 0.74 139.4518 0.40 EXTERNAL GRADE (ft) FH-11 0.00 313.00 FH-12 0.00 313.00 FH-13 16.50 305.00 FH-14 0.00 315.00 FH-15 13.50 306.00 FH-16 0.00 307.00 FH-lA 0.00 316.00 FH-2 0.00 333.00 FH-2A 21. 00 316.00 FH-3 0.00 326.00 FH-3A 0.00 320.00 FH-4 0.00 333.00 FH-4A 1000.00 318.00 ~ FH-5 0.00 313.00 FH-6 0.00 316.00 FH-7 0.00 309.00 FH-8 0.00 303.00 FH-9 0.00 307.00 J-1 0.00 342.00 J-2 0.00 340.00 J-3 6.00 339.00 J-4 10.50 339.00 J-5 16.50 327.00 J-6 0.00 328.00 J-7 7.50 330.00 J-8 6.00 329.00 J-9 21.00 323.00 J-10 10.50 312.00 J-11 0.00 311.00 J-12 0.00 305.00 J-13 0.00 307.00 J-14 12.00 314 .00 J-15 15.00 318.00 J-16 4.50 315.00 J-17 10.50 314. 00 J-18 13.50 313 .00 J-19 15.00 313.00 J-20 7.50 302.00 J-21 18.00 309.00 J-22 12.00 310.00 J-23 0.00 305.00 J-24 4.50 312.00 J-25 6.00 304.00 J-26 18.00 309 .00 J-27 0.00 295 .00 J-28 36.00 311. 00 J-29 22.50 322.00 J-30 0.00 322.00 J-31 28.50 318.00 J-32 3.00 320.00 J-34 0.00 318.00 R-1 Wellborn Ele 342.00 497.00 R-2 Flow Test 311.00 466 .00 0 U T P U T 0 P T I 0 N D A T A OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT S Y S T E M C 0 N F I G 0 R A T I 0 N NUMBER OF PIPES ................... (p) 59 NUMBER OF END NODES ............... (j) 53 NUMBER OF PRIMARY LOOPS ........... (1) 5 NUMBER OF SUPPLY NODES ............ (f) 2 NUMBER OF SUPPLY ZONES ............ (z) 1 Case: 0 RESULTS OBTAINED AFTER 6 TRIALS: ACCURACY 0.00001 S I M U L A T I 0 N D E S C R I P T I 0 N (L A B E L) M.D.W. Centre -Phase One P I P E L I N E R E S U L T S STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE p I p E NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/ N A ME #1 #2 LOSS LOSS VELO. 1000 1000 (gpm) (ft) (ft) (ft/s) (ft/ft) (ft/ft) ----------------------------------------------------------------------------------------- P-1 R-1 J-1 3689.96 3.08 0.40 5.89 6.95 6.16 P-10 J-4 FH-1 345.38 0.65 0.00 2.20 2 .24 2 .24 P-11 J-7 J-8 6.00 0.02 0.00 0.27 0 .15 0.15 P-12 J-9 J-5 163. 71 0 . 71 0 .32 1. 86 3.34 2.29 P-13 FH-2 J-9 184.71 0.31 0.05 2.10 3 .32 2.85 P-14 FH-4 FH-2 184.71 2.32 0 .09 2.10 2 .96 2.85 P-15 J-3 FH-4 184.71 0.20 0.00 1.18 0.70 0.70 P-16 J-6 J-11 3183.47 7.82 0.00 5.08 4. 68 4.68 P-17 J-11 J-12 849.01 2 .17 0.07 2. 41 1. 69 1. 64 P-18 J-12 J-13 548.12 2.42 0.22 3.50 5.74 5.27 P-19 J-13 FH-7 497.12 0.55 0.94 3 .17 11.84 4.40 P-2 J-1 J -2 3250 .97 9.25 1.49 5.19 5.65 4.87 P-20 J-13 FH-16 51. 00 0.02 0.01 0.33 0.08 0.06 P-21 J-14 J-10 10.50 0.06 0 .00 0.48 0 .41 0 .41 P-22 J-14 FH-5 28 .50 0.00 0.00 0.18 0.03 0.02 P-23 FH-5 FH-14 28.50 0.00 0.00 0.18 0.02 0 .02 P-24 FH-14 J-16 18.00 0.00 0.00 0.11 0.01 0.01 P-25 J-16 FH-6 0.00 0.00 0.00 0.00 0.00 0.00 P-26 FH-14 J-17 10.50 0.11 0.00 0 .48 0.41 0.41 P-27 J-16 J-18 13.50 0.20 0.00 0.61 0.66 0.66 P-28 FH-7 FH-15 497 .12 1. 76 0.12 3.17 4.69 4.40 P-29 FH-15 FH-8 7.50 0.00 0.00 0.09 0.01 0.01 P-3 J-2 J-3 3250.97 0.95 0.31 5.19 6.45 4.87 P-30 FH-8 J-20 7.50 0.00 0.00 0.09 0.01 0.01 P-31 FH-15 J-21 476.12 5. 40 0.34 5.40 17.50 16 . 48 P-32 J-21 J-22 12 .00 0.12 0.00 0.54 0.53 0.53 P-33 J-21 FH-9 446.12 2 .99 0.00 5.06 14.60 14.60 P-34 FH-9 FH-13 446.12 1.95 1.25 2 .85 5.90 3.60 P-35 J-23 FH-13 739.88 3.51 2.33 4. 72 15.29 9.18 P-36 FH-13 FH-10 1169.50 12.91 8.43 7.46 35.43 21. 