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HomeMy WebLinkAboutWater and Sanitary Sewer ReportWater & Sanitary Sewer Report FOR CREEK MEADOWS SUBDIVISION Section 2, Phase 1B College Station Brazos County, Texas August 11, 2009 Prepared For: Creek Meadow Partners, L.P. 3988 Greens Prairie Road College Station, TX 77845 Prepared By: RME Consulting Engineers Texas Firm Registration No. F- 004695 P.O. Box 9253 College Station, TX 77845 RME No. 202 -0316 Water & Sanitary Sewer Report FOR CREEK MEADOWS SUBDIVISION Section 2, Phase 1B College Station Brazos County, Texas August 11, 2009 Prepared For: Creek Meadow Partners, L.P. 3988 Greens Prairie Road College Station, TX 77845 Prepared By: RME Consulting Engineers Texas Firm Registration No. F- 004695 P.O. Box 9253 College Station, TX 77845 RME No. 202 -0316 Water & Sanitary Sewer Report CREEK MEADOWS SUBIDIVISION Section 2, Phase 1B College Station Brazos County, Texas TABLE OF CONTENTS: PAGE 1.0 General Information 1 1.1 Scope of Report and Proposed Development 1 1.2 Site and General Location 1 1.3 Description of Existing Conditions 2 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 Map KYPIPE Hydraulic Analysis Data Proposed Sanitary Sewer System Map Preliminary Plat WINSTORM Hydraulic Analysis Data 202 -0316 Sect 2 -Phase 1B Water -Sewer Report.docx Page - i 1.0 GENERAL INFORMATION Water & Sanitary Sewer Report CREEK MEADOWS SUBIDIVISION Section 2, Phase 1B College Station Brazos County, Texas 1.1 Scope of Report and Proposed Development: This report addresses the water and sanitary sewer improvements for the Creek Meadows Subdivision Section 2, Phase 1B development conditions. These developments will consist of 30 lots. Currently, the subject site is undeveloped with rural residential subdivision surrounding most of the proposed subdivision. At the time of this report Section 1A, Phase One & Two, Section 1B (all phases), Section 4, Phase One and Section 2 Phase 1 A are nearing completion or are fully built and accepted by the City of College Station. 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 2, Phase 1 B) consists of a 7.596 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 2, Phase 1B, is adjacent and immediately north of the platted Section 1B, Phase Three and adjacent and immediately east of the platted Section 2, Phase 1A. 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 2, Phase 1B), is a moderately well sloping 202 -0316 Sect 2 -Phase 1B Water -Sewer Report.docx Page - 1 TABLE #1 FLOW TEST DATA Flow Hydrant No. Pilot Reading Flow Location (psi) (gpm) Static Fire Hydrant No. Static Pressure (psi) Residual Pressure (psi) FH "A" Greens Prairie Trail 67 1360 Res. 74 70 0O I �o CO Creek Meadows Subdivision — Section 2, Phase 1B RME Consulting Engineers Water & Sanitary Sewer Report August 11, 2009 1 0 (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 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.U.D. 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 1A, 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 6" PVC water line meanders along the prescriptive right -of -way of Royder Road which was installed in the fall of 2007 and replaced an existing 2" and 3" water line; 4. In addition to these primary trunk "supply" lines numerous 8 ", 6 ", 4" and 3" supply lines have been installed through Section 1A, Phase One and Two, Section 1B (all phases), Section Four, Phase One and Phase 2B, and Section 2, Phase 1A. The KYPIPE model reflecting these existing improvements will be expanded upon to integrate the proposed improvements scheduled for Section 2, Phase 1B. Flow tests were obtained from the Wellborn S.U.D. 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 Sect 2 -Phase 1B Water -Sewer Report.docx Page - 2 Creek Meadows Subdivision — Section 2, Phase 1B RME Consulting Engineers Water & Sanitary Sewer Report August 11, 2009 (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 the site, flows through a series of existing tiered detention and retention po nd then into a well- defined creek that develops along the southern property line he 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. Elevafi6ns 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.U.D. 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 1 A, 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 S.U.D.) 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 of 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 ", 4" and 3" supply lines have been installed through Section 1A, Phase One and Two, Section 1B (all phases), Section Four, Phase One and Phase 2B, and Section 2, Phase 1A. The KYPIPE model reflecting these existing improvements will be expanded upon to integrate the proposed improvements scheduled for Section 2, Phase 1B. Flow tests we obtained from the Wellborn S.U.D. from a fire hydrant installed along the 12" PV water line that is located on the east side of Greens Prairie Trail and parallel to fie 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 hash been removed and this .$" 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 Sect 2 -Phase 1B Water -Sewer Report.docx Page - 2 TABLE #1 FLOW TEST DATA Flow Hydrant No. Pilot Reading Flow Location (psi) (gpm) Static Fire Hydrant No. Static Pressure (psi) Residual Pressure (psi) FH "A" Greens Prairie Trail 67 1360 Res. 74 70 Creek Meadows Subdivision — Section 2, Phase 1B Water & Sanitary Sewer Report Note: The reported flow is from the 2.5" nozzle of the identified flow by ant; 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 2, Phase 1 B, will discharge into a collection system and Regional Lift Station, constructed in Section 1B. From the Regional Lift Station sanitary sewer is then pumped, via a 6" PVC force main, to the existing collection system of the Castlegate Subdivision. The Section 1B 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 have been constructed, inspected and accepted by CoCS. 2.0 WATER SYSTEM IMPROVEMENTS RME Consulting Engineers August 11, 2009 2.1 Proposed Water System Configuration: A 6" water line was installed and terminated with a 2" blow -off valve and plug at the existing end of Clear Meadow Creek Ave. (Section 2, Phase 1A). This terminus was intended for the future extension of water distribution into the subject development. Finally, there exists a 16" water line within an existing 16' P.U.E. along the common property line of Wellborn Oaks and the subject development. A proposed 6" water line within the subject development will be extended and connected to this 16" water line. For these water uses, a combination of 6" and 4" water lines will be installed. Proposed 4" water lines will be installed where the service length is less than or equal to five hundred (500') feet. 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 Water System Map 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 AWWA C909 DR14 water 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. 202 -0316 Sect 2 -Phase 1B Water -Sewer Report.docx Page - 3 Creek Meadows Subdivision — Section 2, Phase 1B RME Consulting Engineers Water & Sanitary Sewer Report August 11, 2009 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 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 2, Phase 1B water demands, and fire flow requirements, for the proposed water system improvements, and adjacent infrastructure, it 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 -0316 Sect 2 -Phase 1B Water -Sewer Report.docx Page - 4 TABLE #2 WATER SYSTEM SUMMARY PIPE DATE NODE DATA Scenerio Number KYPIPE Name Section / Phase Pipe Size (in) Flow (gpm) Velocity (fps) Node Name Residual Pressure (psi) DOMESTIC FLOW CONDITION I P41 I 1B/1 I 6 1 36.00 1 1.63 1 J -1 1 67.16 FIRE FLOW CONDITIONS 1 P -82 S2P1B 6 561.08 6.37 J -1 67.16 2 P -83 S2P1B 6 1000 11.35 J -1 67.16 Creek Meadows Subdivision — Section 2, Phase 1B Water & Sanitary Sewer Report RME Consulting Engineers August 11, 2009 Domestic Flow Scenario: 1. Domestic design flows at completion of Section 2, Phase 1B; Fire Flow Scenario: 1. 1,000 gpm from FH -24 — Section 2, Phase 1B; 2. 1,000 gpm from FH -25 — Section 2, Phase 1B; 3.0 SANITARY SEWER IMPROVEMENTS 3.1 Proposed Sanitary Sewer Configuration: The proposed sanitary sewer collection system, for Creek Meadows — Section 2, Phase 1 B, will consist of a several 6" sanitary sewer line extensions. These sanitary sewer line extensions will be an expansion of the 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 corner of the master planned subdivision. The Sanitary Sewer System Map is included in the "Attachment" portion of this report and more fully details the proposed sanitary sewer 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 274,129 gpd and a 2 -Hour Peak Flow (PF) at 1.70 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 Sect 2 -Phase 1B Water -Sewer Report.docx Page - 5 TABLE #3 - SANITARY SEWER FLOWS Section/Phase Average Daily Flow (gpd/cap) Dwelling Units Average Daily Flow (gpd) 2- I-lour Peak Flow (gph) Peak Flow (cfs) lA 1B 1C (residential) 1C 2 3 4 100 100 100 100 100 100 100 186 296 140 0.88 acres 128 199 52 49,662 78,899 37,380 7,049 34,176 53,080 13,884 8,277 13,150 6,230 1,175 5,696 8,847 2,314 0.31 0.49 0.23 0.04 0.21 0.33 0.09 Creek Meadows Subdivision — Section 2, Phase 1B Water & Sanitary Sewer Report 274,129 45, • Section 1A, Phase 1 & 2 & Section 1B (all phases) — 208 D.U. • Section 1B, Phase 4A — 22 D.U. • Section 5, Phase 1 — 32 D.U. RME Consulting Engineers August 11, 2009 TOTAL EXPECTED FLOWS = Flow Determination Notes: 1) Residential density is at 2.67 capita/Dwelling Unit; 2) Commercial uses were estimated at 30 capita/acre; 3) Average Daily flows, for each use, were assigned per Table III - "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 2, 1B, sanitary sewer flows were input into the proposed sewer system and it was determined that the proposed expanded system has adequate capacity. WINSTORM Hydraulic Analysis Data, 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. Also as reported in the original Regional Lift Station Study (dated 11/6/06) the current "existing" wet well capacity would be exceeded for developments occurring in the year 2011 projections and a new overflow wet well would be required. The 2011 development projections are the equivalent of 871 dwelling units. Currently there are 355 dwelling units either platted or permitted for platting. These dwelling unit locations are identified as follows. Based on this information the development of Section 2, Phase 1B will not required any improvements to the existing regional lift station. 