44 P-37 FH-10 J-25 6.00 0.02 0.00 0.27 0.15 0.15 P-38 FH-10 FH-11 1163 .50 7.24 0.63 7.43 23.09 21.23 P-39 FH-11 J-26 18.00 0.30 0.00 0.82 1.12 1.12 P-4 J-3 J-4 3060.26 1.28 0.27 4.88 5.29 4.35 P-40 FH-11 FH-12 36.00 0.02 0.00 0.23 0.03 0.03 P-41 FH-12 J-28 36.00 0.59 0.00 1.63 4.06 4.06 P-42 J-1 J-23 438 .99 40.53 0.00 4.98 14.26 14 .26 P-43 J-12 J-27 300.88 0.47 0 .00 0.85 0.24 0.24 P-44 J-27 J-23 300.88 11. 62 0.00 3.41 7.08 7.08 P-45 J-11 R-2 2334.46 1. 32 0.00 3. 72 2 . 64 2 .64 P-46 FH-16 J-14 51.00 0.02 0.00 0.33 0.06 0.06 P-47 FH-11 FH-lA 1109.50 3.42 0.58 7.08 22.85 19.56 P-48 FH-lA J-15 15.00 0.20 0.01 0.68 0.82 0.80 P-49 FH-lA J-19 455 .80 4.92 0.31 5.17 16.24 15 .29 P-5 J-4 J-6 2704.38 4.18 0.65 4.32 4.00 3.46 P-50 J-19 J-24 4.50 0.01 0.00 0.20 0.09 0.09 P-51 J-19 FH-2A 436.30 5.63 0.06 4 .95 14 .26 14.10 P-52 FH-lA FH-3A 638.70 3 .33 0 .04 4.08 7.13 7.03 P-53 FH-3A J-29 22 .50 0.64 0 .01 1.02 1. 73 1. 70 P-54 FH-3A J-30 0 .00 0 .00 0.00 0.00 0.00 0.00 P-55 FH-3A J-31 616.20 10 .34 0.00 6.99 26 . 72 26. 72 P-56 FH-2A J-31 415 .30 2.54 0 .26 4.71 14.16 12.87 P-57 J-31 FH-4A 1003 .00 25.55 2.29 11.38 71. 78 65.87 ~ P-58 FH-4A J-32 3 .00 0 .00 0.00 0.02 0.00 0 .00 P-59 FH-4A J-34 0.00 0.00 0.00 0.00 0 .00 0.00 P-6 J-5 J-6 479 .09 1. 97 0.42 5.44 20.20 16.67 P-7 FH-3 J-5 331.88 0.31 0.03 2.12 2.26 2.08 P-8 J-7 FH-3 331. 88 0 .86 0.05 2.12 2 .21 2 .08 P-9 FH-1 J-7 345.38 0.51 0 .03 2.20 2.37 2.24 END NODE R E S 0 L T S NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gprn) (ft) (ft) (ft) (psi) ------------------------------------------------------------------------------ FH-1 0.00 479.32 333.00 146.32 63.40 FH-10 0.00 425.82 308.00 117.82 51. 06 FH-11 0.00 417.95 313.00 104.95 45.48 FH-12 0.00 417.93 313. 00 104 .93 45 .47 FH-13 16.50 447.15 305.00 142.15 61.60 FH-14 0.00 462.39 315.00 147.39 63 .87 FH-15 13.50 459.08 306.00 153.08 66.33 FH-16 0.00 462.42 307.00 155.42 67.35 FH-lA 0.00 413.95 316.00 97.95 42.44 FH-2 0.00 478.91 333.00 145.91 63 .2 3 FH-2A 21. 00 403.03 316.00 87.03 37.71 FH-3 0.00 477.87 326.00 151. 87 65. 81 FH-3A 0.00 410.58 320.00 90.58 39 .25 FH-4 0.00 481. 32 333.00 148.32 64.27 FH-4A 1000.00 372.39 318.00 54.39 23.57 FH-5 0.00 4 62. 40 313.00 149.40 64 .74 FH-6 0.00 462.39 316.00 146.39 63.44 FH-7 0.00 460.95 309.00 151. 95 65.85 FH-8 0.00 459.08 303.00 156.08 67. 63 FH-9 0.00 450.35 307.00 143.35 62.12 J-1 0.00 493.52 342.00 151.52 65.66 J-2 0.00 482.78 340.00 142.78 61.87 J-3 6.00 481. 52 339.00 142. 52 61. 76 J-4 10.50 479.97 339.00 140.97 61. 09 J-5 16.50 477.52 327.00 150.52 65.23 J-6 0.00 475 .14 328.00 147.14 63. 76 J-7 7.50 478 .77 330.00 148. 77 64.47 J-8 6.00 478.75 329.00 149.75 64.89 J-9 21. 00 478.55 323.00 155.55 67. 41 J-10 10.50 462.34 312.00 150.34 65.15 J-11 0.00 467 .32 311 . 00 156.32 67.74 J-12 0.00 465.08 305.00 160.08 69.37 J-13 0.00 4 62. 45 307.00 155.45 67.36 J-14 12.00 462.40 314.00 148.40 64.31 J-15 15.00 413 .75 318.00 95.75 41. 49 J-16 4 .50 462.39 315.00 J-17 10.50 462.28 314.00 J-18 13.50 462.19 313.00 J-19 15.00 408.72 313.00 J-20 7 .50 459.08 302.00 J-21 18.00 453.34 309.00 J-22 12.00 453.23 310.00 J-23 0.00 452.99 305.00 J-24 4.50 408.71 312.00 J-25 6.00 425.80 304.00 J-26 18.00 417. 