202 -0316 Sect 2 -Phase 1B Water -Sewer Report.docx Page - 6 Creek Meadows Subdivision — Section 2, Phase 1B RME Consulting Engineers Water & Sanitary Sewer Report August 11, 2009 • Section 4, Phase 1 — 27 D.U. • Section 4, Phase 2B —15 D.U. • Section 4, Phase 2C — 33 D.U. • Section 2, Phase 1A —18 D.U. 202 -0316 Sect 2 -Phase 1B Water -Sewer Report.docx Page - 7 Creek Meadows Subdivision - Section 2, Phase 1B Water & Sanitary Sewer Report RME Consulting Engineers August 11, 2009 N m J `m ca co "S3" "S5" Zo v7 TABLE #4 SANITARY SEWER SUMMARY Upstream Downstream Element Element MH -1 MH -1B MH-1B MH -2 MH -2 MH -3 MH -3 MH -4 MH-4 MH -5 MH -5 MH -6 MH -6 MH -7 MH -7 MH -8 MH -8 MH -9 MH -9 MH -10 MH -10 MH -11 MB-11 MH -12 MH -12 MH -13 MH -13 MH -14 MH -14 MH -15 MH -15 MH -16 MH -16 MH -17 MH -17 MH -18 MH -18 MH -19 MH -19 MH -20 MH -20 MH -21 MH -21 MH -22 MH -22 MH -23 MH -23 MH -24 MH -24 MH -25 MH -25 LS MH -26 MH -27 MH -27 MH -28 MH -28 MH -29 MH -29 MH -30 MH -30 MH -31 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 Pipe Size Slope (in) ( %) 8 2.00 8 2.00 8 0.62 8 0.60 8 0.61 8 0.60 8 0.60 8 0.60 8 0.60 8 0.60 8 0.60 8 0.60 10 0.40 10 0.40 10 0.40 10 0.40 10 0.40 10 0.40 10 0.40 10 0.40 10 0.40 10 0.95 10 0.95 10 0.95 10 0.93 12 1.10 8 0.40 8 0.40 8 0.40 8 0.40 8 0.40 8 0.40 8 0.40 8 0.40 8 0.40 6 0.79 6 1.00 6 1.00 6 1.00 6 1.14 8 0.40 8 0.40 Q Capacity (cfs) (cfs) 0.31 0.33 0.33 0.46 0.48 0.49 0.50 0.51 0.53 0.55 0.69 0.71 0.73 0.74 0.85 0.85 0.86 0.90 0.95 1.46 1.47 1.48 1.48 1.56 1.56 1.56 0.37 0.43 0.43 0.43 0.43 0.43 0.46 0.46 0.48 0.04 0.00 0.02 0.03 0.00 0.11 0.12 1.73 1.73 0.96 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 1.37 1.37 1.37 1.38 1.37 1.37 1.37 1.37 1.36 2.12 2.11 2.11 2.09 3.74 0.77 0.77 0.77 0.78 0.77 0.77 0.78 0.77 0.78 0.50 0.56 0.56 0.56 0.60 0.77 0.78 Velocity (fps) 3.73 3.77 2.46 2.69 2.71 2.71 2.72 2.75 2.76 2.81 2.95 2.95 2.55 2.58 2.66 2.66 2.67 2.69 2.00 2.78 2.79 4.23 4.23 4.26 4.23 4.54 2.17 2.24 2.24 2.28 2.28 2.23 2.31 2.30 2.33 1.03 0.64 1.25 0.45 0.76 1.56 0.69 202 -0316 Sect 2 -Phase 1B Water -Sewer Report.docx Page - 8 Creek Meadows Subdivision - Section 2, Phase 1B Water & Sanitary Sewer Report RME Consulting Engineers August 11, 2009 202 -0316 Sect 2 -Phase 1B Water -Sewer Report.docx Page - 9 TABLE #4 SANITARY SEWER SUMMARY Upstream Element Downstream Element Pipe Size (in) Slope ( %) Q (cfs) Capacity (cfs) Velocity (fps) MH-42 MH -43 8 0.40 0.00 0.77 0.39 .S.. MH-43 MH -3 8 0.40 0.00 0.77 0.01 MH-44 MH -45 6 2.14 0.00 0.82 0.96 .8S MH -45 MH -46 6 1.00 0.05 0.56 1.73 MH -46 MH -3 6 0.98 0.09 0.55 2.09 "S9" MH-47 MH -45 6 1.01 0.01 0.56 1.21 MH -48 MH-49 6 0.90 0.00 0.53 0.76 MH-49 MH -50 6 1.01 0.00 0.57 0.82 S..' MH -50 MH -51 6 0.99 0.01 0.56 1.18 MH -51 MH -52 6 1.00 0.02 0.56 1.25 MH -52 MH -32 8 0.40 0.02 0.78 0.19 "S 12 MH -53 MH -29 6 1.00 0.00 0.56 0.64 MH -54 MH -55 6 0.80 0.00 0.50 0.64 MH -55 MH -56 6 0.80 0.02 0.50 1.17 ie" MH -56 MH -57 6 0.80 0.03 0.50 1.40 MH -57 MH -27 8 0.40 0.04 0.78 0.35 MH -58 MH -26 8 0.40 0.37 0.78 2.17 MH -59 MH -58 6 0.80 0.37 0.50 2.79 i 1 MH -60 MH -59 6 0.80 0.11 0.50 1.34 MH -61 MH -60 6 0.53 0.10 0.41 0.49 MH -62 MH -61 6 0.31 0.01 0.31 0.05 MH -63 MH -59 6 1.00 0.24 0.56 2.74 MH -65 MH -63 6 0.80 0.23 0.50 2.51 - i MH -66 MH -65 6 0.80 0.23 0.50 2.49 MH -67 MH -66 6 0.50 0.20 0.40 2.01 MH -68 MH -67 6 0.50 0.19 0.40 2.00 MH -64 MH -61 6 0.80 0.08 0.50 1.87 MH -73 MH -64 6 0.80 0.08 0.50 1.87 MH -71 MH -73 6 0.80 0.07 0.50 1.79 MH -69 MH -66 6 0.80 0.01 0.50 0.23 OS MH -70 MH -69 6 0.80 0.00 0.50 0.68 -.$ MH -72 MH -73 6 1.80 0.01 0.75 1.36 S PIA MH -74 MH -9 6 1.00 0.01 0.56 0.95 S1AP3 MH -75 MH -76 6 1.52 0.01 0.69 1.26 MH -76 MH -77 6 1.38 0.03 0.66 1.78 AP4 MH -77 MH -78 6 1.55 0.04 0.70 1.90 MH -78 MH -79 6 0.80 0.06 0.50 1.76 MH -79 MH -80 6 0.80 0.15 0.50 2.24 4S MH -80 MH -68 6 0.80 0.18 0.50 2.37 MH -81 MH -82 6 1.52 0.00 0.69 0.85 latddIS I MH -82 MH -83 6 1.17 0.04 0.61 1.73 MH -83 MH -84 6 1.69 0.05 0.73 2.14 Creek Meadows Subdivision - Section 2, Phase 1B Water & Sanitary Sewer Report RME Consulting Engineers August 11, 2009 202 -0316 Sect 2 -Phase 1B Water -Sewer Report.docx Page - 9 Creek Meadows Subdivision - Section 2, Phase 1B Water & Sanitary Sewer Report RME Consulting Engineers August 11, 2009 Sanitary Sewer Notes: 1) Velocities within a proposed pipe run (highlighted) that are below the required 2.0 fps meet or exceed the minimum required slope for a 6" or 8" sanitary sewer, but have so little Q from the upstream lots that it is impractical to achieve the required 2.0 fps. This deviation from the B /CS standards will be noted in the B /CS Acknowledgement Letter prepared by this office; 202 -0316 Sect 2 -Phase 1B Water -Sewer Report.docx Page -10 TABLE #4 SANITARY SEWER SUMMARY Upstream Element Downstream Element Pipe Size (in) Slope ( %) Q (cfs) Capacity (cfs) Velocity (fps) MH -84 MH -79 6 0.89 0.08 0.53 1.96 S1AP4B MH -85 MH -82 6 1.50 0.01 0.69 1.36 _ MH -86 MH -87 6 0.80 0.08 0.50 1.87 MH -87 MH -88 6 0.80 0.13 0.50 2.16 MH -88 MH -89 6 0.80 0.19 0.50 2.38 dC MH -89 MH -90 6 0.80 0.19 0.50 2.38 MH -90 MH -91 6 0.80 0.31 0.51 2.71 MH -91 MH -92 6 0.82 0.31 0.51 2.73 MH -92 MH -1 8 1.00 0.31 1.23 2.90 1 86d I MH -96 MH-40 8 0.40 0.11 0.77 1.56 MH -95 MH -96 8 0.40 0.10 0.78 1.54 M1-97 MH -95 6 2.00 0.01 0.79 1.13 MH -94 MH -95 8 0.40 0.09 0.77 1.48 MH -93 MH -94 6 0.80 0.06 0.49 1.72 MH -98 MH -94 6 0.80 0.01 0.50 1.06 Creek Meadows Subdivision - Section 2, Phase 1B Water & Sanitary Sewer Report RME Consulting Engineers August 11, 2009 Sanitary Sewer Notes: 1) Velocities within a proposed pipe run (highlighted) that are below the required 2.0 fps meet or exceed the minimum required slope for a 6" or 8" sanitary sewer, but have so little Q from the upstream lots that it is impractical to achieve the required 2.0 fps. This deviation from the B /CS standards will be noted in the B /CS Acknowledgement Letter prepared by this office; 202 -0316 Sect 2 -Phase 1B Water -Sewer Report.docx Page -10 VICINITY MAP WATER SYSTEM MAP LOWRY MEADOW LN. CREEK MEADOW BLVD. N. LOWRY MEADOW LN. i I I I i I I I i I to CREEK MEADOW LOOP TURNBERRY PLACE I I (VOL. 418$, PG 77) .q a lb • 1 nan szmo Dx Cmm $em a m ro t at cD>tn 10 10 0 aOOOA,o 3 _N O D'O u N ON 0 W 08A O C m. m my=r5 ,_,› En -1 to ra A to W J O Z 03 C) rn m O CA IADD > I I ®�"6 :la® =,�WS TI r mmmm 1 I I� E ,in ° 6 «C $6. @ 071'i r 'rFir1 0 c z • n p n n m z" z x x Tz oQ m C� xr A�� n� � 1 D D • N mN mtnmD m >0 n n Z 4381 c 4 > _ m z z z.-- z n_, MI • ill EXISTING WATER PROPOSED WATER FUTURE WATER LINES UNES UNES ® e ;fO ;; t- §E§ Z © i .i�� ,,lo = S §�Q ©0,,, c § § 2; .. ; $ 1i ooe;p.s1,■�\f$ /} II m 2 amt °® &5, ®. m m m @2 !„l, -1R = \ „F Q §2 , ;§.K , D § _ \ ;§ !0, 2 ; `, kE q2 q 2 _ m z ; %R \, ` WILD HORSE EEK T. BAKER MEADOW LOOP LONG w k \} / k m rn m 3 WELLBORN o (VOL 345, P -r O W O D 0 0 v o � r P -3m co v O z O m / 1' ILL W o 0 0 ocn =mip zmx .zmz rn F) 4 1 >P jN• m W m Z � 0 0 n F \ \\ 9 Q ` i\ \ \ ›Ag • \ L l \ \ . moue N, \\ m ....... O , 0 P O rmD min D m c co A gNf.EZ2r IS m A Dm C r ;1R H m = y I p I j ` I ®a 0 ®® �1 CI ®_ I " 1 1 f I 1 1 � ?C , rD AM'- m m Zm � DO V'27 n p S 0 Z C � qm A z �i m m r g3 r -r O W O D 0 0 v o � r P -3m co v O z O m / 1' ILL W o 0 0 ocn =mip zmx .zmz rn F) 4 1 >P jN• m W m Z � 0 0 n F \ \\ 9 Q ` i\ \ \ ›Ag • \ L l \ \ . moue N, \\ m 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: Mon Aug 10 21:52:51 2009 INPUT DATA FILENAME C:\ Users\ user \RME\ Projects\ 202- 03- 2 \S2P1B \ENGINE -1 \0316- S2P.DT2 TABULATED OUTPUT FILENAME C:\ Users\ user \RME\ Projects\ 202- 03- 2 \S2P1B \ENGINE -1 \0316- S2P.OT2 POSTPROCESSOR RESULTS FILENAME C:\ Users\ user \RME\ Projects\ 202- 03- 2 \S2P1B \ENGINE -1 \0316- S2P.RS2 ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** S U M M A R Y O F O 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 DOMESTIC FLOW CONDITIONS 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 AME #1 #2 (ft) (in) COEFF. LOSS COEFF. P- 1 R- 1 J- 1 500.00 16.00 138.3882 0.74 P- 2 J- 1 J- 44 712.54 16.00 138.3882 3.57 P- 3 J- 3 J- 2 195.00 16.00 138.3882 0.74 P- 4 J- 3 J- 4 294.00 16.00 138.3882 0.74 P- 5 J- 4 J- 6 1207.00 16.00 138.3882 2.24 P- 6 J- 6 J- 5 118.00 6.00 138.3882 0.91 P- 7 J- 5 FH -3 151.50 8.00 138.3882 0.40 P- 8 FH -3 J- 7 411.50 8.00 138.3882 0.74 P- 9 J- 7 FH -1 228.50 8.00 138.3882 0.40 P- 10 FH -1 J- 4 291.00 8.00 138.3882 0.00 P- 11 J- 7 J- 8 161.50 3.00 139.0000 0.00 P- 12 J- 5 J- 9 304.00 6.00 139.0000 6.00 P- 13 J- 9 FH -2 73.00 6.00 138.3882 0.74 P- 15 FH -4 J- 3 175.00 8.00 138.3882 0.00 P- 16 J- 11 J -50a 670.00 16.00 138.3882 0.00 P- 17 J- 11 J- 12 1320.00 12.00 138.3882 0.74 P- 18 J- 12 J- 13 455.00 8.00 138.3882 1.14 P- 19 J- 13 FH -7 172.00 8.00 138.3882 6.00 P- 20 J- 13 FH -16 344.00 8.00 138.3882 3.57 P- 21 J- 14 J- 10 147.00 3.00 139.0000 0.00 P- 22 J- 14 FH -5 65.00 8.00 138.3882 0.40 P- 23 FH -5 FH -14 204.00 8.00 138.3882 0.74 P- 24 FH -14 J- 16 134.00 8.00 138.3882 0.74 P- 25 J- 16 FH -6 153.00 8.00 138.3882 0.00 P- 26 FH -14 J- 17 268.00 3.00 139.0000 0.00 P- 27 J- 16 J- 18 356.00 3.00 139.0000 0.00 P- 28 FH -7 FH -15 361.00 8.00 138.3882 0.74 P- 29 FH -15 FH -8 241.00 6.00 138.3882 0.74 P- 2B J- 44 J- 41 116.54 16.00 138.3882 0.00 P- 2C J- 41 J- 2 1070.93 16.00 138.3882 0.00 P- 30 FH -8 J- 20 176.00 6.00 138.3882 0.00 DOMESTIC FLOW CONDITIONS P- 31 FH -15 J- 21 321.00 6.00 138.3882 0.74 P- 32 J- 21 J- 22 220.00 3.00 139.0000 0.00 P- 33 J- 21 FH -9 205.00 6.00 138.3882 0.00 P- 34 FH -9 FH -13 510.00 8.00 138.3882 9.91 P- 35 FH -13 J- 23 434.00 8.00 138.3882 6.74 P- 36 FH -13 FH -10 527.00 8.00 138.3882 9.74 P- 37 FH -10 J- 25 124.00 3.00 139.0000 0.00 P- 38 FH -10 FH -11 358.00 8.00 138.3882 0.74 9- 39 FH -11 J- 26 343.00 3.00 139.0000 0.00 P- 40 FH -11 FH -12 464.00 8.00 138.3882 0.00 P- 41 FH -12 J- 28 245.00 3.00 139.0000 0.00 P- 42 J- 23 J- 1 2842.00 4.00 139.0000 0.00 P- 43 J- 12 J- 27 1933.00 12.00 139.0000 0.00 P- 44 J- 27 J- 23 1640.00 4.00 139.0000 0.00 P- 45 J- 11 R- 2 500.00 16.00 138.3882 0.00 P- 46 FH -16 J- 14 332.00 8.00 138.3882 0.00 P- 47 FH -11 FH -1A 294.00 8.00 139.0000 0.74 P- 48 FH -1A J- 15 255.00 3.00 139.0000 0.74 P- 49 FH -1A J- 19 331.00 6.00 139.0000 0.74 P- 50 J- 19 J- 24 107.00 3.00 139.0000 0.00 P- 51 J- 19 FH -2A 345.00 6.00 139.0000 0.17 P- 52 FH -1A FH -3A 298.00 8.00 139.0000 0.17 P- 53 FH -3A J- 29 391.00 3.00 139.0000 