65 309.00 J-27 0.00 464.61 295.00 J-28 36.00 417.34 311.00 J-29 22.50 409.92 322.00 J-30 0.00 410.58 322.00 J-31 28.50 400.24 318.00 J-32 3.00 372.39 320.00 J-34 0.00 372.39 318.00 R-1 Wellborn Ele 497.00 342.00 R-2 Flow Test 466.00 311. 00 S U M M A R Y 0 F I N F L 0 W S A N D 0 U T F L 0 W S (+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES (-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES 147.39 63.87 148.28 64 .26 149.19 64.65 95.72 41.48 157.08 68.07 144. 34 62.55 143.23 62.06 147.99 64.13 96. 71 41. 91 121.80 52.78 108.65 47.08 169.61 73.50 106.34 46.08 87.92 38.10 88.58 38.38 82.24 35. 64 52.39 22.70 4ic:'- 54.39 23.57 155.00 67.17 155.00 67.17 NODE NAME R-1 R-2 NET SYSTEM INFLOW NET SYSTEM OUTFLOW NET SYSTEM DEMAND FLOWRATE (gpm) 3689.96 -2334.46 3689.96 -2334.46 1355.50 NODE TITLE Wellborn Ele Flow Test ***** HYDRAULIC ANALYSIS COMPLETED ***** PROPOSED SANITARY SEWER COLLECTION SYSTEM SCHEMATIC MAP I -----; - @ l,Ai~~ / \ I I I I © 0 SECTION 1A PHASE TWO SANITARY SEWER LINE "S2" (St£ SHEET S-01 z ~ ..J CD 3' 0 Cl < w " "' w w "' u \ \ PRELIMINARY PLAT WINSTORM HYDRAULIC ANALYSIS DATA stmOutput WinStorm (STORM DRAIN DESIGN) PROJECT NAME : 202 JOB NUMBER 0316 PROJECT DESCRIPTION : Section 4, Phase Two DESIGN FREQUENCY MEASUREMENT UNITS: 2 Years ENGLISH OUTPUT FOR DESIGN FREQUENCY of: 2 Years =========================================== Runoff Computation for Design Frequency. ID C Value MH-1 0.0 MH-2 0.0 MH-3 0.0 MH-4 0.0 MH-5 0.0 MH-6 0.0 MH-7 0.0 MH-8 0.0 9 0.0 -10 0.0 MH-11 0.0 MH-12 0.0 MH-13 0.0 MH-14 0.0 MH-16 0.0 MH-17 0.0 MH-18 0.0 MH-19 0.0 MH-20 0.0 MH-21 0.0 MH-23 0.0 MH-26 0.0 MH-27 0.0 MH-29 0.0 MH-33 0.0 MH-34 0.0 MH-35 0.0 MH-36 0.0 MH-37 0.0 MH-38 0.0 MH-39 0.0 MH-40 0.0 Area Tc (acre) (min) 0.00 10.00 0.00 10.00 0.00 10.00 0.00 10.00 0.00 10.00 0.00 10.00 0.00 10.00 0.00 10.00 0.00 10.00 0.00 10.00 0 .00 10.00 0.00 10.00 0.00 10.00 0.00 10.00 0.00 10.00 0.00 10.00 0.00 10.00 0.00 10.00 0.00 10.00 0.00 10.00 0.00 10.00 0.00 10.00 0.00 10.00 0.00 10.00 0.00 10.00 0.00 10.00 0.00 10.00 0.00 10.00 0.00 10.00 0.00 10.00 0.00 10.00 0.00 10.00 Tc Used (min) 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Intensity (in/hr) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page 1 Version 3.05, Jan. 25, 2002 Run @ 9/27/2007 5:01:36 PM Supply Q (cfs) 0.003 0.013 0.046 0.013 0.007 0.013 0.013 0.012 0.010 0.020 0.007 0.018 0.010 0.105 0.015 0.008 0.007 0.043 0.010 0.005 0.079 0.000 0.012 0.003 0.007 0.013 0 .040 0.007 0.007 0.013 0.010 0.117 Total Q (cfs) 0.003 0.013 0.046 0.013 0.007 0.013 0.013 0.012 0.010 0.020 0.007 0.018 0.010 0.105 0.015 0.008 0.007 0.043 0.010 0.005 0.079 0.000 0.012 0.003 0.007 0.013 0.040 0.007 0.007 0.013 0.010 0.117 --···---r:--- MH-41 0.0 0.00 10.00 0.00 0.00 0.008 0.008 MH-42 0.0 0.00 10.00 0.00 0.00 0.152 0.152 44 0.0 0.00 10.00 0.00 0.00 0.010 0.010 45 0.0 0.00 10.00 0.00 0.00 0.026 0.026 MH-46 0.0 0.00 10.00 0.00 0.00 0.043 0.043 MH-47 0.0 0.00 10.00 0.00 0.00 0.013 0.013 MH-48 0.0 0.00 10.00 0.00 0.00 0.003 0.003 MH-49 0.0 0.00 10.00 0.00 0.00 0.003 0.003 MH-50 0.0 0.00 10.00 0.00 0.00 0.005 0.005 MH-51 0.0 0.00 10.00 0.00 0.00 0.005 0.005 MH-52 