0.74 P- 54 FH -3A J- 30 115.00 8.00 139.0000 0.57 P- 55 FH -3A J- 31 375.00 6.00 139.0000 0.00 P- 56 J- 31 FH -2A 175.50 6.00 139.0000 0.74 P- 57 J- 31 FH -4A 354.00 6.00 139.0000 1.14 P- 58 FH -4A J- 32 121.00 8.00 139.0000 0.00 9- 59 FH -4A J- 34 277.00 8.00 139.0000 0.74 P- 60 FH -6 J- 33 115.00 8.00 140.0000 1.14 P- 61 J- 33 J- 35 176.00 6.00 140.0000 0.17 P- 62 J- 33 J- 36 139.00 8.00 140.0000 0.57 P- 63 J- 36 S2P1A -FH1 110.00 8.00 140.0000 0.57 P- 64 J- 36 J- 38 262.00 4.00 140.0000 6.17 P- 65 J- 32 J- 39 242.00 8.00 139.0000 2.25 P- 66 J- 39 FH -20 301.00 8.00 139.0000 2.24 P- 67 FH -20 J- 40 219.00 8.00 139.0000 1.32 P- 68 J- 40 J- 37 151.00 8.00 139.0000 1.32 P- 69 J- 40 J- 42 295.00 6.00 139.0000 0.17 P- 70 J- 42 FH -21 178.00 6.00 139.0000 0.91 P- 71 FH -21 J- 43 159.00 4.00 139.0000 0.00 P- 72 J- 37 FH -22 347.00 8.00 139.0000 2.24 P- 73 FH -22 J- 41 196.00 8.00 139.0000 0.74 P- 74 J- 42 J- 45 209.00 6.00 139.0000 1.14 P- 75 J- 45 FH -23 199.00 6.00 139.0000 0.74 P- 76 FH -23 J- 44 249.00 6.00 139.0000 0.74 P- 77 J- 45 J- 46 166.00 4.00 139.0000 0.17 P- 78 J- 37 J- 47 480.00 6.00 139.0000 1.09 P- 79 J- 35 FH -24 119.00 6.00 140.0000 0.57 P- 80 FH -24 J- 49 235.00 4.00 140.0000 0.00 P- 81 FH -24 J- 50 245.00 6.00 140.0000 0.17 P- 82 J- 50 J -50a 449.00 6.00 140.0000 0.74 P- 83 J- 50 FH -25 85.00 6.00 140.0000 0.74 P -14A FH -2 J- 47 417.50 6.00 138.3882 1.31 P -14B J- 47 FH -4 394.50 6.00 138.3882 0.00 P -16B J -50a J- 6 1000.00 16.00 140.0000 0.00 E N D N O D E D A T A NODE NODE EXTERNAL JUNCTION EXTERNAL NAME TITLE DEMAND ELEVATION GRADE (gpm) (ft) (ft) FH -1 0.00 333.00 FH -10 0.00 308.00 FH -11 0.00 313.00 FH -12 0.00 313.00 FH -13 16.50 305.00 DOMESTIC FLOW CONDITIONS FH -14 0.00 315.00 FH -15 13.50 306.00 FH -16 0.00 307.00 FH -1A 0.00 316.00 FH -2 0.00 333.00 FH -20 10.50 326.00 FH -21 0.00 329.00 FH -22 19.50 336.00 FH -23 9.00 338.00 FH -24 FH -24 3.00 315.00 FH -25 FH -25 0.00 317.50 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- 33 6.00 316.00 J- 34 0.00 318.00 J- 35 1.50 316.00 J- 36 9.00 316.50 J- 37 3.00 331.00 J- 38 9.00 315.00 J- 39 0.00 322.00 J- 40 19.50 329.00 J- 41 12.00 339.50 J- 42 18.00 333.00 J- 43 12.00 326.00 J- 44 15.00 341.00 J- 45 9.00 335.00 J- 46 12.00 334.00 J- 47 0.00 328.00 J- 49 12.00 314.00 J- 50 9.00 316.50 J -50a 19.50 315.00 R- 1 Wellborn Ele R- 2 Flow Test S2P1A -FH1 Case: 0 M.D.W. Centre - Phase One O U T P U T O P T I O N D A T A S Y S T E M C O N F I G U R A T I O N DOMESTIC FLOW CONDITIONS 0.00 342.00 311.00 317.00 OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT NUMBER OF PIPES (p) = 87 NUMBER OF END NODES (j) = 77 NUMBER OF PRIMARY LOOPS (1) = 9 NUMBER OF SUPPLY NODES (f) = 2 NUMBER OF SUPPLY ZONES (z) = 1 RESULTS OBTAINED AFTER 8 TRIALS: ACCURACY = 0.00000 S I M U L A T I O N D E S C R I P T I O N ( L A B E L ) 497.00 497.00 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/ NAME #1 #2 LOSS LOSS VELO. 1000 1000 (gpm) (ft) (ft) (ft /s) (ft /ft) (ft /ft) P- 1 R- 1 J- 1 241.59 0.02 0.00 0.39 0.04 0.04 P- 2 J- 1 J- 44 224.46 0.02 0.01 0.36 0.04 0.03 P- 3 J- 2 J- 3 23.44 0.00 0.00 0.04 0.00 0.00 P- 4 J- 4 J- 3 15.28 0.00 0.00 0.02 0.00 0.00 P- 5 J- 6 J- 4 51.40 0.00 0.00 0.08 0.00 0.00 P- 6 J- 6 J- 5 32.27 0.01 0.00 0.37 0.13 0.11 P- 7 FH -3 J- 5 12.11 0.00 0.00 0.08 0.00 0.00 P- 8 J- 7 FH -3 12.11 0.00 0.00 0.08 0.00 0.00 P- 9 FH -1 J- 7 25.61 0.00 0.00 0.16 0.02 0.02 P- 10 J- 4 FH -1 25.61 0.01 0.00 0.16 0.02 0.02 P- 11 J- 7 J- 8 6.00 0.02 0.00 0.27 0.15 0.15 P- 12 J- 5 J- 9 27.88 0.03 0.01 0.32 0.12 0.09 P- 13 J- 9 FH -2 6.88 0.00 0.00 0.08 0.01 0.01 P- 15 J- 3 FH -4 32.72 0.01 0.00 0.21 0.03 0.03 P- 16 J- 11 J -50a 166.79 0.01 0.00 0.27 0.02 0.02 P- 17 J- 11 J- 12 155.62 0.10 0.00 0.44 0.07 0.07 P- 18 J- 12 J- 13 134.61 0.18 0.01 0.86 0.43 0.40 P- 19 J- 13 FH -7 97.74 0.04 0.04 0.62 0.43 0.22 P- 20 J- 13 FH -16 36.87 0.01 0.00 0.24 0.04 0.04 P- 21 J- 14 J- 10 10.50 0.06 0.00 0.48 0.41 0.41 P- 22 J- 14 FH -5 14.37 0.00 0.00 0.09 0.01 0.01 P- 23 FH -5 FH -14 14.37 0.00 0.00 0.09 0.01 0.01 P- 24 FH -14 J- 16 3.87 0.00 0.00 0.02 0.00 0.00 P- 25 FH -6 J- 16 14.13 0.00 0.00 0.09 0.01 0.01 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 0.24 0.00 0.61 0.66 0.66 P- 28 FH -7 FH -15 97.74 0.08 0.00 0.62 0.23 0.22 P- 29 FH -15 FH -8 7.50 0.00 0.00 0.09 0.01 0.01 P- 2B J- 44 J- 41 145.12 0.00 0.00 0.23 0.02 0.02 P- 2C J- 41 J- 2 23.44 0.00 0.00 0.04 0.00 0.00 P- 30 FH -8 J- 20 7.50 0.00 0.00 0.09 0.01 0.01 P- 31 FH -15 J- 21 76.74 0.18 0.01 0.87 0.60 0.57 P - 32 J- 21 J- 22 12.00 0.12 0.00 0.54 0.53 0.53 P- 33 J- 21 FH -9 46.74 0.05 0.00 0.53 0.23 0.23 P- 34 FH -9 FH -13 46.74 0.03 0.01 0.30 0.08 0.06 P- 35 J- 23 FH -13 38.13 0.02 0.01 0.24 0.05 0.04 P- 36 FH -13 FH -10 68.38 0.06 0.03 0.44 0.17 0.11 P- 37 FH -10 J- 25 6.00 0.02 0.00 0.27 0.15 0.15 P - 38 FH -10 FH -11 62.38 0.03 0.00 0.40 0.10 0.10 P- 39 FH -11 J- 26 18.00 0.39 0.00 0.82 1.12 1.12 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 0.99 0.00 1.63 4.06 4.06 P- 42 J- 1 J- 23 17.13 0.72 0.00 0.44 0.25 0.25 P- 43 J- 12 J- 27 21.01 0.00 0.00 0.06 0.00 0.00 P- 44 J- 27 J- 23 21.01 0.60 0.00 0.54 0.37 0.37 P- 45 R- 2 J- 11 322.41 0.03 0.00 0.51 0.07 0.07 P- 46 FH -16 J- 14 36.87 0.01 0.00 0.24 0.04 0.04 P- 47 FH -11 FH -1A 8.38 0.00 0.00 0.05 0.00 0.00 P- 48 FH -1A J- 15 15.00 0.20 0.01 0.68 0.82 0.80 P- 49 FH -1A J- 19 2.32 0.00 0.00 0.03 0.00 0.00 P- 50 J- 19 J- 24 4.50 0.01 0.00 0.20 0.09 0.09 P- 51 FH -2A J- 19 17.18 0.01 0.00 0.19 0.04 0.04 P- 52 FH -3A FH -1A 8.94 0.00 0.00 0.06 0.00 0.00 P- 53 FH -3A J- 29 22.50 0.66 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 31.44 0.04 0.00 0.36 0.11 0.11 P- 56 J- 31 FH -2A 38.18 0.03 0.00 0.43 0.17 0.15 P- 57 FH -4A J- 31 98.12 0.31 0.02 1.11 0.95 0.89 P- 58 J- 32 FH -4A 98.12 0.03 0.00 0.63 0.22 0.22 P - 59 FH -4A J- 34 0.00 0.00 0.00 0.00 0.00 0.00 P- 60 J- 33 FH -6 14.13 0.00 0.00 0.09 0.01 0.01 P- 61 J- 35 J- 33 38.13 0.03 0.00 0.43 0.16 0.15 P- 62 J- 33 J- 36 18.00 0.00 0.00 0.11 0.01 0.01 P- 63 J- 36 S2P1A -FH1 0.00 0.00 0.00 0.00 0.00 0.00 P- 64 J- 36 J- 38 9.00 0.02 0.01 0.23 0.10 0.08 P- 65 J- 39 J- 32 101.12 0.06 0.01 0.65 0.29 0.23 P- 66 FH -20 J- 39 101.12 0.07 0.01 0.65 0.28 0.23 P- 67 J- 40 FH -20 111.62 0.06 0.01 0.71 0.33 0.28 P- 68 J- 37 J- 40 126.78 0.05 0.01 0.81 0.44 0.35 P- 69 J- 42 J- 40 4.34 0.00 0.00 0.05 0.00 0.00 P- 70 J- 42 FH -21 12.00 0.00 0.00 0.14 0.02 0.02 P- 71 FH -21 J- 43 12.00 0.02 0.00 0.31 0.13 0.13 P- 72 FH -22 J- 37 90.18 0.07 0.01 0.58 0.22 0.19 P- 73 J- 41 FH -22 109.68 0.05 0.01 0.70 0.30 0.27 P - 74 J- 45 J- 42 34.34 0.03 0.00 0.39 0.14 0.13 P- 75 FH -23 J- 45 55.34 0.06 0.00 0.63 0.33 0.31 P- 76 J- 44 FH -23 64.34 0.10 0.01 0.73 0.43 0.41 P- 77 J- 45 J- 46 12.00 0.02 0.00 0.31 0.13 0.13 P - 78 J - 47 J- 37 39.60 0.08 0.00 0.45 0.17 0.17 P - 79 FH -24 J- 35 39.63 0.02 0.00 0.45 0.18 0.16 P- 80 FH -24 J- 49 12.00 0.03 0.00 0.31 0.13 0.13 P- 81 J- 50 FH -24 54.63 0.07 0.00 0.62 0.30 0.30 P- 82 J -50a J- 50 63.63 0.18 0.01 0.72 0.41 0.39 P- 83 J- 50 FH -25 0.00 0.00 0.00 0.00 0.00 0.00 P -14A FH -2 J- 47 6.88 0.00 0.00 0.08 0.01 0.01 P -14B FH -4 J- 47 32.72 0.05 0.00 0.37 0.12 0.12 2-168 J -50a J- 6 83.66 0.01 0.00 0.13 0.01 0.01 E N D N O D E R E S U L T S DOMESTIC FLOW CONDITIONS NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) FH -1 0.00 496.94 333.00 163.94 71.04 FH -10 0.00 496.15 308.00 188.15 81.53 FH -11 0.00 496.11 313.00 183.11 79.35 DOMESTIC FLOW CONDITIONS FH -12 0.00 496.10 313.00 183.10 79.34 FH -13 16.50 496.24 305.00 191.24 82.87 FH -14 0.00 496.65 315.00 181.65 78.71 FH -15 13.50 496.52 306.00 190.52 82.56 FH -16 0.00 496.66 307.00 189.66 82.19 F1-I-1A 0.00 496.11 316.00 180.11 78.05 FH -2 0.00 496.90 333.00 163.90 71.02 FH -20 10.50 496.67 326.00 170.67 73.96 FH -21 0.00 496.74 329.00 167.74 72.69 FH -22 19.50 496.89 336.00 160.89 69.72 FH -23 9.00 496.84 338.00 158.84 68.83 FH -24 FH -24 3.00 496.70 315.00 181.70 78.73 FH -25 FH -25 0.00 496.77 317.50 179.27 77.68 FH -2A 21.00 496.12 316.00 180.12 78.05 FH -3 0.00 496.93 326.00 170.93 74.07 FH -3A 0.00 496.11 320.00 176.11 76.32 FH -4 0.00 496.94 333.00 163.94 71.04 FH -4A 0.00 496.49 318.00 178.49 77.35 FH -5 0.00 496.65 313.00 183.65 79.58 FH -6 0.00 496.65 316.00 180.65 78.28 FH -7 0.00 496.60 309.00 187.60 81.29 FH -8 0.00 496.52 303.00 193.52 83.86 FH -9 0.00 496.28 307.00 189.28 82.02 J- 1 0.00 496.98 342.00 154.98 67.16 J 2 0.00 496.94 340.00 156.94 68.01 J- 3 6.00 496.94 339.00 157.94 68.44 J- 4 10.50 496.94 339.00 157.94 68.44 J- 5 16.50 496.93 327.00 169.93 73.64 J- 6 0.00 496.95 328.00 168.95 73.21 J 7 7.50 496.93 330.00 166.93 72.34 J 8 6.00 496.91 329.00 167.91 72.76 J- 9 21.00 496.90 323.00 173.90 75.35 J- 10 10.50 496.59 312.00 184.59 79.99 J- 11 0.00 496.97 311.00 185.97 80.59 J- 12 0.00 496.87 305.00 191.87 83.14 J- 13 0.00 496.67 307.00 189.67 82.19 J- 14 12.00 496.65 314.00 182.65 79.15 J- 15 15.00 495.90 318.00 177.90 77.09 J- 16 4.50 496.65 315.00 181.65 78.71 J- 17 10.50 496.53 314.00 182.53 79.10 J- 18 13.50 496.41 313.00 183.41 79.48 J- 19 15.00 496.11 313.00 183.11 79.35 J- 20 7.50 496.51 302.00 194.51 84.29 J- 21 18.00 496.33 309.00 187.33 81.17 J- 22 12.00 496.21 310.00 186.21 80.69 J- 23 0.00 496.26 305.00 191.26 82.88 J 24 4.50 496.10 312.00 184.10 79.78 J- 25 6.00 496.13 304.00 192.13 83.26 J- 26 18.00 495.73 309.00 186.73 80.92 J 27 0.00 496.87 295.00 201.87 87.47 J 28 36.00 495.10 311.00 184.10 79.78 J 2 9 22.50 495.44 322.00 173.44 75.16 J- 30 0.00 496.11 322.00 174.11 75.45 J- 31 28.50 496.15 318.00 178.15 77.20 J- 32 3.00 496.52 320.00 176.52 76.49 J- 33 6.00 496.65 316.00 180.65 78.28 J- 34 0.00 496.49 318.00 178.49 77.35 J- 35 1.50 496.67 316.00 180.67 78.29 J- 36 9.00 496.65 316.50 180.15 78.06 J- 37 3.00 496.81 331.00 165.81 71.85 J- 38 9.00 496.62 315.00 181.62 78.70 J- 39 0.00 496.59 322.00 174.59 75.65 J- 40 19.50 496.74 329.00 167.74 72.69 J- 41 12.00 496.94 339.50 157.44 68.23 J- 42 18.00 496.74 333.00 163.74 70.96 J- 43 12.00 496.72 326.00 170.72 73.98 J- 44 15.00 496.95 341.00 155.95 67.58 J- 45 9.00 496.77 335.00 161.77 70.10 J- 46 12.00 496.75 334.00 162.75 70.53 J- 47 0.00 496.89 328.00 168.89 73.19 J- 49 12.00 496.67 314.00 182.67 79.16 NODE FLOWRATE NODE NAME (gpm) TITLE R- 1 R- 2 NET SYSTEM INFLOW = 564.00 NET SYSTEM OUTFLOW = 0.00 NET SYSTEM DEMAND = 564.00 DOMESTIC FLOW CONDITIONS J- 50 9.00 496.77 316.50 180.27 78.12 J -50a 19.50 496.95 315.00 181.95 78.85 R- 1 Wellborn Ele - - -- 497.00 342.00 155.00 67.17 R- 2 Flow Test - - -- 497.00 311.00 186.00 80.60 S2P1A -FH1 0.00 496.65 