0.0 0.00 10.00 0.00 0.00 0.003 0.003 MH-53 0.0 0.00 10.00 0.00 0.00 0.003 0.003 MH-54 0.0 0.00 10.00 0.00 0.00 0.008 0.008 MH-55 0 .0 0.00 10.00 0.00 0.00 0.010 0.010 MH-56 0.0 0.00 10.00 0.00 0.00 0.012 0.012 MH-57 0.0 0.00 10.00 0.00 0.00 0.018 0.018 MH-58 0.0 0.00 10.00 0.00 0.00 0.003 0.003 MH-59 0.0 0.00 10.00 0.00 0.00 0.005 0.005 MH-60 0.0 0.00 10.00 0.00 0.00 0.015 0.015 MH-61 0.0 0.00 10.00 0.00 0.00 0.007 0.007 MH-62 0.0 0.00 10.00 0.00 0.00 0.010 0.010 MH-63 0.0 0.00 10.00 0.00 0.00 0.015 0.015 MH-6 4 0.0 0.00 10.00 0.00 0.00 0.002 0.002 MH-65 0.0 0.00 10.00 0.00 0.00 0.005 0.005 MH-66 0.0 0.00 10.00 0.00 0.00 0.005 0.005 MH-67 0.0 0.00 10.00 0.00 0.00 0.008 0.008 MH-68 0.0 0.00 10.00 0.00 0.00 0.044 0.044 MH-69 0 .0 0.00 10.00 0.00 0.00 0.044 0.044 70 0.0 0.00 10.00 0.00 0.00 0.007 0.007 -71 0.0 0.00 10.00 0.00 0.00 0.092 0.092 MH-72 0.0 0.00 10.00 0.00 0.00 0.025 0 .025 ----------------------------------------------------------------------------- Cumulative Junction Discharge Computations ================================================================================= Node Node Weighted Cumulat. Cumulat. Intens. User Additional Total I. D. Type C-Value Dr.Area Tc Supply Q Q in Node Disch. (acres) (min) (in/hr) cfs) (cfs) (cfs) --------------------------------------------------------------------------------- MH-1 CircMh 0.000 0.00 0.00 0.00 0.003 0.00 0.003 MH-2 CircMh 0.000 0.00 10.09 6.30 0.017 0.00 0.017 MH-3 CircMh 0.000 0.00 18.11 4.69 0.307 0.00 0.307 MH-4 CircMh 0.000 0.00 19.55 4.49 0.320 0.00 0.320 MH-5 CircMh 0.000 0.00 20.38 4.38 0.327 0.00 0.327 MH-6 CircMh 0.000 0.00 22.03 4.19 0.340 0.00 0.340 MH-7 CircMh 0.000 0.00 23.70 4.01 0.353 0.00 0.353 MH-8 CircMh 0.000 0.00 24.68 3.91 0.365 0.00 0.365 MH-9 CircMh 0.000 0.00 25.98 3.79 0.375 0.00 0.375 MH-10 CircMh 0.000 0.00 28.76 3.56 0.520 0.00 0.520 MH-11 CircMh 0.000 0.00 29.65 3.49 0.537 0.00 0.537 Page 2 stmoutput MH-12 CircMh 0.000 0.00 31.43 3.36 0.555 0.00 0.555 13 CircMh 0.000 0.00 33.22 3.24 0.565 0.00 0.565 -14 CircMh 0.000 0.00 34.52 3.16 0.670 0.00 0.670 MH-15 CircMh 0.000 0.00 35.51 3.11 0.670 0.00 0.670 MH-16 CircMh 0.000 0.00 37.48 3.00 0.685 .0.00 0.685 MH-17 CircMh 0.000 0.00 38.63 2.94 0.719 0.00 0.719 MH-18 CircMh 0.000 0.00 39.44 2.90 0.766 0.00 0.766 MH-19 CircMh 0.000 0.00 41.34 2.81 1. 201 0.00 1. 201 MH-20 CircMh 0.000 0.00 41. 92 2.78 1. 211 0.00 1.211 MH-21 CircMh 0.000 0.00 42.69 2.75 1. 216 0.00 1.216 MH-22 CircMh 0.000 0.00 43.35 2.72 1. 216 0.00 1.216 MH-23 CircMh 0.000 0.00 45.20 2.64 1. 295 0.00 1. 295 MH-24 CircMh 0.000 0.00 45.73 2.62 1. 295 0.00 1. 295 MH-25 CircMh 0.000 0.00 46.04 2.61 1. 295 0.00 1. 295 MH-26 CircMh 0.000 0.00 11.51 5.93 0.287 0.00 0.287 MH-27 CircMh 0.000 0.00 12.85 5.62 0.346 0.00 0.346 MH-28 CircMh 0.000 0.00 13.97 5.39 0.346 0.00 0.346 MH-29 CircMh 0.000 0.00 14.87 5.22 0.353 0.00 0.353 MH-30 CircMh 0.000 0.00 17.65 4.76 0.353 0.00 0.353 MH-31 CircMh 0.000 0.00 19.12 4.55 0.353 0.00 0.353 MH-32 CircMh 0.000 0.00 19.80 4.46 0.373 0.00 0.373 MH-33 CircMh 0.000 0.00 21. 4 7 4.25 0.380 0.00 0.380 MH-34 CircMh 0.000 0.00 23.78 4.00 0.393 0.00 0.393 MH-35 CircMh 0.000 0.00 0.00 0.00 0.040 0.00 0.040 MH-36 CircMh 0.000 0.00 0.00 0.00 0.007 0.00 0.007 MH-37 CircMh 0.000 0.00 10.00 6.33 0.013 0.00 0.013 -38 CircMh 0.000 0.00 10.00 6.33 0.026 0.00 0.026 -39 CircMh 0.000 0.00 0.00 0.00 0.010 0.00 0.010 CircMh 0.000 0.00 0.00 0.00 0 .117 0.00 0.117 MH-41 CircMh 0.000 0.00 10.00 6.33 0.126 0.00 0.126 MH-42 CircMh 0.000 0.00 0.00 0.00 0.152 0.00 0.152 MH-43 CircMh 0.000 0.00 10.00 6.33 0.152 0.00 0.152 MH-44 CircMh 0.000 0.00 0.00 0.00 0.010 0.00 0.010 MH-45 CircMh 0.000 0.00 10.00 6.33 0.050 0.00 0.050 MH-46 CircMh 0.000 0.00 10.00 6.33 0.093 0.00 0.093 MH-47 CircMh 0.000 0.00 0.00 0.00 0.013 0.00 0.013 MH-48 CircMh 0.000 0.00 0.00 0.00 0.003 0.00 0.003 MH-49 CircMh 0.000 0.00 10.00 6.33 0.007 0.00 0.007 MH-50 CircMh 0.000 0.00 10.00 6.33 0.012 0.00 0.012 MH-51 CircMh 0.000 0.00 10.00 6.33 0.017 0.00 0.017 MH-52 CircMh 0.000 0.00 10.00 6.33 0.020 0.00 0.020 MH-53 CircMh 0.000 0.00 0.00 0.00 0.003 0.00 0.003 MH-54 CircMh 0.000 0.00 0.00 0.00 0.008 0.00 0.008 MH-55 CircMh 0.000 0.00 10.00 6.33 0.018 0.00 0.018 MH-56 CircMh 0.000 0.00 10.00 6.33 0.030 0.00 0.030 MH-57 CircMh 0.000 0.00 10.00 6.33 0.048 0.00 0.048 LS CircMh 0.000 0.00 46.04 2.61 1. 295 0.00 1. 295 MH-58 CircMh 0.000 0.00 10.54 6.18 0.287 0.00 0.287 MH-59 CircMh 0.000 0.00 10.00 6.33 0.284 0.00 0.284 MH-60 CircMh 0.000 0.00 10.00 6.33 0.151 0.00 0.151 MH-61 CircMh 0.000 0.00 10.00 6.33 0.136 0.00 0.136 Page 3 strnOutput MH-62 CircMh 0.000 0.00 0.00 0.00 0.010 0.00 0.010 63 CircMh 0.000 0.00 10.00 6 .33 0.127 0.00 0.127 64 CircMh 0.000 0.00 10.00 6.33 0.119 0.00 0.119 MH-65 CircMh 0.000 0.00 10.00 6.33 0.112 0 .00 0.112 MH-66 CircMh 0.000 0.00 10.00 6.33 0.107 0.00 0.107 MH-67 CircMh 0.000 0.00 10.00 6.33 0.052 0.00 0.052 MH-68 CircMh 0.000 0.00 0.00 0.00 0.044 0.00 0.044 MH-69 CircMh 0.000 0.00 10.00 6.33 0.051 0.00 0.051 MH-70 CircMh 0.000 0.00 0.00 0.00 0.007 0.00 0.007 MH-71 CircMh 0.000 0.00 0.00 0.00 o. 092 0.00 0.092 MH-73 CircMh 0.000 0.00 10.00 6.33 0.117 0.00 0.117 MH-72 CircMh 0.000 0.00 0.00 0.00 0.025 0.00 0.025 --------------------------------------------------------------------------------- Conveyance Configuration Data ================================================================================== Run# Node I.D. Flowline Elev. us DS us DS Shape # Span Rise Length Slope n value (ft) (ft) (ft) (ft) (ft) ( % ) ---------------------------------------------------------------------------------- 1 MH-1 MH-2 328.39 316.74 Circ 1 0.00 0.67 582.37 2.00 0.013 2 MH-2 MH-3 316.64 313.50 Circ 1 0.00 0.67 499.00 0.63 0.013 3 MH-3 MH-4 313.40 312.25 Circ 1 0.00 0.67 202.24 0.57 0.013 MH-4 MH-5 312.15 311 .4 1 Circ 1 0.00 0.67 121.99 0.61 0.013 MH-5 MH-6 311. 31 309.87 Circ 1 0.00 0.67 241.44 0.60 0.013 MH-6 MH-7 309.77 308.29 Circ 1 0.00 0.67 246 .37 0.60 0.013 MH-7 MH-8 308.19 307.30 Circ 1 0.00 0.67 147.45 0.60 0.013 MH-8 MH-9 307.20 306.03 Circ 1 0.00 0.67 196.23 0.60 0.013 9 MH-9 MH-10 305.93 303.39 Circ 1 0.00 0.67 422.47 0.60 0.013 10 MH-10 MH-11 303.29 302 .40 Circ 1 0.00 0.67 147.73 0.60 0.013 11 MH-11 MH-12 302.30 300.54 Circ 1 0.00 0.67 295.04 0.60 0.013 12 MH-12 MH-13 300.37 299.35 Circ 1 0.00 0.83 256.72 0. 