317.00 179.65 77.85 S U M M A R Y O F I N F L O W S A N D O U T F L O W S ( +) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES ( -) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES 241.59 Wellborn Ele 322.41 Flow Test * * * ** HYDRAULIC ANALYSIS COMPLETED * * * ** Date & Time: Mon Aug 10 21:55:00 2009 FIRE FLOW SCENARIO #1 * * * * * * * * * * K Y P I P E 4 * * * * * * * * * * * * University of Kentucky Network Modeling Software Copyrighted by KYPIPE LLC Version 3 - 11/01/2005 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * INPUT DATA FILENAME C:\ Users\ user \RME\ Projects\ 202- 03- 2 \S2P1B \ENGINE -1 \0316- S2P.DT2 TABULATED OUTPUT FILENAME C:\ Users\ user \RME\ Projects\ 202- 03- 2 \S2P1B \ENGINE -1 \0316- S2P.OT2 POSTPROCESSOR RESULTS FILENAME C:\ Users\ user \RME\ Projects\ 202- 03- 2 \S2P1B \ENGINE -1 \0316- S2P.RS2 ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** S U M M A R Y O F O 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 NAME #1 #2 (ft) (in) COEFF. LOSS COEFF. P- 1 R- 1 J- 1 500.00 16.00 138.3882 0.74 P- 2 J- 1 J- 44 712.54 16.00 138.3882 3.57 P- 3 J- 3 J- 2 195.00 16.00 138.3882 0.74 P- 4 J- 3 J- 4 294.00 16.00 138.3882 0.74 P- 5 J- 4 J- 6 1207.00 16.00 138.3882 2.24 P- 6 J- 6 J- 5 118.00 6.00 138.3882 0.91 P- 7 J- 5 FH -3 151.50 8.00 138.3882 0.40 P- 8 FH -3 J- 7 411.50 8.00 138.3882 0.74 P- 9 J- 7 FH -1 228.50 8.00 138.3882 0.40 P- 10 FH -1 J- 4 291.00 8.00 138.3882 0.00 P- 11 J- 7 J- 8 161.50 3.00 139.0000 0.00 P- 12 J- 5 J- 9 304.00 6.00 139.0000 6.00 P- 13 J- 9 FH -2 73.00 6.00 138.3882 0.74 P- 15 FH -4 J- 3 175.00 8.00 138.3882 0.00 P- 16 J- 11 J -50a 670.00 16.00 138.3882 0.00 P- 17 J- 11 J- 12 1320.00 12.00 138.3882 0.74 P- 18 J- 12 J- 13 455.00 8.00 138.3882 1.14 P- 19 J- 13 FH -7 172.00 8.00 138.3882 6.00 P- 20 J- 13 FH -16 344.00 8.00 138.3882 3.57 P- 21 J- 14 J- 10 147.00 3.00 139.0000 0.00 P- 22 J- 14 FH -5 65.00 8.00 138.3882 0.40 P- 23 FH -5 FH -14 204.00 8.00 138.3882 0.74 P- 24 FH -14 J- 16 134.00 8.00 138.3882 0.74 P- 25 J- 16 FH -6 153.00 8.00 138.3882 0.00 P- 26 FH -14 J- 17 268.00 3.00 139.0000 0.00 P- 27 J- 16 J- 18 356.00 3.00 139.0000 0.00 P- 28 FH -7 FH -15 361.00 8.00 138.3882 0.74 P- 29 FH -15 FH -8 241.00 6.00 138.3882 0.74 P- 2B J- 44 J- 41 116.54 16.00 138.3882 0.00 P- 2C J- 41 J- 2 1070.93 16.00 138.3882 0.00 P- 30 FH -8 J- 20 176.00 6.00 138.3882 0.00 FIRE FLOW SCENARIO #1 P- 31 FH -15 J- 21 321.00 6.00 138.3882 0.74 P- 32 J- 21 J- 22 220.00 3.00 139.0000 0.00 P- 33 J- 21 FH -9 205.00 6.00 138.3882 0.00 P- 34 FH -9 FH -13 510.00 8.00 138.3882 9.91 P- 35 FH -13 J- 23 434.00 8.00 138.3882 6.74 P- 36 FH -13 FH -10 527.00 8.00 138.3882 9.74 P- 37 FH -10 J- 25 124.00 3.00 139.0000 0.00 P- 38 FH -10 FH -11 358.00 8.00 138.3882 0.74 P- 39 FH -11 J- 26 343.00 3.00 139.0000 0.00 P- 40 FH -11 FH -12 464.00 8.00 138.3882 0.00 P- 41 FH -12 J- 28 245.00 3.00 139.0000 0.00 P- 42 J- 23 J- 1 2842.00 4.00 139.0000 0.00 P- 43 J- 12 J- 27 1933.00 12.00 139.0000 0.00 P- 44 J- 27 J- 23 1640.00 4.00 139.0000 0.00 P- 45 J- 11 R- 2 500.00 16.00 138.3882 0.00 P- 46 FH -16 J- 14 332.00 8.00 138.3882 0.00 P- 47 FH -11 FH -1A 294.00 8.00 139.0000 0.74 P- 48 FH -1A J- 15 255.00 3.00 139.0000 0.74 P- 49 FH -1A J- 19 331.00 6.00 139.0000 0.74 P- 50 J- 19 J- 24 107.00 3.00 139.0000 0.00 P- 51 J- 19 FH -2A 345.00 6.00 139.0000 0.17 P- 52 FH -1A FH -3A 298.00 8.00 139.0000 0.17 P- 53 FH -3A J- 29 391.00 3.00 139.0000 0.74 P- 54 FH -3A J- 30 115.00 8.00 139.0000 0.57 P- 55 FH -3A J- 31 375.00 6.00 139.0000 0.00 P- 56 J- 31 FH -2A 175.50 6.00 139.0000 0.74 P- 57 J- 31 FH -4A 354.00 6.00 139.0000 1.14 P- 58 FH -4A J- 32 121.00 8.00 139.0000 0.00 P- 59 FH -4A J- 34 277.00 8.00 139.0000 0.74 P- 60 FH -6 J- 33 115.00 8.00 140.0000 1.14 P- 61 J- 33 J- 35 176.00 6.00 140.0000 0.17 P- 62 J- 33 J- 36 139.00 8.00 140.0000 0.57 P- 63 J- 36 S2P1A -FH1 110.00 8.00 140.0000 0.57 P- 64 J- 36 J- 38 262.00 4.00 140.0000 6.17 P- 65 J- 32 J- 39 242.00 8.00 139.0000 2.25 P- 66 J- 39 FH -20 301.00 8.00 139.0000 2.24 P- 67 FH -20 J- 40 219.00 8.00 139.0000 1.32 P- 68 J- 40 J- 37 151.00 8.00 139.0000 1.32 P- 69 J- 40 J- 42 295.00 6.00 139.0000 0.17 P- 70 J- 42 FH -21 178.00 6.00 139.0000 0.91 P- 71 FH -21 J- 43 159.00 4.00 139.0000 0.00 P- 72 J- 37 FH -22 347.00 8.00 139.0000 2.24 P- 73 FH -22 J- 41 196.00 8.00 139.0000 0.74 P- 74 J- 42 J- 45 209.00 6.00 139.0000 1.14 P- 75 J- 45 FH -23 199.00 6.00 139.0000 0.74 P- 76 FH -23 J- 44 249.00 6.00 139.0000 0.74 P- 77 J- 45 J- 46 166.00 4.00 139.0000 0.17 P- 78 J- 37 J- 47 480.00 6.00 139.0000 1.09 P- 79 J- 35 FH -24 119.00 6.00 140.0000 0.57 P- 80 FH -24 J- 49 235.00 4.00 140.0000 0.00 P- 81 FH -24 J- 50 245.00 6.00 140.0000 0.17 P- 82 J- 50 J -50a 449.00 6.00 140.0000 0.74 P- 83 J- 50 FH -25 85.00 6.00 140.0000 0.74 P -14A FH -2 J- 47 417.50 6.00 138.3882 1.31 P -14B J- 47 FH -4 394.50 6.00 138.3882 0.00 2-168 J -50a J- 6 1000.00 16.00 140.0000 0.00 E N D N O D E D A T A NODE NODE EXTERNAL JUNCTION EXTERNAL NAME TITLE DEMAND ELEVATION GRADE (gpm) (ft) (ft) FH -1 0.00 333.00 FH -10 0.00 308.00 FH -11 0.00 313.00 FH -12 0.00 313.00 FH -13 16.50 305.00 FIRE FLOW SCENARIO #1 FH -14 0.00 315.00 FH -15 13.50 306.00 FH -16 0.00 307.00 FH -1A 0.00 316.00 FH -2 0.00 333.00 FH -20 10.50 326.00 FH -21 0.00 329.00 FH -22 19.50 336.00 FH -23 9.00 338.00 FH -24 FH -24 1003.00 315.00 FH -25 FH -25 0.00 317.50 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- 33 6.00 316.00 J- 34 0.00 318.00 J- 35 1.50 316.00 J- 36 9.00 316.50 J- 37 3.00 331.00 J- 38 9.00 315.00 J- 39 0.00 322.00 J- 40 19.50 329.00 J- 41 12.00 339.50 J- 42 18.00 333.00 J- 43 12.00 326.00 J- 44 15.00 341.00 J- 45 9.00 335.00 J- 46 12.00 334.00 J- 47 0.00 328.00 J- 49 12.00 314.00 J- 50 9.00 316.50 J -50a 19.50 315.00 R- 1 Wellborn Ele R- 2 Flow Test S2P1A -FH1 0.00 O U T P U T O P T I O N D A T A OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT S Y S T E M C O N F I G U R A T I O N Case: 0 NUMBER OF PIPES (P) = 87 NUMBER OF END NODES (j) = 77 NUMBER OF PRIMARY LOOPS (1) = 9 NUMBER OF SUPPLY NODES (f) = 2 NUMBER OF SUPPLY ZONES (z) = 1 FIRE FLOW SCENARIO #1 RESULTS OBTAINED AFTER 7 TRIALS: ACCURACY = 0.00008 S I M U L A T I O N D E S C R I P T I O N ( L A B E L ) M.D.W. Centre - Phase One 342.00 311.00 317.00 P I P E L I N E R E S U L T S STATUS CODE: XX - CLOSED PIPE CV -CHECK VALVE 497.00 497.00 P I P E NODE NUMBERS FLOWRATE HEAD MINOR LINE HL +ML/ HL/ N AME #1 #2 LOSS LOSS VELO. 1000 1000 (gpm) (ft) (ft) (ft /s) (ft /ft) (ft /ft) P- 1 R- 1 J- 1 560.43 0.10 0.01 0.89 0.21 0.19 P- 2 J- 1 J- 44 523.61 0.12 0.04 0.84 0.22 0.17 P- 3 J- 2 J- 3 243.27 0.01 0.00 0.39 0.05 0.04 P- 4 J- 3 J- 4 192.45 0.01 0.00 0.31 0.03 0.03 P- 5 J- 4 J- 6 144.33 0.02 0.00 0.23 0.02 0.02 P- 6 J- 6 J- 5 24.21 0.01 0.00 0.27 0.08 0.07 P- 7 FH -3 J- 5 24.12 0.00 0.00 0.15 0.02 0.02 P- 8 J- 7 FH -3 24.12 0.01 0.00 0.15 0.02 0.02 P- 9 FH -1 J- 7 37.62 0.01 0.00 0.24 0.04 0.04 P- 10 J- 4 FH -1 37.62 0.01 0.00 0.24 0.04 0.04 P- 11 J- 7 J- 8 6.00 0.02 0.00 0.27 0.15 0.15 P- 12 J- 5 J- 9 31.83 0.03 0.01 0.36 0.15 0.11 P- 13 J- 9 FH -2 10.83 0.00 0.00 0.12 0.02 0.02 P- 15 J- 3 FH -4 44.82 0.01 0.00 0.29 0.05 0.05 P- 16 J- 11 J -50a 460.46 0.09 0.00 0.73 0.13 0.13 P- 17 J- 11 J- 12 543.12 0.96 0.03 1.54 0.75 0.73 P- 18 J- 12 J- 13 505.41 2.09 0.18 3.23 5.00 4.60 P- 19 FH -7 J- 13 34.02 0.01 0.00 0.22 0.06 0.03 P- 20 J- 13 FH -16 539.42 1.78 0.66 3.44 7.10 5.19 P- 21 J- 14 J- 10 10.50 0.06 0.00 0.48 0.41 0.41 P- 22 J- 14 FH -5 516.92 0.31 0.07 3.30 5.83 4.79 P- 23 FH -5 FH -14 516.92 0.98 0.13 3.30 5.41 4.79 P- 24 FH -14 J- 16 506.42 0.62 0.12 3.23 5.51 4.61 P- 25 J- 16 FH -6 488.42 0.66 0.00 3.12 4.32 4.32 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 0.24 0.00 0.61 0.66 0.66 P- 28 FH -15 FH -7 34.02 0.01 0.00 0.22 0.03 0.03 P- 29 FH -15 FH -8 7.50 0.00 0.00 0.09 0.01 0.01 FIRE FLOW SCENARIO #1 P- 2B J- 44 J- 41 417.18 0.01 0.00 0.67 0.11 0.11 P- 2C J- 41 J- 2 243.27 0.04 0.00 0.39 0.04 0.04 P- 30 FH -8 J- 20 7.50 0.00 0.00 0.09 0.01 0.01 P- 31 J- 21 FH -15 55.02 0.10 0.00 0.62 0.32 0.31 P- 32 J- 21 J- 22 12.00 0.12 0.00 0.54 0.53 0.53 P- 33 FH -9 J- 21 85.02 0.14 0.00 0.96 0.69 0.69 P- 34 FH -13 FH -9 85.02 0.09 0.05 0.54 0.26 0.17 P- 35 J- 23 FH -13 74.52 0.06 0.02 0.48 0.19 0.13 P- 36 FH -10 FH -13 26.99 0.01 0.00 0.17 0.03 0.02 P- 37 FH -10 J- 25 6.00 0.02 0.00 0.27 0.15 0.15 P- 38 FH -11 FH -10 32.99 0.01 0.00 0.21 0.03 0.03 P- 39 FH -11 J- 26 18.00 0.39 0.00 0.82 1.12 1.12 P- 40 F1-I-11 FH -12 36.00 0.02 0.00 0.23 0.03 0.03 P- 41 FH -12 J- 28 36.00 0.99 0.00 1.63 4.06 4.06 P- 42 J- 1 J- 23 36.81 2.96 0.00 0.94 1.04 1.04 P- 43 J- 12 J- 27 37.71 0.01 0.00 0.11 0.01 0.01 P- 44 J- 27 J- 23 37.71 1.79 0.00 0.96 1.09 1.09 P- 45 R- 2 J- 11 1003.57 0.28 0.00 1.60 0.56 0.56 P- 46 FH -16 J- 14 539.42 1.72 0.00 3.44 5.19 5.19 P- 47 FH -1A FH -11 86.99 0.05 0.00 0.56 0.19 0.18 P- 48 FH -1A J- 15 15.00 0.20 0.01 0.68 0.82 0.80 P- 49 J- 19 FH -1A 38.87 0.05 0.00 0.44 0.17 0.16 P- 50 J- 19 J- 24 4.50 0.01 0.00 0.20 0.09 0.09 P- 51 FH -2A J- 19 58.37 0.12 0.00 0.66 0.34 0.34 P- 52 FH -3A FH -1A 63.12 0.03 0.00 0.40 0.10 0.10 P- 53 FH -3A J- 29 22.50 0.66 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 85.62 0.26 0.00 0.97 0.69 0.69 P- 56 J- 31 FH -2A 79.37 0.11 0.01 0.90 0.65 0.60 P- 57 FH -4A J- 31 193.49 1.11 0.09 2.20 3.37 3.13 P- 58 J- 32 FH -4A 193.49 0.09 0.00 1.23 0.77 0.77 P- 59 FH -4A J- 34 0.00 0.00 0.00 0.00 0.00 0.00 P- 60 FH -6 J- 33 488.42 0.49 0.17 3.12 5.72 4.22 P- 61 J- 33 J- 35 464.42 2.75 0.07 5.27 16.04 15.62 P- 62 J- 33 J- 36 18.00 0.00 0.00 0.11 0.01 0.01 P- 63 J- 36 S2P1A -FH1 0.00 0.00 0.00 0.00 0.00 0.00 P- 64 J- 36 J- 38 9.00 0.02 0.01 0.23 0.10 0.08 P- 65 J- 39 J- 32 196.49 0.19 0.05 1.25 1.02 0.79 P- 66 FH -20 J- 39 196.49 0.24 0.05 1.25 0.97 0.79 P- 67 J- 40 FH -20 206.99 0.19 0.04 1.32 1.04 0.87 P- 68 J- 37 J- 40 195.06 0.12 0.03 1.24 0.99 0.78 P- 69 J- 42 J- 40 31.44 0.03 0.00 0.36 0.11 0.11 P- 70 J- 42 FH -21 12.00 0.00 0.00 0.14 0.02 0.02 P- 71 FH -21 J- 43 12.00 0.02 0.00 0.31 0.13 0.13 P- 72 FH -22 J- 37 142.41 0.15 0.03 0.91 0.52 0.44 P- 73 J- 41 FH -22 161.91 0.11 0.01 1.03 0.62 0.55 P- 74 J- 45 J- 42 61.44 0.08 0.01 0.70 0.41 0.37 P- 75 FH -23 J- 45 82.44 0.13 0.01 0.94 0.69 0.64 P- 76 J- 44 FH -23 91.44 0.19 0.01 1.04 0.83 0.78 P- 77 J- 45 J- 46 12.00 0.02 0.00 0.31 0.13 0.13 P- 78 J- 47 J- 37 55.65 0.15 0.01 0.63 0.33 0.31 P- 79 J- 35 FH -24 462.92 1.85 0.24 5.25 17.58 15.53 P- 80 FH -24 J- 49 12.00 0.03 0.00 0.31 0.13 0.13 P- 81 J- 50 FH -24 552.08 5.27 0.10 6.26 21.94 21.51 P- 82 J -50a J- 50 561.08 9.95 