40 0.013 13 MH-13 MH-14 299.25 298.50 Circ 1 0.00 0.83 188.82 0.40 0.013 14 MH-14 MH-15 298.40 297 .80 Circ 1 0.00 0.83 149.65 0.40 0.013 15 MH-15 MH-16 297.70 296.50 Circ 1 0.00 0.83 298.28 0.40 0.013 16 MH-16 MH-17 296.40 295.70 Circ 1 0.00 0.83 175.36 0.40 0.013 17 MH-17 MH-18 295.60 295.10 Circ 1 0.00 0.83 124.67 0.40 0.013 18 MH-18 MH-19 295.00 293.80 Circ 1 0.00 0.83 298.65 0.40 0.013 19 MH-19 MH-20 293.70 292 .40 Circ 1 0.00 0.83 139.67 0.93 0.013 20 MH-20 MH-21 292.30 290.50 Circ 1 0.00 0.83 186.82 0.96 0.013 21 MH-21 MH-22 290.40 288.86 Circ 1 0.00 0.83 161. 35 0.95 0.013 22 MH-22 MH-23 288.76 284.49 Circ 1 0.00 0.83 450.41 0.95 0.013 23 MH-23 MH-24 284.39 283.15 Circ 1 0.00 0.83 130.50 0.95 0.013 24 MH-24 MH-25 283.05 282.36 Circ 1 0.00 0.83 74.19 0.93 0.013 25 MH-25 LS 271.11 271. 00 Circ 1 0.00 1. 00 10.00 1.10 0.013 26 MH-26 MH-27 302.64 301. 99 Circ 1 0.00 0.67 162.75 0.40 0.013 27 MH-27 MH-28 301.89 301.32 Circ 1 0.00 0.67 143.59 0.40 0.013 28 MH-28 MH-29 301.22 300.76 Circ 1 0.00 0.67 115.30 0.40 0.013 29 MH-29 MH-30 300.66 299.23 Circ 1 0.00 0.67 355.67 0.40 0.013 30 MH-30 MH-31 299.13 298.38 Circ 1 0.00 0.67 187.88 0.40 0.013 Page 4 31 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 60 61 62 63 64 65 66 67 68 69 70 71 72 73 MH-31 MH-32 MH-32 MH-33 MH-33 MH-34 MH-34 MH-19 MH -35 MH-18 MH-36 MH-37 MH-37 MH-38 MH-38 MH-17 MH-39 MH-11 MH-40 MH-41 MH-41 MH-10 MH-42 MH-43 MH-43 MH-3 MH-44 MH-45 MH-45 MH-46 MH -46 MH-3 MH-47 MH-45 MH-48 MH-49 MH-49 MH-50 MH-50 MH-51 MH-51 MH-52 MH-52 MH-32 MH-53 MH-29 MH-54 MH-55 MH-55 MH-56 MH-56 MH-57 MH-57 MH-27 MH-58 MH-26 MH-59 MH-58 MH-60 MH-59 MH-61 MH-60 MH-62 MH-61 MH-63 MH-59 MH-64 MH-61 MH-65 MH-63 MH-66 MH-65 MH-67 MH-66 MH-68 MH-67 MH-69 MH-66 MH-70 MH-69 MH-73 MH-64 MH-71 MH-73 MH-72 MH-73 298.28 297.84 296.86 295 .55 295.96 303 .59 300.68 297 .90 308.00 305.15 304 .25 314.59 314.16 330.30 321. 71 316.61 322 .89 303.30 302.49 300.91 299 .34 297 .60 302.46 308 .74 307 .57 305.7 7 302.95 303.37 304.86 306.34 308.46 310 .10 307.00 309.96 308 .37 310 .13 311.73 313.11 311. 95 313 .20 311.49 312 .51 314.57 297 .94 296 .96 295 .65 293.86 295.33 300 .78 298 .00 295 .93 304 .28 304.35 303.39 314.26 313 .50 321 .81 316.71 313 .67 322.20 302.59 301.01 299.44 297.87 296 .96 300.92 307 .67 305.87 303.12 301.99 302 .89 303 .54 304.96 306.44 308.56 304 .96 308.56 307 .11 308 .47 310.23 311.83 310 .23 312 .05 310 .06 311.59 311 .59 stmOutput Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Circ 1 Cir c 1 0 .00 0.00 0.00 0.00 0 .00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0 .00 0.00 0 .00 0.00 0 .00 0.00 0 .00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.67 0 .67 0.67 0.67 0 .50 0.50 0.50 0.50 0 .50 0 .67 0.67 0 .67 0.67 0 .50 0 .50 0.50 0.50 0 .50 0.50 0 .50 0.50 0.67 0.50 0 .50 0.50 0.50 0 .67 0 .67 0.50 0 .50 0.50 0 .50 0.50 0 .50 0 .50 0 .50 0.50 0 .50 0.50 0 .50 0 .50 0.50 0 .50 Conveyance Hydraulic Computations . Tailwater = 0.000 (ft) 86.22 218 .72 304.23 421.50 79 .73 280.68 267.72 197 .55 252.96 200.60 214.24 82 .72 166.00 396.50 499.51 294.82 68.50 71.12 147 .95 147.46 147.05 159.13 153.25 136.07 216.39 338 .40 239 .11 118 .88 166 .18 172 .27 251 .99 154 .44 204.68 175.68 157.35 208.26 187 .39 159 .41 214 .88 145.01 178 .61 114 .50 297.94 0.39 0 .40 0 .40 0.40 0.79 1. 00 1. 00 1. 00 1. 47 0.40 0 .40 0 .40 0.40 2.14 1. 00 1. 00 1. 01 1. 00 1. 00 1. 00 1. 00 0.40 1. 00 0 .79 0.79 0.78 0 .40 0 .40 0.79 0.80 0.80 1. 00 1. 00 0 .80 0.80 0.80 0 .80 0.80 0 .80 0 .79 0 .80 0.80 1. 00 0.013 0 .013 0 .013 0 .013 0 .013 0.013 0 .013 0.013 0.013 0 .013 0 .013 0.013 0 .013 0 .013 0 .013 0.013 0.013 0.013 0.013 0.013 0.013 0.013 0.013 0.013 0 .013 0.013 0.013 0.013 0.013 0.013 0. 013 0.013 0 .013 0.013 0.013 0 .013 0.013 0.013 0.013 0.013 0.013 0 .013 0 .013 ================================================================================== Hydraulic Gradeline Depth Run# US Elev DS Elev Fr.Slope Unif . Actual (ft) (ft) (%) (ft) (ft) Page 5 Velocity Unif. Actual (f/s) (f/s) Q (cfs) Cap (cfs) June Loss (ft) stmOutput ---------------------------------------------------------------------------------- 328.41 316.76 0.000 0.02 0.02 0.96 0.96 0.00 1. 73 0.000 316.70 313.67 0.000 0.06 0.17 1. 04 0.24 0.02 0.97 0.000 3* 313.67 312.52 0.063 0.27 0.27 2.35 2.35 0.31 0.92 0.000 4* 312.42 311. 68 0.068 0.27 0.27 2.45 2.45 0.32 0.95 0.000 5* 311. 58 310.14 0.071 0.27 0.27 2.43 2.43 0.33 0.95 0.000 6* 310.05 308.57 0.077 0.28 0.28 2.47 2.47 0.34 0.95 0.000 7 308.47 307.58 0.083 0.28 0.28 2.50 2.50 0.35 0.95 0.000 8 307.49 306.30 0.089 0.29 0.29 2.52 2.52 0.37 0.95 0.000 9 306.22 303.66 0.094 0.29 0.29 2.53 2.53 0.37 0.95 0.000 10* 303.64 302.75 0.180 0.35 0.35 2.76 2.76 0.52 0.95 0.000 11* 302.66 300.90 0.192 0.36 0.36 2.77 2.77 0.54 0.95 0.000 12 300.74 299.68 0.066 0.37 0.37 2.38 2.38 0.56 1. 37 0.000 13 299.62 298.82 0.068 0.37 0.37 2.43 2.43 0.56 1. 37 0.000 14 298.81 298.14 0.095 0.41 0.41 2.53 2.53 0.67 1. 37 0.000 15 298.11 296.84 0.095 0.41 0.41 2.53 2.53 0.67 1. 38 0.000 16 296.82 296.09 0.100 0.42 0.42 2.53 2.53 0.68 1. 37 0.000 17 296.03 295.47 0.110 0.43 0.43 2.56 2.56 0.72 1. 37 0.000 18 295.44 294.18 0.125 0.44 0.44 2.62 2. 62 0.77 1. 37 0.000 19* 294.15 292.85 0.307 0.45 0.45 4.00 4.00 1. 20 2.09 0.000 20 * 292.75 290.95 0.312 0.45 0.45 4.07 4.07 1. 21 2.13 0.000 21* 290.85 289.31 0.315 0.45 0.45 4.05 4.05 1. 22 2.12 0.000 22* 289.21 284.94 0.315 0.45 0.45 4.05 4.05 1. 22 2.11 0.000 23* 284.86 283.62 0.357 0.47 0.47 4.10 4.10 1. 30 2.11 0.000 24* 283.52 282.83 0.357 0.47 0.47 4.06 4.06 1. 30 2.09 0.000 271.52 271.41 0.132 0.41 0.41 4.32 4.32 1. 30 3.74 0.000 302.92 302.20 0.055 0.28 0.28 2.03 2.03 0.29 0.77 0.000 302.20 301. 60 0.080 0.31 0.31 2.14 2.14 0.35 0.77 0.000 301. 53 301.04 0.080 0.31 0.31 2.14 2.14 0.35 0.77 0.000 29 300.98 299.51 0.083 0.32 0.32 2.13 2.13 0.35 0.78 0.000 30 299.45 298.66 0.083 0.32 0.32 2.13 2.13 0.35 0.77 0.000 31 298.60 298.22 0.083 0.32 0.32 2.13 2.13 0.35 0.77 0.000 32 298.17 297.23 0.093 0.33 0.33 2.18 2.18 0.37 0.78 0.000 33 297.19 295.92 0.096 0.33 0.33 2.20 2.20 0.38 0.77 0.000 34 295.89 294.15 0.103 0.34 0.34 2.21 2.21 0.39 0.78 0.000 35* 296.05 295.44 0 .005 0.09 0.11 1. 53 1. 22 0.04 0.50 0.000 36* 303.63 300.82 0.000 0.04 0.04 0.97 0.97 0.01 0.56 0.000 37* 300.73 298.05 0.001 0.05 0.05 1.16 1.16 0.01 0.56 0.000 38* 297.97 296.03 0.002 0.07 0.10 1. 48 0.97 0.03 0.56 0.000 39* 308.04 304.32 0.000 0.04 0.04 1. 25 1. 25 0.01 0.68 0.000 40* 305.33 304.53 0.009 0.18 0.18 1. 