0.47 6.37 23.21 22.17 P- 83 J- 50 FH -25 0.00 0.00 0.00 0.00 0.00 0.00 P -14A FH -2 J- 47 10.83 0.01 0.00 0.12 0.02 0.02 P -14B FH -4 J- 47 44.82 0.08 0.00 0.51 0.21 0.21 P -16B J- 6 J -50a 120.12 0.01 0.00 0.19 0.01 0.01 E N D N O 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 0.00 496.65 333.00 163.65 70.92 FH -10 0.00 493.87 308.00 185.87 80.54 FH -11 0.00 493.88 313.00 180.88 78.38 FIRE FLOW SCENARIO #1 FH -12 0.00 493.86 313.00 180.86 78.37 FH -13 16.50 493.85 305.00 188.85 81.84 FH -14 0.00 487.81 315.00 172.81 74.88 FH -15 13.50 493.48 306.00 187.48 81.24 FH -16 0.00 491.01 307.00 184.01 79.74 FH -1A 0.00 493.93 316.00 177.93 77.10 FH -2 0.00 496.59 333.00 163.59 70.89 FH -20 10.50 496.05 326.00 170.05 73.69 FH -21 0.00 496.30 329.00 167.30 72.50 FH -22 19.50 496.60 336.00 160.60 69.59 FH -23 9.00 496.53 338.00 158.53 68.70 81-1-24 FH -24 1003.00 480.84 315.00 165.84 71.86 FH -25 FH -25 0.00 486.21 317.50 168.71 73.11 FH -2A 21.00 494.11 316.00 178.11 77.18 FH -3 0.00 496.64 326.00 170.64 73.94 FH -3A 0.00 493.96 320.00 173.96 75.38 FH -4 0.00 496.66 333.00 163.66 70.92 FH -4A 0.00 495.41 318.00 177.41 76.88 FH -5 0.00 488.91 313.00 175.91 76.23 FH -6 0.00 486.41 316.00 170.41 73.84 FH -7 0.00 493.46 309.00 184.46 79.93 81-1-8 0.00 493.47 303.00 190.47 82.54 FH -9 0.00 493.72 307.00 186.72 80.91 J- 1 0.00 496.90 342.00 154.90 67.12 J- 2 0.00 496.68 340.00 156.68 67.90 J- 3 6.00 496.67 339.00 157.67 68.32 J- 4 10.50 496.66 339.00 157.66 68.32 J- 5 16.50 496.63 327.00 169.63 73.51 J- 6 0.00 496.64 328.00 168.64 73.08 J- 7 7.50 496.64 330.00 166.64 72.21 J- 8 6.00 496.62 329.00 167.62 72.63 J- 9 21.00 496.59 323.00 173.59 75.22 J- 10 10.50 489.23 312.00 177.23 76.80 J- 11 0.00 496.72 311.00 185.72 80.48 J- 12 0.00 495.73 305.00 190.73 82.65 J- 13 0.00 493.45 307.00 186.45 80.80 J- 14 12.00 489.29 314.00 175.29 75.96 J- 15 15.00 493.72 318.00 175.72 76.15 J- 16 4.50 487.07 315.00 172.07 74.56 J- 17 10.50 487.70 314.00 173.70 75.27 J- 18 13.50 486.83 313.00 173.83 75.33 J- 19 15.00 493.99 313.00 180.99 78.43 J- 20 7.50 493.47 302.00 191.47 82.97 J- 21 18.00 493.58 309.00 184.58 79.98 J- 22 12.00 493.46 310.00 183.46 79.50 J- 23 0.00 493.93 305.00 188.93 81.87 J- 24 4.50 493.98 312.00 181.98 78.86 J- 25 6.00 493.85 304.00 189.85 82.27 J- 26 18.00 493.49 309.00 184.49 79.95 J- 27 0.00 495.72 295.00 200.72 86.98 J- 28 36.00 492.87 311.00 181.87 78.81 J- 29 22.50 493.28 322.00 171.28 74.22 J- 30 0.00 493.96 322.00 171.96 74.52 J- 31 28.50 494.22 318.00 176.22 76.36 J- 32 3.00 495.51 320.00 175.51 76.05 J- 33 6.00 485.75 316.00 169.75 73.56 J- 34 0.00 495.41 318.00 177.41 76.88 J- 35 1.50 482.93 316.00 166.93 72.34 J- 36 9.00 485.75 316.50 169.25 73.34 J- 37 3.00 496.42 331.00 165.42 71.68 J- 38 9.00 485.73 315.00 170.73 73.98 J- 39 0.00 495.75 322.00 173.75 75.29 J- 40 19.50 496.27 329.00 167.27 72.49 J- 41 12.00 496.72 339.50 157.22 68.13 J- 42 18.00 496.31 333.00 163.31 70.77 J- 43 12.00 496.28 326.00 170.28 73.79 J- 44 15.00 496.74 341.00 155.74 67.49 J- 45 9.00 496.39 335.00 161.39 69.94 J- 46 12.00 496.37 334.00 162.37 70.36 J- 47 0.00 496.58 328.00 168.58 73.05 J- 49 12.00 480.81 314.00 166.81 72.28 J- 50 9.00 486.21 316.50 169.71 73.54 J -50a 19.50 496.63 315.00 181.63 78.71 R- 1 Wellborn Ele - - -- 497.00 342.00 155.00 67.17 R- 2 Flow Test - - -- 497.00 311.00 186.00 80.60 S2P1A -FH1 0.00 485.75 317.00 168.75 73.13 S U M M A R Y O F I N F L O W S A N D O U T F L O W S ( +) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES ( -) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES NODE FLOWRATE NODE NAME (gpm) TITLE R- 1 R- 2 NET SYSTEM INFLOW = 1564.00 NET SYSTEM OUTFLOW = 0.00 NET SYSTEM DEMAND = 1564.00 FIRE FLOW SCENARIO #1 560.43 Wellborn Ele 1003.57 Flow Test * * * ** HYDRAULIC ANALYSIS COMPLETED * * * ** U N I T S S P E C I F I E D FIRE FLOW SCENARIO #2 * * * * * * * * * * K Y P I P E 4 * * * * * * * * * * * University of Kentucky Network Modeling Software * Copyrighted by KYPIPE LLC * Version 3 - 11/01/2005 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Date & Time: Mon Aug 10 21:57:03 2009 INPUT DATA FILENAME C:\ Users\ user \RME\ Projects\ 202- 03- 2 \S2P1B \ENGINE -1 \0316- S2P.DT2 TABULATED OUTPUT FILENAME C:\ Users\ user \RME\ Projects\ 202 03 2 \S \ENGINE -1 \ 0316- S 2P.OT2 POSTPROCESSOR RESULTS FILENAME C:\ Users\ user \RME\ Projects\ 202 03 2 \S \ENGINE -1 \ 0316- S 2P.RS2 ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** S U M M A R Y O F O R I G I N A L D A T A ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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 AME #1 #2 (ft) (in) COEFF. LOSS COEFF. P- 1 R- 1 J- 1 500.00 16.00 138.3882 0.74 P- 2 J- 1 J- 44 712.54 16.00 138.3882 3.57 P- 3 J- 3 J- 2 195.00 16.00 138.3882 0.74 P- 4 J- 3 J- 4 294.00 16.00 138.3882 0.74 P- 5 J- 4 J- 6 1207.00 16.00 138.3882 2.24 P- 6 J- 6 J- 5 118.00 6.00 138.3882 0.91 P- 7 J- 5 FH -3 151.50 8.00 138.3882 0.40 P- 8 FH -3 J- 7 411.50 8.00 138.3882 0.74 P- 9 J- 7 FH -1 228.50 8.00 138.3882 0.40 P- 10 FH -1 J- 4 291.00 8.00 138.3882 0.00 P- 11 J- 7 J- 8 161.50 3.00 139.0000 0.00 P- 12 J- 5 J- 9 304.00 6.00 139.0000 6.00 P- 13 J- 9 FH -2 73.00 6.00 138.3882 0.74 P- 15 FH -4 J- 3 175.00 8.00 138.3882 0.00 P- 16 J- 11 J -50a 670.00 16.00 138.3882 0.00 P- 17 J- 11 J- 12 1320.00 12.00 138.3882 0.74 P- 18 J- 12 J- 13 455.00 8.00 138.3882 1.14 P- 19 J- 13 FH -7 172.00 8.00 138.3882 6.00 P- 20 J- 13 FH -16 344.00 8.00 138.3882 3.57 P- 21 J- 14 J- 10 147.00 3.00 139.0000 0.00 P- 22 J- 14 FH -5 65.00 8.00 138.3882 0.40 P- 23 FH -5 FH -14 204.00 8.00 138.3882 0.74 P- 24 FH -14 J- 16 134.00 8.00 138.3882 0.74 P- 25 J- 16 FH -6 153.00 8.00 138.3882 0.00 P- 26 FH -14 J- 17 268.00 3.00 139.0000 0.00 P- 27 J- 16 J- 18 356.00 3.00 139.0000 0.00 P- 28 FH -7 FH -15 361.00 8.00 138.3882 0.74 P- 29 FH -15 FH -8 241.00 6.00 138.3882 0.74 P- 2B J- 44 J- 41 116.54 16.00 138.3882 0.00 P- 2C J- 41 J- 2 1070.93 16.00 138.3882 0.00 P- 30 FH -8 J- 20 176.00 6.00 138.3882 0.00 FIRE FLOW SCENARIO #2 P- 31 FH -15 J- 21 321.00 6.00 138.3882 0.74 P- 32 J- 21 J- 22 220.00 3.00 139.0000 0.00 P- 33 J- 21 FH -9 205.00 6.00 138.3882 0.00 P- 34 FH -9 FH -13 510.00 8.00 138.3882 9.91 P- 35 FH -13 J- 23 434.00 8.00 138.3882 6.74 P- 36 FH -13 FH -10 527.00 8.00 138.3882 9.74 P- 37 FH -10 J- 25 124.00 3.00 139.0000 0.00 P- 38 FH -10 FH -11 358.00 8.00 138.3882 0.74 P- 39 FH -11 J- 26 343.00 3.00 139.0000 0.00 P- 40 FH -11 FH -12 464.00 8.00 138.3882 0.00 P- 41 FH -12 J- 28 245.00 3.00 139.0000 0.00 P- 42 J- 23 J- 1 2842.00 4.00 139.0000 0.00 P- 43 J- 12 J- 27 1933.00 12.00 139.0000 0.00 P- 44 J- 27 J- 23 1640.00 4.00 139.0000 0.00 P- 45 J- 11 R- 2 500.00 16.00 138.3882 0.00 P- 46 FH -16 J- 14 332.00 8.00 138.3882 0.00 P- 47 FH -11 FH -1A 294.00 8.00 139.0000 0.74 P- 48 FH -1A J- 15 255.00 3.00 139.0000 0.74 P- 49 FH -1A J- 19 331.00 6.00 139.0000 0.74 P- 50 J- 19 J- 24 107.00 3.00 139.0000 0.00 P- 51 J- 19 FH -2A 345.00 6.00 139.0000 0.17 P- 52 FH -1A FH -3A 298.00 8.00 139.0000 0.17 P- 53 FH -3A J- 29 391.00 3.00 139.0000 0.74 P- 54 FH -3A J- 30 115.00 8.00 139.0000 0.57 P- 55 FH -3A J- 31 375.00 6.00 139.0000 0.00 P- 56 J- 31 FH -2A 175.50 6.00 139.0000 0.74 P- 57 J- 31 FH -4A 354.00 6.00 139.0000 1.14 P- 58 FH -4A J- 32 121.00 8.00 139.0000 0.00 P- 59 FH -4A J- 34 277.00 8.00 139.0000 0.74 P- 60 FH -6 J- 33 115.00 8.00 140.0000 1.14 P- 61 J- 33 J- 35 176.00 6.00 140.0000 0.17 P- 62 J- 33 J- 36 139.00 8.00 140.0000 0.57 P- 63 J- 36 S2P1A -FH1 110.00 8.00 140.0000 0.57 P- 64 J- 36 J- 38 262.00 4.00 140.0000 6.17 P- 65 J- 32 J- 39 242.00 8.00 139.0000 2.25 P- 66 J- 39 FH -20 301.00 8.00 139.0000 2.24 P- 67 FH -20 J- 40 219.00 8.00 139.0000 1.32 P- 68 J- 40 J- 37 151.00 8.00 139.0000 1.32 P- 69 J- 40 J- 42 295.00 6.00 139.0000 0.17 P- 70 J- 42 FH -21 178.00 6.00 139.0000 0.91 P- 71 FH -21 J- 43 159.00 4.00 139.0000 0.00 P- 72 J- 37 FH -22 347.00 8.00 139.0000 2.24 P- 73 FH -22 J- 41 196.00 8.00 139.0000 0.74 P- 74 J- 42 J- 45 209.00 6.00 139.0000 1.14 P- 75 J- 45 FH -23 199.00 6.00 139.0000 0.74 P- 76 FH -23 J- 44 249.00 6.00 139.0000 0.74 P- 77 J- 45 J- 46 166.00 4.00 139.0000 0.17 P- 78 J- 37 J- 47 480.00 6.00 139.0000 1.09 P- 79 J- 35 FH -24 119.00 6.00 140.0000 0.57 P- 80 FH -24 J- 49 235.00 4.00 140.0000 0.00 P- 81 FH -24 J- 50 245.00 6.00 140.0000 0.17 P- 82 J- 50 J -50a 449.00 6.00 140.0000 0.74 P- 83 J- 50 FH -25 85.00 6.00 140.0000 0.74 P -14A FH -2 J- 47 417.50 6.00 138.3882 1.31 P -14B J- 47 FH -4 394.50 6.00 138.3882 0.00 P -16B J -50a J- 6 1000.00 16.00 140.0000 0.00 E N D N O D E D A T A NODE NODE EXTERNAL JUNCTION EXTERNAL NAME TITLE DEMAND ELEVATION GRADE (9Pm) (ft) (ft) FH -1 0.00 333.00 FH -10 0.00 308.00 FH -11 0.00 313.00 FH -12 0.00 313.00 FH -13 16.50 305.00 FIRE FLOW SCENARIO #2 FH -14 0.00 315.00 FH -15 13.50 306.00 FH -16 0.00 307.00 FH -1A 0.00 316.00 FH -2 0.00 333.00 FH -20 10.50 326.00 FH -21 0.00 329.00 FH -22 19.50 336.00 FH -23 9.00 338.00 FH -24 FH -24 3.00 315.00 FH -25 FH -25 1000.00 317.50 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- 33 6.00 316.00 J- 34 0.00 318.00 J- 35 1.50 316.00 J- 36 9.00 316.50 J- 37 3.00 331.00 J- 38 9.00 315.00 J- 39 0.00 322.00 J- 40 19.50 329.00 J- 41 12.00 339.50 J- 42 18.00 333.00 J- 43 12.00 326.00 J- 44 15.00 341.00 J- 45 9.00 335.00 J- 46 12.00 334.00 J- 47 0.00 328.00 J- 49 12.00 314.00 J- 50 9.00 316.50 J -50a 19.50 315.00 R- 1 Wellborn Ele R- 2 Flow Test S2P1A -FH1 Case: 0 M.D.W. Centre - Phase One O U T P U T O P T I O N D A T A S Y S T E M C O N F I G U R A T I O N FIRE FLOW SCENARIO #2 0.00 342.00 311.00 317.00 OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT NUMBER OF PIPES (P) = 87 NUMBER OF END NODES (j) = 77 NUMBER OF PRIMARY LOOPS (1) = 9 NUMBER OF SUPPLY NODES (f) = 2 NUMBER OF SUPPLY ZONES (z) = 1 RESULTS OBTAINED AFTER 8 TRIALS: ACCURACY = 0.00000 S I M U L A T I O N D E S C R I P T I O N ( L A B E L ) 497.00 497.00 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/ NAME #1 #2 LOSS LOSS VELO. 1000 1000 (gpm) (ft) (ft) (ft /s) (ft /ft) (ft /ft) P- 1 R- 1 J- 1 562.46 0.10 0.01 0.90 0.21 0.19 P- 2 J- 1 J- 44 529.02 0.12 0.04 0.84 0.23 0.17 P- 3 J- 2 J- 3 261.14 0.01 0.00 0.42 0.06 0.05 P- 4 J- 3 J- 4 212.68 0.01 0.00 0.34 0.04 0.03 P- 5 J- 4 J- 6 163.26 0.02 0.00 0.26 0.02 0.02 P- 6 J- 6 J- 5 19.48 0.01 0.00 0.22 0.05 0.04 P- 7 FH -3 J- 5 25.42 0.00 0.00 0.16 0.02 0.02 P- 8 J- 7 FH -3 25.42 0.01 0.00 0.16 0.02 0.02 P- 9 FH -1 J- 7 38.92 0.01 0.00 0.25 0.04 0.04 P- 10 J- 4 FH -1 38.92 0.01 0.00 0.25 0.04 0.04 P- 11 J- 7 J- 8 6.00 0.02 0.00 0.27 0.15 0.15 P- 12 J- 5 J- 9 28.40 0.03 0.01 0.32 0.12 0.09 P- 13 J- 9 FH -2 7.40 0.00 0.00 0.08 0.01 0.01 P- 15 J- 3 FH -4 42.46 0.01 0.00 0.27 0.05 0.05 P- 16 J- 11 J -50a 524.63 0.11 0.00 0.84 0.17 0.17 P- 17 J- 11 J- 12 476.91 0.76 0.02 1.35 0.59 0.57 P- 18 J- 12 J- 13 442.36 1.63 0.14 2.82 3.90 3.59 P- 19 FH -7 J- 13 9.23 0.00 0.00 0.06 0.00 0.00 P- 20 J- 13 FH -16 451.59 1.28 0.46 2.88 5.07 3.73 P- 21 J- 14 J- 10 10.50 0.06 0.00 0.48 0.41 0.41 P- 22 J- 14 FH -5 429.09 0.22 0.05 2.74 4.11 3.40 P- 23 FH -5 FH -14 429.09 0.69 0.09 2.74 3.82 3.40 P- 24 FH -14 J- 16 418.59 0.43 0.08 2.67 3.85 3.24 P- 25 J- 16 FH -6 400.59 0.46 0.00 2.56 2.99 2.99 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 0.24 0.00 0.61 0.66 0.66 P- 28 FH -15 FH -7 9.23 0.00 0.00 0.06 0.00 0.00 P- 29 FH -15 FH -8 7.50 0.00 0.00 0.09 0.01 0.01 E N D N O D E R E S U L T S FIRE FLOW SCENARIO #2 P- 2B J- 44 J- 41 426.85 0.01 0.00 0.68 0.11 0.11 P- 2C J- 41 J- 2 261.14 0.05 0.00 0.42 0.05 0.05 P- 30 FH -8 J- 20 7.50 0.00 0.00 0.09 0.01 0.01 P- 31 J- 21 FH -15 30.23 0.03 0.00 0.34 0.11 0.10 P- 32 J- 21 J- 22 12.00 0.12 0.00 0.54 0.53 0.53 P- 33 FH -9 J- 21 60.23 0.07 0.00 0.68 0.36 0.36 P- 34 FH -13 FH -9 60.23 0.05 0.02 0.38 0.13 0.09 P- 35 J- 23 FH -13 67.99 0.05 0.02 0.43 0.16 0.11 P- 36 FH -10 FH -13 8.73 0.00 0.00 0.06 0.00 0.00 P- 37 FH -10 J- 25 6.00 0.02 0.00 0.27 0.15 0.15 P- 38 FH -11 FH -10 14.73 0.00 0.00 0.09 0.01 0.01 P- 39 FH -11 J- 26 18.00 0.39 0.00 0.82 1.12 1.12 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 0.99 0.00 1.63 4.06 4.06 P- 42 J- 1 J- 23 33.44 2.48 0.00 0.85 0.87 0.87 P- 43 J- 12 J- 27 34.55 0.01 0.00 0.10 0.00 0.00 P- 44 J- 27 J- 23 34.55 1.52 0.00 0.88 0.93 0.93 P- 45 R- 2 J- 11 1001.54 0.28 0.00 1.60 0.56 0.56 P- 46 FH -16 J- 14 451.59 1.24 0.00 2.88 3.73 3.73 P- 47 FH -1A FH -11 68.73 0.03 0.00 0.44 0.12 0.11 P- 48 FH -1A J- 15 15.00 0.20 0.01 0.68 0.82 0.80 P- 49 J- 19 FH -1A 31.27 0.04 0.00 0.35 0.11 0.11 P- 50 J- 19 J- 24 4.50 0.01 0.00 0.20 0.09 0.09 P- 51 FH -2A J- 19 50.77 0.09 0.00 0.58 0.27 0.26 P- 52 FH -3A FH -1A 52.47 0.02 0.00 0.33 0.07 0.07 P - 53 FH -3A J- 29 22.50 0.66 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 74.97 0.20 0.00 0.85 0.54 0.54 P- 56 J- 31 FH -2A 71.77 0.09 0.01 0.81 0.54 0.50 P- 57 FH -4A J- 31 175.23 0.92 0.07 1.99 2.80 2.60 P- 58 J- 32 FH -4A 175.23 0.08 0.00 1.12 0.64 0.64 P- 59 FH -4A J- 34 0.00 0.00 0.00 0.00 0.00 0.00 P- 60 FH -6 J- 33 400.59 0.34 0.12 2.56 3.93 2.93 P- 61 J- 33 J- 35 376.59 1.86 0.05 4.27 10.87 10.59 P- 62 J- 33 J- 36 18.00 0.00 0.00 0.11 0.01 0.01 P- 63 J- 36 S2P1A -FH1 0.00 0.00 0.00 0.00 0.00 0.00 P- 64 J- 36 J- 38 9.00 0.02 0.01 0.23 0.10 0.08 P- 65 J- 39 J- 32 178.23 0.16 0.05 1.14 0.85 0.66 P- 66 FH -20 J- 39 178.23 0.20 0.05 1.14 0.81 0.66 P- 67 J- 40 FH -20 188.73 0.16 0.03 1.20 0.87 0.74 P- 68 J- 37 J- 40 181.07 0.10 0.03 1.16 0.86 0.68 P- 69 J- 42 J- 40 27.17 0.02 0.00 0.31 0.08 0.08 P- 70 J- 42 FH -21 12.00 0.00 0.00 0.14 0.02 0.02 P- 71 FH -21 J- 43 12.00 0.02 0.00 0.31 0.13 0.13 P- 72 FH -22 J- 37 134.21 0.14 0.03 0.86 0.46 0.39 P- 73 J- 41 FH -22 153.71 0.10 0.01 0.98 0.56 0.50 P- 74 J- 45 J- 42 57.17 0.07 0.01 0.65 0.36 0.33 P- 75 FH -23 J- 45 78.17 0.12 0.01 0.89 0.63 0.58 P- 76 J- 44 FH -23 87.17 0.18 0.01 0.99 0.76 0.71 P- 77 J- 45 J- 46 12.00 0.02 0.00 0.31 0.13 0.13 P- 78 J- 47 J- 37 49.86 0.12 0.01 0.57 0.27 0.25 P- 79 J- 35 FH -24 375.09 1.25 0.16 4.26 11.86 10.52 P- 80 FH -24 J- 49 12.00 0.03 0.00 0.31 0.13 0.13 P- 81 FH -24 J- 50 360.09 2.39 0.04 4.09 9.93 9.75 P- 82 J -50a J- 50 648.91 13.03 0.62 7.36 30.41 29.02 P- 83 J- 50 FH -25 1000.00 5.49 1.48 11.35 82.05 64.65 P -14A FH -2 J- 47 7.40 0.00 0.00 0.08 0.01 0.01 P -14B FH -4 J- 47 42.46 0.07 0.00 0.48 0.19 0.19 P -16B J- 6 J -50a 143.78 0.02 0.00 0.23 0.02 0.02 NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) FH -1 0.00 496.64 333.00 163.64 70.91 FH -10 0.00 494.35 308.00 186.35 80.75 FH -11 0.00 494.35 313.00 181.35 78.59 FIRE FLOW SCENARIO #2 FH -12 0.00 494.33 313.00 181.33 78.58 FH -13 16.50 494.35 305.00 189.35 82.05 FH -14 0.00 490.14 315.00 175.14 75.89 FH -15 13.50 494.17 306.00 188.17 81.54 FH -16 0.00 492.42 307.00 185.42 80.35 FH -1A 0.00 494.39 316.00 178.39 77.30 FH -2 0.00 496.58 333.00 163.58 70.88 FH -20 10.50 496.13 326.00 170.13 73.72 FH -21 0.00 496.34 329.00 167.34 72.51 FH -22 19.50 496.61 336.00 160.61 69.60 FH -23 9.00 496.54 338.00 158.54 68.70 FH -24 F1-1-24 3.00 485.39 315.00 170.39 73.83 FH -25 FH -25 1000.00 475.98 317.50 158.48 68.68 FH -2A 21.00 494.51 316.00 178.51 77.36 FH -3 0.00 496.62 326.00 170.62 73.94 FH -3A 0.00 494.41 320.00 174.41 75.58 FH -4 0.00 496.65 333.00 163.65 70.92 FH -4A 0.00 495.60 318.00 177.60 76.96 FH -5 0.00 490.92 313.00 177.92 77.10 FH -6 0.00 489.16 316.00 173.16 75.04 FH -7 0.00 494.17 309.00 185.17 80.24 FH -8 0.00 494.17 303.00 191.17 82.84 FH -9 0.00 494.28 307.00 187.28 81.15 J- 1 0.00 496.89 342.00 154.89 67.12 J- 2 0.00 496.67 340.00 156.67 67.89 J- 3 6.00 496.66 339.00 157.66 68.32 J- 4 10.50 496.65 339.00 157.65 68.31 J- 5 16.50 496.62 327.00 169.62 73.50 J- 6 0.00 496.62 328.00 168.62 73.07 J- 7 7.50 496.63 330.00 166.63 72.21 J- 8 6.00 496.60 329.00 167.60 72.63 J- 9 21.00 496.58 323.00 173.58 75.22 J- 10 10.50 491.12 312.00 179.12 77.62 J- 11 0.00 496.72 311.00 185.72 80.48 J- 12 0.00 495.94 305.00 190.94 82.74 J- 13 0.00 494.17 307.00 187.17 81.11 J- 14 12.00 491.18 314.00 177.18 76.78 J- 15 15.00 494.18 318.00 176.18 76.34 J- 16 4.50 489.62 315.00 174.62 75.67 J- 17 10.50 490.03 314.00 176.03 76.28 J- 18 13.50 489.39 313.00 176.39 76.43 J- 19 15.00 494.42 313.00 181.42 78.62 J- 20 7.50 494.17 302.00 192.17 83.27 J- 21 18.00 494.20 309.00 185.20 80.25 J- 22 12.00 494.09 310.00 184.09 79.77 J- 23 0.00 494.41 305.00 189.41 82.08 J- 24 4.50 494.41 312.00 182.41 79.05 J- 25 6.00 494.33 304.00 190.33 82.48 J- 26 18.00 493.96 309.00 184.96 80.15 J- 27 0.00 495.93 295.00 200.93 87.07 J- 28 36.00 493.34 311.00 182.34 79.01 J- 29 22.50 493.73 322.00 171.73 74.42 J- 30 0.00 494.41 322.00 172.41 74.71 J- 31 28.50 494.61 318.00 176.61 76.53 J- 32 3.00 495.68 320.00 175.68 76.13 J- 33 6.00 488.71 316.00 172.71 74.84 J- 34 0.00 495.60 318.00 177.60 76.96 J- 35 1.50 486.80 316.00 170.80 74.01 J- 36 9.00 488.71 316.50 172.21 74.62 J- 37 3.00 496.45 331.00 165.45 71.69 J- 38 9.00 488.69 315.00 173.69 75.26 J- 39 0.00 495.88 322.00 173.88 75.35 J- 40 19.50 496.32 329.00 167.32 72.50 J- 41 12.00 496.72 339.50 157.22 68.13 J- 42 18.00 496.34 333.00 163.34 70.78 J- 43 12.00 496.32 326.00 170.32 73.80 J- 44 15.00 496.73 341.00 155.73 67.48 J- 45 9.00 496.42 335.00 161.42 69.95 J- 46 12.00 496.40 334.00 162.40 70.37 J- 47 0.00 496.58 328.00 168.58 73.05 J- 49 12.00 485.36 314.00 171.36 74.25 NODE FLOWRATE NODE NAME (gpm) TITLE R- 1 R- 2 NET SYSTEM INFLOW = 1564.00 NET SYSTEM OUTFLOW = 0.00 NET SYSTEM DEMAND = 1564.00 FIRE FLOW SCENARIO #2 J- 50 9.00 482.95 316.50 166.45 72.13 J -50a 19.50 496.61 315.00 181.61 78.70 R- 1 Wellborn Ele - - -- 497.00 342.00 155.00 67.17 R- 2 Flow Test -- -- 497.00 311.00 186.00 80.60 S2P1A -FH1 0.00 488.71 317.00 171.71 74.41 S U M M A R Y O F I N F L O W S A N D O U T F L O W S ( +) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES ( -) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES 562.46 Wellborn Ele 1001.54 Flow Test * * * ** HYDRAULIC ANALYSIS COMPLETED * * * ** SANITARY SEWER SYSTEM MAP LOWRY MEADOW LN. CREEK MEADOW BLVD. N. HAYFIELD CT. HAZY MEADOW CT. LOWRY MEADOW LN. SILVER SPRINGS CT. STILL WATER MEADOW CREEK MEADOW LOOP Oko. ate— +i c S wm --- vA \ I LLLL, I -L. 1 { q m Q \ m Z 2, + \ TURNSERRY PLACE (VOL 41841, PG. 77) i 1 1 �Drmmmo t i l I I I � «C °m r7. ���nm Z D O A A i S � gg; A A 6�� 2� m I In r�ZtDiy I*1m N C y CC- m- � m � Z MA` mmmZ � � � 1r1 � N f"m [ > p � A ZZ z � L� D 7C y IZj� p A Z f�1 r p mm O E 2 c c m m m m D l m l m -i-1m mP XI= m 11111 1111 EXISTING SANITARY PROPOSED SANITARY FUTURE SANITARY SEWER LINES SEWER UNES SEWER UNES 0 0 O �/��..� m �� �0. 1 >� +f�7ND �✓W r m m i+t n1 n r Q O FE « y V .2 .2 >oC cZ >v 00 AZ x= z gg = m M Z n z > c r ;m i Nm2�y A ; z m m m z > AI m > In to n m z ; , ; m m z y !I QQ i I ®o- ® ®� ® =1X(M T 3 I I ,I- T T m V m nZ u1 i. C'9 E O In p m RI D. ° AAM%% * �$�gt � F �i y �m m m 2 Zm0- -1 mmm o f+5 R+1 mm>Om Z n 2 P z m c i n z m zz D -n LONG CREEK LN. 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WINSTORM HYDRAULIC ANALYSIS DATA PROJECT NAME : 202 JOB NUMBER 0316 PROJECT DESCRIPTION : Section 2, Phase 1B DESIGN FREQUENCY 2 Years MEASUREMENT UNITS: ENGLISH Runoff Computation for Design Frequency. stmOutput.txt WinStorm (STORM DRAIN DESIGN) Version 3.05, Jan. 25, 2002 Run @ 8/10/2009 10:47:57 PM OUTPUT FOR DESIGN FREQUENCY of: 2 Years ID C Value Area Tc Tc Used Intensity Supply Q Total Q (acre) (min) (min) (in /hr) (cfs) (cfs) MH -1 0.0 0.00 10.00 0.00 0.00 0.001 0.001 MH -2 0.0 0.00 10.00 0.00 0.00 0.002 0.002 MH -3 0.0 0.00 10.00 0.00 0.00 0.040 0.040 MH -4 0.0 0.00 10.00 0.00 0.00 0.018 0.018 MH -5 0.0 0.00 10.00 0.00 0.00 0.005 0.005 MH -6 0.0 0.00 10.00 0.00 0.00 0.017 0.017 MH -7 0.0 0.00 10.00 0.00 0.00 0.010 0.010 MH -8 0.0 0.00 10.00 0.00 0.00 0.020 0.020 -9 0.0 0.00 10.00 0.00 0.00 0.013 0.013 r,d -10 0.0 0.00 10.00 0.00 0.00 0.023 0.023 MH -11 0.0 0.00 10.00 0.00 0.00 0.017 0.017 MH -12 0.0 0.00 10.00 0.00 0.00 0.017 0.017 MH -13 0.0 0.00 10.00 0.00 0.00 0.010 0.010 MH -14 0.0 0.00 10.00 0.00 0.00 0.108 0.108 MH -16 0.0 0.00 10.00 0.00 0.00 0.015 0.015 MH -17 0.0 0.00 10.00 0.00 0.00 0.012 0.012 MH -18 0.0 0.00 10.00 0.00 0.00 0.007 0.007 MH -19 0.0 0.00 10.00 0.00 0.00 0.040 0.040 MH -20 0.0 0.00 10.00 0.00 0.00 0.007 0.007 MH -21 0.0 0.00 10.00 0.00 0.00 0.012 0.012 MH -23 0.0 0.00 10.00 0.00 0.00 0.079 0.079 MH -26 0.0 0.00 10.00 0.00 0.00 0.000 0.000 MH -27 0.0 0.00 10.00 0.00 0.00 0.015 0.015 MH -29 0.0 0.00 10.00 0.00 0.00 0.005 0.005 MH -33 0.0 0.00 10.00 0.00 0.00 0.007 0.007 MH -34 0.0 0.00 10.00 0.00 0.00 0.013 0.013 MH -35 0.0 0.00 10.00 0.00 0.00 0.040 0.040 MH -36 0.0 0.00 10.00 0.00 0.00 0.002 0.002 MH -37 0.0 0.00 10.00 0.00 0.00 0.013 0.013 MH -38 0.0 0.00 10.00 0.00 0.00 0.010 0.010 MH -39 0.0 0.00 10.00 0.00 0.00 0.003 0.003 MH -40 0.0 0.00 10.00 0.00 0.00 0.003 0.003 Page 1 stmOutput.txt MH -41 0.0 0.00 10.00 0.00 0.00 0.005 0.005 ' -42 0.0 0.00 10.00 0.00 0.00 0.001 0.001 -44 0.0 0.00 10.00 0.00 0.00 0.003 0.003 MH -45 0.0 0.00 10.00 0.00 0.00 0.030 0.030 MH -46 0.0 0.00 10.00 0.00 0.00 0.046 0.046 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 0.001 0.001 MH -50 0.0 0.00 10.00 0.00 0.00 0.008 0.008 