60 1. 60 0.12 0.77 0.000 41* 304.43 303.64 0.011 0.18 0.25 1. 61 1. 03 0.13 0.78 0.000 42* 314.79 314.46 0.015 0.20 0.20 1. 70 1. 70 0.15 0.77 0.000 43* 314.36 313.70 0.015 0.20 0.20 1. 70 1. 70 0.15 0.77 0.000 44* 330.34 321.85 0.000 0.04 0.04 1. 45 1. 45 0.01 0.82 0.000 45* 321.81 316 .81 0 .008 0.10 0.10 1. 76 1. 76 0.05 0.56 0.000 4 6* 316.75 313.81 0.027 0.14 0.14 2.10 2.10 0.09 0.56 0.000 47* 322.94 322.25 0.001 0.05 0.05 1.16 1.16 0.01 0.56 0.000 48* 303.33 302.62 0.000 0.03 0.03 0.75 0.75 0.00 0.56 0.000 4 9* 302.53 301.05 0.000 0.04 0.04 0.97 0.97 0.01 0.56 0.000 50* 300.96 299.49 0.000 0.05 0.05 1.14 1.14 0.01 0.56 0.000 Page 6 stmOut put 51* 299 .40 298.17 0.001 0 .06 0 .30 1. 25 0 .14 0 .02 0.56 0 .000 298 .17 298 .17 0 .000 0.07 0. 67 0 .94 0 .06 0 .02 0.78 0 .000 302 .49 300 .98 0 .000 0 .03 0 .06 0 .75 0 .25 0.00 0.56 0 .000 54* 308 .78 307 .71 0 .000 0.04 0.04 0 .95 0 .95 0 .01 0 .50 0.000 55* 307 .64 305 .94 0 .001 0 .07 0.07 1. 20 1. 20 0 .02 0.50 0 .000 56* 305 .85 303 .20 0.003 0.08 0.08 1. 39 1. 39 0 .03 0 .50 0 .000 57* 303 .06 302 .20 0 .002 0 .11 0 .21 1. 23 0.49 0 .05 0.78 0 .000 58 303 .65 303 .10 0 .055 0 .28 0 .28 2.03 2.03 0.29 0 .78 0.000 59* 305 .13 303 .81 0 .255 0 .27 0 .27 2.63 2 .63 0.28 0 .50 0 .000 60* 306.53 305 .15 0.073 0 .19 0.19 2.23 2 .23 0.15 0 .50 0 .000 61* 308 .64 306 .62 0 .059 0 .18 0 .18 2 .17 2.17 0.14 0.50 0 .000 62* 310 .15 308 .64 0 .000 0.05 0 .08 1.10 0 .52 0 .01 0.56 0.000 63* 307 .16 305.13 0.051 0 .16 0.17 2.31 2.17 0 .13 0.56 0.000 64* 310 .13 308 .73 0 .045 0 .17 0.17 2 .09 2 .09 0 .12 0 .50 0.000 65* 308.53 307.27 0 .040 0.16 0.16 2.07 2.07 0.11 0 .50 0 .000 66* 310 .29 308.63 0.036 0 .16 0.16 2.03 2.03 0.11 0 .50 0 .000 67* 311.84 310 .34 0.008 0 .11 0 .11 1. 65 1. 65 0.05 0 .50 0.000 68* 313 .21 311 . 93 0 .006 0 .10 0 .10 1. 57 1. 57 0 .04 0.50 0.000 69* 312.06 310.34 0.008 0 .11 0 .11 1. 63 1. 63 0.05 0 .50 0.000 70* 313 .24 312.09 0 .000 0.04 0.04 0 .89 0 .89 0 .01 0.50 0.000 71* 311 .65 310.22 0 .043 0 .16 0 .16 2.09 2 .09 0.12 0 .50 0.000 72* 312 .65 311.73 0 .027 0 .14 0 .14 1. 96 1. 96 0.09 0.50 0.000 73* 314.64 311 .66 0 .002 0.07 0 .07 1. 45 1. 45 0.02 0.56 0.000 ===================================END============================================ * Super critical flow . RMAL TERMINATION OF WINSTORM. Warning Messages for current project: Runoff Frequency of: 2 Years Tail water set to uniform depth elevation = 271.4l(ft) Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 24 Drop flow line elevation. Downstream HGL set to uniform depth elevation at Run# 37 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 36 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 50 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 49 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 48 Drop flow line elevation . Downstream HGL set to uniform depth elevation at Run# 39 Drop flow line elevation . Downstream HGL set to uniform depth elevation at Run# 55 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 54 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 46 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 1 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 47 Page 7