MH -51 0.0 0.00 10.00 0.00 0.00 0.003 0.003 MH -52 0.0 0.00 10.00 0.00 0.00 0.007 0.007 MH -53 0.0 0.00 10.00 0.00 0.00 0.002 0.002 MH -54 0.0 0.00 10.00 0.00 0.00 0.002 0.002 MH -55 0.0 0.00 10.00 0.00 0.00 0.015 0.015 MH -56 0.0 0.00 10.00 0.00 0.00 0.013 0.013 MH -57 0.0 0.00 10.00 0.00 0.00 0.013 0.013 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 0.015 0.015 MH -60 0.0 0.00 10.00 0.00 0.00 0.012 0.012 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 0.007 0.007 MH -64 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 0.007 0.007 MH -66 0.0 0.00 10.00 0.00 0.00 0.020 0.020 MH -67 0.0 0.00 10.00 0.00 0.00 0.005 0.005 MH -68 0.0 0.00 10.00 0.00 0.00 0.008 0.008 -69 0.0 0.00 10.00 0.00 0.00 0.007 0.007 1-.1i-70 0.0 0.00 10.00 0.00 0.00 0.003 0.003 MH -71 0.0 0.00 10.00 0.00 0.00 0.068 0.068 MH -72 0.0 0.00 10.00 0.00 0.00 0.010 0.010 MH -74 0.0 0.00 10.00 0.00 0.00 0.007 0.007 MH -1B 0.0 0.00 10.00 0.00 0.00 0.017 0.017 MH -75 0.0 0.00 10.00 0.00 0.00 0.010 0.010 MH -76 0.0 0.00 10.00 0.00 0.00 0.023 0.023 MH -77 0.0 0.00 10.00 0.00 0.00 0.005 0.005 MH -78 0.0 0.00 10.00 0.00 0.00 0.026 0.026 MH -79 0.0 0.00 10.00 0.00 0.00 0.007 0.007 MH -80 0.0 0.00 10.00 0.00 0.00 0.031 0.031 MH -81 0.0 0.00 10.00 0.00 0.00 0.003 0.003 MH -82 0.0 0.00 10.00 0.00 0.00 0.023 0.023 MH -83 0.0 0.00 10.00 0.00 0.00 0.013 0.013 MH -84 0.0 0.00 10.00 0.00 0.00 0.030 0.030 MH -85 0.0 0.00 10.00 0.00 0.00 0.013 0.013 MH -86 0.0 0.00 10.00 0.00 0.00 0.080 0.080 MH -87 0.0 0.00 10.00 0.00 0.00 0.053 0.053 MH -88 0.0 0.00 10.00 0.00 0.00 0.059 0.059 MH -90 0.0 0.00 10.00 0.00 0.00 0.119 0.119 MH -93 0.0 0.00 10.00 0.00 0.00 0.063 0.063 MH -94 0.0 0.00 10.00 0.00 0.00 0.017 0.017 MH -95 0.0 0.00 10.00 0.00 0.00 0.007 0.007 Page 2 M8-96 0.0 - `-97 0.0 .-98 0.0 0.00 0.00 0.00 10.00 10.00 10.00 atmOotput'txt 0.00 0.00 0.00 Cumulative Junction Discharge Computations Page 3 0.00 0.00 0'0O 0.008 0.005 0.012 0'008 0.005 0.012 Node Node Weighted Cumulat. Cumulat. Intens. User Additional Total I.D. Type C-Value Dr.Area To Supply Q Q in Node Disch. (acres) (min) (in/hr) cfs) (cfs) (cfs) MH-1 CircMh 0'000 0'00 10.00 6'33 0'312 0'00 0'3I2 MB-2 CircMh 0'000 0'00 10'00 6.33 0.331 0'00 0'331 M8-3 CircMh 0.000 0.00 14.07 5.37 0.464 0'00 0'464 M8-4 CircMh 0'000 0.00 15'32 5'13 0.482 0'00 0.482 MB-5 CircMh 0'000 0'00 16'07 5.01 0.487 0.00 0.487 M8-6 CircMh 0.000 0'00 17,56 4.77 0'504 0'00 0.504 MB-7 CircMh 0'000 0'00 19'06 4'55 0.514 0.00 0'514 MB-8 CircMh 0'000 0.00 19'96 4.44 0.534 0'80 0.534 M8-9 CircMh 0'080 0'00 21'I4 4.29 0'554 0'00 0.554 M8-I0 CircMh 0'000 0'80 23.65 4'01 0'697 0'00 0.697 MH-11 CircMh 0'000 0.00 24.48 3.93 0'717 0'00 0'717 MB-I2 CircMh 0'000 0'00 26'14 3.78 0'734 0.00 0.734 M8-13 CircMh 0'000 0.00 27'81 3.63 0.744 0.00 0'744 MB-I4 CircMh 0'000 0'00 29.03 3.54 0'852 0'00 0'852 MH-15 CircMh 0.000 0.00 29.96 3.47 0.852 0'00 0'852 '-16 CircMh 0'000 0'00 31'82 3.34 0.867 0.00 0.867 .~u-17 CircMh 0'008 0.00 32.91 3.26 0.804 0.00 0.904 MB-18 CircMh 0.000 0'00 33.68 3.22 0.951 0'00 0.951 MB-19 CircMh 0'000 0.00 39.43 2.90 1'466 0'00 1'466 MB-20 CircMh 0'000 0.00 40.27 2.86 1.473 0'00 I'473 MB-21 CircMh 0.000 0'00 41.38 2.80 1'485 0.00 1.485 MB-22 CircMh 0'000 0.00 42'02 2.78 1'485 0'00 1'485 MB-23 CircMh 0'000 0'00 43.79 2'70 1'564 0.00 1'564 MB-24 CircMh 0'000 0'00 44.30 2.68 1.564 0'00 1'564 MB-25 CircMh 0.000 0.00 44.59 2.67 1'564 0'00 1'564 MB-26 CircMh 0'000 0'00 24.83 3'90 0.268 0'00 0.368 Ma-27 CircMh 0'000 0'00 26'07 3.78 0.426 0'00 0'426 MH-28 CircMh 0'000 0'00 27'14 3.69 0.426 0.00 0.426 MB-29 CircMh 0'000 0.00 28.00 3,62 0'433 0.00 0'433 M8-30 CircMh 0.000 0'00 30'61 3.42 0.433 0.00 0'433 MB-3I CircMh 0'000 0.00 3I'98 3.33 0.433 0.00 0'433 M8-32 CircMh 0'000 0.00 32.63 3.28 0'455 0.00 0.455 MB-33 CircMh 0'000 0.00 34'21 3'18 0'462 0.00 0'462 MB-34 CircMh 0'000 0'00 36'41 3'06 0.475 0'00 0.475 MB-35 CircMh 0'008 0'00 8'00 0'00 0.040 0'00 0'040 MB-36 CircMh 8'000 0'00 0.00 0'00 0.002 0.00 0'002 MB-37 CircMh 0.000 0'00 10'00 6'33 0'015 0.00 0'0I5 MB-38 CircMh 0'008 0'00 10.88 6.09 0.025 0'00 0.025 MB-39 CircMh 8.000 0.00 0.00 0.00 0.003 0.00 0.003 stmOutput.txt MH -40 CircMh 0.000 0.00 10.00 6.33 0.115 0.00 0.115 "'' -41 CircMh 0.000 0.00 10.29 6.25 0.120 0.00 0.120 -42 CircMh 0.000 0.00 0.00 0.00 0.001 0.00 0.001 MH -43 CircMh 0.000 0.00 10.00 6.33 0.001 0.00 0.001 MH -44 CircMh 0.000 0.00 0.00 0.00 0.003 0.00 0.003 MH -45 CircMh 0.000 0.00 10.00 6.33 0.046 0.00 0.046 MH -46 CircMh 0.000 0.00 11.72 5.88 0.092 0.00 0.092 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 0.004 0.00 0.004 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 0.015 0.00 0.015 MH -52 CircMh 0.000 0.00 10.00 6.33 0.022 0.00 0.022 MH -53 CircMh 0.000 0.00 0.00 0.00 0.002 0.00 0.002 MH -54 CircMh 0.000 0.00 0.00 0.00 0.002 0.00 0.002 MH -55 CircMh 0.000 0.00 10.00 6.33 0.017 0.00 0.017 MH -56 CircMh 0.000 0.00 10.00 6.33 0.030 0.00 0.030 MH -57 CircMh 0.000 0.00 10.64 6.15 0.043 0.00 0.043 LS CircMh 0.000 0.00 44.59 2.67 1.564 0.00 1.564 MH -58 CircMh 0.000 0.00 23.91 3.99 0.368 0.00 0.368 MH -59 CircMh 0.000 0.00 22.92 4.09 0.365 0.00 0.365 MH -60 CircMh 0.000 0.00 10.00 6.33 0.109 0.00 0.109 MH -61 CircMh 0.000 0.00 10.00 6.33 0.097 0.00 0.097 MH -62 CircMh 0.000 0.00 0.00 0.00 0.010 0.00 0.010 MH -63 CircMh 0.000 0.00 21.68 4.23 0.241 0.00 0.241 MH -64 CircMh 0.000 0.00 10.00 6.33 0.080 0.00 0.080 MH -65 CircMh 0.000 0.00 20.63 4.35 0.234 0.00 0.234 ' -66 CircMh 0.000 0.00 19.23 4.53 0.227 0.00 0.227 -H -67 CircMh 0.000 0.00 17.68 4.75 0.197 0.00 0.197 MH -68 CircMh 0.000 0.00 16.35 4.96 0.192 0.00 0.192 MH -69 CircMh 0.000 0.00 10.00 6.33 0.010 0.00 0.010 MH -70 CircMh 0.000 0.00 0.00 0.00 0.003 0.00 0.003 MH -71 CircMh 0.000 0.00 0.00 0.00 0.068 0.00 0.068 MH -73 CircMh 0.000 0.00 10.00 6.33 0.078 0.00 0.078 MH -72 CircMh 0.000 0.00 0.00 0.00 0.010 0.00 0.010 MH -74 CircMh 0.000 0.00 0.00 0.00 0.007 0.00 0.007 MH -1B CircMh 0.000 0.00 10.00 6.33 0.329 0.00 0.329 MH -75 CircMh 0.000 0.00 0.00 0.00 0.010 0.00 0.010 MH -76 CircMh 0.000 0.00 10.00 6.33 0.033 0.00 0.033 MH -77 CircMh 0.000 0.00 10.00 6.33 0.038 0.00 0.038 MH -78 CircMh 0.000 0.00 10.00 6.33 0.064 0.00 0.064 MH -79 CircMh 0.000 0.00 14.17 5.35 0.153 0.00 0.153 MH -80 CircMh 0.000 0.00 15.36 5.13 0.184 0.00 0.184 MH -80 CircMh 0.000 0.00 0.00 0.00 0.000 0.00 0.000 MH -81 CircMh 0.000 0.00 0.00 0.00 0.003 0.00 0.003 MH -82 CircMh 0.000 0.00 10.00 6.33 0.039 0.00 0.039 MH -83 CircMh 0.000 0.00 10.00 6.33 0.052 0.00 0.052 MH -84 CircMh 0.000 0.00 12.11 5.79 0.082 0.00 0.082 MH -85 CircMh 0.000 0.00 0.00 0.00 0.013 0.00 0.013 MH -86 CircMh 0.000 0.00 0.00 0.00 0.080 0.00 0.080 MH -87 CircMh 0.000 0.00 10.00 6.33 0.133 0.00 0.133 Page 4 stmOutput.txt MH -88 CircMh 0.000 0.00 10.00 6.33 0.192 '"_` -90 CircMh 0.000 0.00 10.00 6.33 0.311 . -91 CircMh 0.000 0.00 10.00 6.33 0.311 MH -92 CircMh 0.000 0.00 10.00 6.33 0.311 MH -89 CircMh 0.000 0.00 10.00 6.33 0.192 MH -93 CircMh 0.000 0.00 0.00 0.00 0.063 MH -94 BoxMh 0.000 0.00 10.00 6.33 0.092 MH -95 CircMh 0.000 0.00 10.00 6.33 0.104 MH -96 CircMh 0.000 0.00 10.00 6.33 0.112 MH -97 CircMh 0.000 0.00 0.00 0.00 0.005 MH -98 CircMh 0.000 0.00 0.00 0.00 0.012 Conveyance Configuration Data 0.00 0.192 0.00 0.311 0.00 0.311 0.00 0.311 0.00 0.192 0.00 0.063 0.00 0.092 0.00 0.104 0.00 0.112 0.00 0.005 0.00 0.012 Run# Node I.D. Flowline Elev. US DS US DS Shape # Span Rise Length Slope nvalue (ft) (ft) (ft) (ft) (ft) (%) 1 MH -1 MH -1B 328.49 321.14 Circ 1 0.00 0.67 367.38 2.00 0.013 2 MH -2 MH -3 316.64 313.56 Circ 1 0.00 0.67 499.00 0.62 0.013 3 MH -3 MH -4 313.46 312.25 Circ 1 0.00 0.67 202.24 0.60 0.013 4 MH -4 MH -5 312.15 311.41 Circ 1 0.00 0.67 121.99 0.61 0.013 5 MH -5 MH -6 311.31 309.87 Circ 1 0.00 0.67 241.44 0.60 0.013 6 MH -6 MH -7 309.77 308.29 Circ 1 0.00 0.67 246.37 0.60 0.013 7 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 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 -19 293.20 292.00 Circ 1 0.00 0.83 298.65 0.40 0.013 19 MH -19 MH -20 291.90 291.34 Circ 1 0.00 0.83 139.67 0.40 0.013 20 MH -20 MH -21 291.24 290.50 Circ 1 0.00 0.83 186.82 0.40 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 272.11 272.00 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 -30 299.66 298.23 Circ 1 0.00 0.67 355.67 0.40 0.013 30 MH -30 MH -31 298.13 297.38 Circ 1 0.00 0.67 187.88 0.40 0.013 31 MH -31 MH -32 297.28 296.94 Circ 1 0.00 0.67 86.22 0.39 0.013 Page 5 stmOutput.txt 32 MH -32 MH -33 296.84 295.96 Circ 1 0.00 0.67 218.72 0.40 0.013 - 1 MH -33 MH -34 295.86 294.65 Circ 1 0.00 0.67 304.23 0.40 0.013 MH -34 MH -19 294.55 292.86 Circ 1 0.00 0.67 421.50 0.40 0.013 35 MH -35 MH -18 294.21 293.58 Circ 1 0.00 0.50 79.73 0.79 0.013 36 MH -36 MH -37 303.59 300.78 Circ 1 0.00 0.50 280.68 1.00 0.013 37 MH -37 MH -38 300.68 298.00 Circ 1 0.00 0.50 267.72 1.00 0.013 38 MH -38 MH -17 297.90 295.93 Circ 1 0.00 0.50 197.55 1.00 0.013 39 MH -39 MH -11 305.66 302.78 Circ 1 0.00 0.50 252.96 1.14 0.013 40 MH -40 MH -41 305.15 304.35 Circ 1 0.00 0.67 200.60 0.40 0.013 41 MH -41 MH -10 304.25 303.39 Circ 1 0.00 0.67 214.24 0.40 0.013 42 MH -42 MH -43 314.65 314.32 Circ 1 0.00 0.67 82.72 0.40 0.013 43 MH -43 MH -3 314.22 313.56 Circ 1 0.00 0.67 166.00 0.40 0.013 44 MH -44 MH -45 330.30 321.81 Circ 1 0.00 0.50 396.50 2.14 0.013 45 MH -45 MH -46 321.71 316.71 Circ 1 0.00 0.50 499.51 1.00 0.013 46 MH -46 MH -3 316.61 313.73 Circ 1 0.00 0.50 294.82 0.98 0.013 47 MH -47 MH -45 322.89 322.20 Circ 1 0.00 0.50 68.50 1.01 0.013 48 MH -48 MH -49 303.30 302.59 Circ 1 0.00 0.50 79.09 0.90 0.013 49 MH -49 MH -50 302.49 301.01 Circ 1 0.00 0.50 145.85 1.01 0.013 50 MH -50 MH -51 300.91 299.44 Circ 1 0.00 0.50 147.85 0.99 0.013 51 MH -51 MH -52 299.34 297.87 Circ 1 0.00 0.50 147.05 1.00 0.013 52 MH -52 MH -32 297.60 296.96 Circ 1 0.00 0.67 159.13 0.40 0.013 53 MH -53 MH -29 302.46 300.92 Circ 1 0.00 0.50 153.25 1.00 0.013 54 MH -54 MH -55 308.74 307.67 Circ 1 0.00 0.50 136.07 0.79 0.013 55 MH -55 MH -56 307.57 305.87 Circ 1 0.00 0.50 216.39 0.79 0.013 56 MH -56 MH -57 305.77 303.12 Circ 1 0.00 0.50 338.40 0.78 0.013 57 MH -57 MH -27 302.95 301.99 Circ 1 0.00 0.67 239.11 0.40 0.013 58 MH -58 MH -26 303.37 302.89 Circ 1 0.00 0.67 118.88 0.40 0.013 MH -59 MH -58 304.86 303.54 Circ 1 0.00 0.50 166.18 0.79 0.013 -J MH -60 MH -59 306.34 304.96 Circ 1 0.00 0.50 172.27 0.80 0.013 61 MH -61 MH -60 304.86 303.53 Circ 1 0.00 0.50 251.99 0.53 0.013 62 MH -62 MH -61 303.37 302.89 Circ 1 0.00 0.50 154.44 0.31 0.013 63 MH -63 MH -59 307.00 304.96 Circ 1 0.00 0.50 204.68 1.00 0.013 64 MH -64 MH -61 309.96 308.56 Circ 1 0.00 0.50 175.68 0.80 0.013 65 MH -65 MH -63 308.37 307.11 Circ 1 0.00 0.50 157.35 0.80 0.013 66 MH -66 MH -65 310.13 308.47 Circ 1 0.00 0.50 208.26 0.80 0.013 67 MH -67 MH -66 311.17 310.23 Circ 1 0.00 0.50 187.39 0.50 0.013 68 MH -68 MH -67 312.07 311.27 Circ 1 0.00 0.50 159.41 0.50 0.013 69 MH -69 MH -66 311.95 310.23 Circ 1 0.00 0.50 214.88 0.80 0.013 70 MH -70 MH -69 313.20 312.05 Circ 1 0.00 0.50 145.01 0.79 0.013 71 MH -73 MH -64 311.49 310.06 Circ 1 0.00 0.50 178.61 0.80 0.013 72 MH -71 MH -73 312.51 311.59 Circ 1 0.00 0.50 114.50 0.80 0.013 73 MH -72 MH -73 315.99 311.59 Circ 1 0.00 0.50 244.30 1.80 0.013 74 MH -74 MH -9 308.57 306.43 Circ 1 0.00 0.50 214.00 1.00 0.013 75 MH -1B MH -2 321.04 316.74 Circ 1 0.00 0.67 215.00 2.00 0.013 76 MH -75 MH -76 328.75 323.50 Circ 1 0.00 0.50 345.49 1.52 0.013 77 MH -76 MH -77 323.40 319.75 Circ 1 0.00 0.50 263.76 1.38 0.013 78 MH -77 MH -78 319.65 315.57 Circ 1 0.00 0.50 263.96 1.55 0.013 79 MH -78 MH -79 315.47 314.77 Circ 1 0.00 0.50 87.21 0.80 0.013 80 MH -79 MH -80 314.67 313.39 Circ 1 0.00 0.50 161.03 0.79 0.013 82 MH -80 MH -68 313.29 312.17 Circ 1 0.00 0.50 139.50 0.80 0.013 83 MH -81 MH -82 331.58 326.04 Circ 1 0.00 0.50 363.98 1.52 0.013 Page 6 stmOutput.txt 84 MH -82 MH -83 325.94 323.52 Circ 1 0.00 0.50 207.71 1.17 0.013 - S MH -83 MH -84 323.42 317.03 Circ 1 0.00 0.50 377.81 1.69 0.013 MH -84 MH -79 316.93 314.77 Circ 1 0.00 0.50 242.13 0.89 0.013 87 MH -85 MH -82 327.21 326.04 Circ 1 0.00 0.50 77.82 1.50 0.013 88 MH -86 MH -87 337.19 335.56 Circ 1 0.00 0.50 203.85 0.80 0.013 89 MH -87 MH -88 335.46 332.57 Circ 1 0.00 0.50 361.11 0.80 0.013 90 MH -88 MH -89 332.47 332.00 Circ 1 0.00 0.50 59.13 0.79 0.013 91 MH -89 MH -90 331.90 330.76 Circ 1 0.00 0.50 143.15 0.80 0.013 92 MH -90 MH -91 330.66 330.01 Circ 1 0.00 0.50 80.20 0.81 0.013 93 MH -91 MH -92 329.91 329.70 Circ 1 0.00 0.50 25.46 0.82 0.013 94 MH -92 MH -1 329.60 328.59 Circ 1 0.00 0.67 100.88 1.00 0.013 95 MH -96 MH -40 305.82 305.45 Circ 1 0.00 0.67 92.69 0.40 0.013 96 MH -95 MH -96 306.55 305.92 Circ 1 0.00 0.67 157.11 0.40 0.013 97 MH -97 MH -95 309.73 306.82 Circ 1 0.00 0.50 145.55 2.00 0.013 98 MH -94 MH -95 307.71 306.65 Circ 1 0.00 0.67 265.00 0.40 0.013 99 MH -93 MH -94 309.17 307.86 Circ 1 0.00 0.50 171.41 0.76 0.013 100 MH -98 MH -94 309.13 307.86 Circ 1 0.00 0.50 157.21 0.81 0.013 Conveyance Hydraulic Computations. Tailwater = 0.000 (ft) Hydraulic Gradeline Depth Velocity Junc Run# US Elev DS Elev Fr.Slope Unif. Actual Unif. Actual Q Cap Loss (ft) (ft) ( %) (ft) (ft) (f /s) (f /s) (cfs) (cfs) (ft) 1* 328.68 321.33 0.065 0.19 0.19 3.73 3.73 0.31 1.73 0.000 316.91 313.83 0.073 0.27 0.27 2.46 2.46 0.33 0.96 0.000 313.79 312.57 0.144 0.33 0.33 2.69 2.69 0.46 0.95 0.000 4 312.49 311.65 0.155 0.34 0.34 2.71 2.71 0.48 0.95 0.000 5 311.65 310.12 0.158 0.34 0.34 2.71 2.71 0.49 0.95 0.000 6 310.12 308.54 0.169 0.35 0.35 2.72 2.72 0.50 0.95 0.000 7* 308.54 307.65 0.176 0.35 0.35 2.75 2.75 0.51 0.95 0.000 8* 307.56 306.39 0.190 0.36 0.36 2.76 2.76 0.53 0.95 0.000 9 306.30 303.74 0.205 0.37 0.37 2.81 2.81 0.55 0.95 0.000 10 303.71 302.79 0.324 0.42 0.42 2.96 2.96 0.70 0.95 0.000 11 302.73 300.95 0.343 0.43 0.43 2.96 2.96 0.72 0.95 0.000 12 300.80 299.73 0.115 0.43 0.43 2.56 2.56 0.73 1.37 0.000 13 299.68 298.88 0.118 0.43 0.43 2.60 2.60 0.74 1.37 0.000 14 298.87 298.21 0.154 0.47 0.47 2.67 2.67 0.85 1.37 0.000 15 298.17 296.91 0.154 0.47 0.47 2.67 2.67 0.85 1.38 0.000 16 296.88 296.09 0.160 0.48 0.48 2.67 2.67 0.87 1.37 0.000 17 296.09 295.52 0.174 0.49 0.49 2.70 2.70 0.90 1.37 0.000 18 293.71 292.68 0.192 0.51 0.68 2.75 2.01 0.95 1.37 0.000 19 292.68 292.02 0.457 0.78 0.78 2.78 2.78 1.47 1.37 0.000 20 292.02 291.03 0.462 0.78 0.78 2.80 2.80 1.47 1.36 0.000 21* 290.91 289.37 0.469 0.51 0.51 4.24 4.24 1.49 2.12 0.000 22* 289.27 285.00 0.469 0.51 0.51 4.24 4.24 1.49 2.11 0.000 23* 284.92 283.68 0.520 0.53 0.53 4.27 4.27 1.56 2.11 0.000 24* 283.58 282.89 0.520 0.53 0.53 4.24 4.24 1.56 2.09 0.000 25* 272.56 272.45 0.193 0.45 0.45 4.55 4.55 1.56 3.74 0.000 Page 7 stmOutput.txt 26 302.96 302.26 0.090 0.32 0.32 2.17 2.17 0.37 0.77 0.000 302.25 301.63 0.121 0.36 0.36 2.24 2.24 0.43 0.77 0.000 301.58 301.07 0.121 0.36 0.36 2.24 2.24 0.43 0.77 0.000 29 300.02 298.54 0.125 0.36 0.36 2.28 2.28 0.43 0.78 0.000 30 298.49 297.69 0.125 0.36 0.36 2.28 2.28 0.43 0.77 0.000 31 297.64 297.25 0.125 0.36 0.36 2.23 2.23 0.43 0.77 0.000 32 297.21 296.28 0.138 0.37 0.37 2.31 2.31 0.46 0.78 0.000 33 296.23 294.97 0.142 0.37 0.37 2.30 2.30 0.46 0.77 0.000 34 294.93 293.18 0.150 0.38 0.38 2.33 2.33 0.48 0.78 0.000 35* 294.31 293.71 0.005 0.10 0.13 1.52 1.03 0.04 0.50 0.000 36* 303.61 300.80 0.000 0.02 0.02 0.64 0.64 0.00 0.56 0.000 37* 300.74 298.06 0.001 0.06 0.06 1.25 1.25 0.02 0.56 0.000 38* 297.97 296.09 0.002 0.07 0.16 1.46 0.45 0.03 0.56 0.000 39* 305.69 302.81 0.000 0.03 0.03 0.76 0.76 0.00 0.60 0.000 40* 305.33 304.53 0.009 0.18 0.18 1.56 1.56 0.12 0.77 0.000 41* 304.43 303.71 0.010 0.18 0.32 1.60 0.71 0.12 0.78 0.000 42* 314.67 314.34 0.000 0.02 0.02 0.39 0.39 0.00 0.77 0.000 43* 314.24 313.79 0.000 0.02 0.23 0.39 0.01 0.00 0.77 0.000 44* 330.32 321.83 0.000 0.02 0.02 0.96 0.96 0.00 0.82 0.000 45* 321.81 316.81 0.007 0.10 0.10 1.73 1.73 0.05 0.56 0.000 46* 316.75 313.87 0.027 0.14 0.14 2.09 2.09 0.09 0.55 0.000 47* 322.94 322.25 0.001 0.05 0.05 1.21 1.21 0.01 0.56 0.000 48* 303.33 302.62 0.000 0.03 0.03 0.76 0.76 0.00 0.53 0.000 49* 302.52 301.04 0.000 0.03 0.03 0.82 0.82 0.00 0.57 0.000 50* 300.96 299.49 0.000 0.05 0.05 1.18 1.18 0.01 0.56 0.000 51* 299.40 297.93 0.001 0.06 0.06 1.25 1.25 0.02 0.56 0.000 52* 297.68 297.21 0.000 0.08 0.25 0.97 0.19 0.02 0.78 0.000 * 302.48 300.94 0.000 0.02 0.02 0.64 0.64 0.00 0.56 0.000 J 4* 308.76 307.69 0.000 0.02 0.02 0.64 0.64 0.00 0.50 0.000 55* 307.63 305.93 0.001 0.06 0.06 1.17 1.17 0.02 0.50 0.000 56* 305.85 303.20 0.003 0.08 0.08 1.40 1.40 0.03 0.50 0.000 57* 303.06 302.25 0.001 0.11 0.26 1.18 0.35 0.04 0.78 0.000 58 303.69 303.16 0.090 0.32 0.32 2.17 2.17 0.37 0.78 0.000 59 305.18 303.82 0.423 0.32 0.32 2.79 2.79 0.37 0.50 0.000 60* 306.50 305.18 0.038 0.16 0.22 2.04 1.34 0.11 0.50 0.000 61* 306.57 306.50 0.030 0.17 0.50 1.70 0.49 0.10 0.41 0.000 62* 306.57 306.57 0.000 0.06 0.50 0.72 0.05 0.01 0.31 0.000 63 307.23 305.18 0.184 0.23 0.23 2.74 2.74 0.24 0.56 0.000 64* 310.09 308.69 0.020 0.13 0.13 1.87 1.87 0.08 0.50 0.000 65 308.61 307.24 0.174 0.24 0.24 2.51 2.51 0.23 0.50 0.000 66 310.37 308.61 0.164 0.24 0.24 2.49 2.49 0.23 0.50 0.000 67 311.42 310.37 0.123 0.25 0.25 2.01 2.01 0.20 0.40 0.000 68 312.32 311.42 0.117 0.25 0.25 2.00 2.00 0.19 0.40 0.000 69* 312.00 310.37 0.000 0.05 0.14 1.01 0.23 0.01 0.50 0.000 70* 313.23 312.08 0.000 0.03 0.03 0.68 0.68 0.00 0.50 0.000 71* 311.62 310.19 0.019 0.13 0.13 1.87 1.87 0.08 0.50 0.000 72* 312.63 311.71 0.015 0.12 0.12 1.79 1.79 0.07 0.50 0.000 73* 316.03 311.63 0.000 0.04 0.04 1.36 1.36 0.01 0.75 0.000 74* 308.61 306.47 0.000 0.04 0.04 0.95 0.95 0.01 0.56 0.000 75* 321.24 316.94 0.072 0.20 0.20 3.77 3.77 0.33 1.73 0.000 76* 328.79 323.54 0.000 0.04 0.04 1.26 1.26 0.01 0.69 0.000 Page 8 stmOutput.txt 77* 323.48 319.83 0.003 0.08 0.08 1.78 1.78 0.03 0.66 0.000 - 9* 319.73 315.65 0.005 0.08 0.08 1.90 1.90 0.04 0.70 0.000 )* 315.59 314.89 0.013 0.12 0.12 1.76 1.76 0.06 0.50 0.000 80* 314.86 313.58 0.074 0.19 0.19 2.24 2.24 0.15 0.50 0.000 82 313.50 312.32 0.108 0.21 0.21 2.37 2.37 0.18 0.50 0.000 83* 331.60 326.06 0.000 0.02 0.02 0.85 0.85 0.00 0.69 0.000 84* 326.03 323.61 0.005 0.09 0.09 1.73 1.73 0.04 0.61 0.000 85* 323.51 317.12 0.009 0.09 0.09 2.14 2.14 0.05 0.73 0.000 86* 317.06 314.90 0.021 0.13 0.13 1.96 1.96 0.08 0.53 0.000 87* 327.26 326.09 0.001 0.05 0.05 1.36 1.36 0.01 0.69 0.000 88* 337.32 335.69 0.020 0.13 0.13 1.87 1.87 0.08 0.50 0.000 89* 335.64 332.75 0.056 0.18 0.18 2.16 2.16 0.13 0.50 0.000 90 332.68 332.13 0.117 0.21 0.21 2.38 2.38 0.19 0.50 0.000 91 332.11 330.94 0.117 0.21 0.21 2.38 2.38 0.19 0.50 0.000 92* 330.94 330.29 0.307 0.28 0.28 2.71 2.71 0.31 0.51 0.000 93* 330.19 329.98 0.307 0.28 0.28 2.73 2.73 0.31 0.51 0.000 94* 329.83 328.82 0.064 0.23 0.23 2.90 2.90 0.31 1.23 0.000 95* 305.99 305.62 0.008 0.17 0.17 1.56 1.56 0.11 0.77 0.000 96* 306.71 306.08 0.007 0.16 0.16 1.54 1.54 0.10 0.78 0.000 97* 309.76 306.85 0.000 0.03 0.03 1.13 1.13 0.01 0.79 0.000 98* 307.87 306.81 0.006 0.16 0.16 1.48 1.48 0.09 0.77 0.000 99* 309.29 307.98 0.013 0.12 0.12 1.72 1.72 0.06 0.49 0.000 100* 309.18 307.91 0.000 0.05 0.05 1.06 1.06 0.01 0.50 0.000 END * Super critical flow. IORMAL TERMINATION OF WINSTORM. Warning Messages for current project: Runoff Frequency of: 2 Years Tailwater set to uniform depth elevation = 272.45(ft) Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 24 Run# 20 Insufficient capacity. Run# 19 Insufficient capacity. Drop flowline elevation. Downstream HGL set to critical depth elevation at Run# 34 Drop flowline elevation. Downstream HGL set to critical depth elevation at Run# 17 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 37 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 51 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 critical depth elevation at Run# 28 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 53 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 48 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 39 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 55 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 64 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 70 Drop flowline elevation. Downstream HGL set to uniform depth elevation at Run# 54 Page 9 Drop flowline elevation. 'op flowline elevation. pop flowline elevation. Drop flowline elevation. Drop flowline elevation. Drop flowline elevation. Drop flowline elevation. Drop flowline elevation. Drop flowline elevation. Drop flowline elevation. Drop flowline elevation. stmOutput.txt Downstream HGL set to uniform depth elevation at Run# 74 Downstream HGL set to uniform depth elevation at Run# 95 Downstream HGL set to uniform depth elevation at Run# 84 Downstream HGL set to uniform depth elevation at Run# 97 Downstream HGL set to uniform depth elevation at Run# 77 Downstream HGL set to uniform depth elevation at Run# 83 Downstream HGL set to uniform depth elevation at Run# 87 Downstream HGL set to uniform depth elevation at Run# 76 Downstream HGL set to uniform depth elevation at Run# 42 Downstream HGL set to uniform depth elevation at Run# 44 Downstream HGL set to uniform depth elevation at Run# 47 Page 10