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HomeMy WebLinkAboutFire Flow Steady State AnalysisScenario: Automated Fire Flow Steady State Analysis Pipe Report n Label Length Diameter Materfal Hazen-Check Minor Contro ~;char~ ~pstream Structl..li~wnstream Structu E'ressure Headlos ~Velocity (ft) (in) Wiiiiams Valve? Loss Status (gpm) Hydraulic Grade Hydraulic Grade Pipe Gradier (ft/s) c Coefficlen (ft) (ft) Headlos5 (ft/1000 \ (fl) P-1 P-2 P-3 P-4 P-5 18.00 13.00 65.00 22.00 8.00 P-6 265.00 P-7 106.00 P-8 112.00 P-9 38.00 P-10 61.00 P-11 301 .00 P-12 75.00 P-13 76.00 P-14 53.00 P-15 98.00 P-16 197.00 P-17 421.00 P-18 65.00 P-19 275.00 P-0 224.00 P-21 700.00 P-22 89.00 12.0 PVC 12.0 PVC 12.0 PVC 12.0 PVC 12.0 PVC 12.0 PVC 12.0 PVC 12.0 PVC 12.0 PVC 12.0 PVC 12.0 PVC 12.0 PVC 12.0 PVC 12.0 PVC 12.0 PVC 12.0 PVG 12.0 PVC 12.0 PVC 12.0 PVC 12.0 PVC 12.0 PVC 24.0 PVC Title: College Station j:\. .. \water model\water model.wed 150.0 false 0.20 Open 1,790.00 \ 486.42 486.24 0.18 10. 6 5.08 150.0 false 0.20 Open 1, 790.00 486.24 486.09 0.15 11.1 8 5.08 150.0 false 0.00 Open 1,790.00 486.09 485.71 0.37 5. 2 5.08 150.0 false 150.0 false 150.0 false 150.0 false 150.0 false 150.0 false 150.0 false 150.0 false 150.0 false 150.0 false 150.0 false 150.0 false 150.0 false 150.0 false 150.0 false 150.0 false 150.0 false 150.0 false 150.0 false 0.05 Open 1, 790.00 0.00 Open 1,790.00 0.00 Oper 1,790.00 0.20 Oper 1,790.00 0.00 Oper 1,790.00 0.00 Ope 1,790.00 0.00 Ope i 1,690.00 0.05 OpE n 1,690.00 0.00 Op4 n 1,625.00 0.05 Op4 n 1,625.00 0.20 Op n 1,625.00 0.20 0.05 0.20 0.20 0.20 0.00 0.00 0.00 Op n 1,625.00 Op ~n 1,625.00 o~ ~n o.oo o~~n o.oo Op~n 0.00 Op \n ·1,840.00 Ope"-, ·1,8 rn.osi Open ~~o 485.71 485.57 485.52 484.01 483.32 482.68 482.47 482.15 480.59 480.23 479.85 479.53 479.00 478.04 478.04 478.04 486.42 487.77 492.00 485.57 485.52 484.01 483.32 482.68 482.47 482.15 480.59 480.23 479.85 479.53 479.00 478.04 478.04 478.04 478.04 487.77 491 .98 491 .98 0.15 0.05 1.51 0.69 0.64 0.22 0.31 1.56 0.36 0.38 0.32 0.53 0.96 0.00 0.00 0.00 1.35 4.21 0.02 6. 3 5. 1 5. 2 U7 5.172 5.~2 5. 4 5. 0 4. 8 5.~0 6 ~2 5 ~5 4 86 0 00 0 00 0 DO 6 02 6 02 0 21 5.08 5.08 5.08 5.08 5.08 5.08 4.79 4.79 4.61 4.61 4.61 4.61 4.61 0.00 0.00 0.00 5.22 5.22 1.30 -I\ Project Engineer: BPI User Bury & Partners WaterCAD v4.5 [4.5015a] 03/15/10 04:08:42 PM <C> Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 1 / / / ... //I/ , I;--1. I I I .I I 1· I , / , .. ' I -~ ... , .. · · -~' I I. r-::1. -1..1' r 11-1;" -, __ y-~ ~ ·· " . l.;.,1.1 ,/ ~ /J I 1-, I I y-·I-1 ·-1 .. L -, , ', "/i;,,/-• ' .. / }. ~I,/ ·11 I F"j ( · / 'd= ,1 1 / / 1 . r · , ·; / : ' ., "1 / "/ • I / I I I / 6 .: \\\\\\ '\\'\\\\\\~ \ '\\\ ·· ... \\ .. -'. ~-7-\'\"t,·\·•\•\ ......... , .. ~\.\.\.\ '.'. \\' ... ' .. Scenario: Automated Fire Flow / : ;'i : -1 Project Engineer: BPI User Title: College Station j:\ ... \water modellwater model.wed Bury & Partners WaterCAD v4.5 (4.5015a] 03/15/10 04:09:45 PM © Haestad Methods , Inc. 37 Brookside Road Waterbury, CT 06708 USA +1 -203-755-1666 Page 1 of 1 Title: College Station i I/ J.··· .. -... ·! ,/ ! Scenario: Automated Fire Flow Project Engineer: BPI User Bury & Partners WaterCAD v4.5 [4.5015a] j:\ ... \water model\water model.wed 03/15/10 04:10:01 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 1 Scenario: Automated Fire Flow Title: College Station Project Engineer: BPI User j:l ... lwater modellwater model.wed Bury & Partners WaterCAD v4.5 [4.5015a] 03/15/10 04: 11 :43 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 1 Label Length Diameter Material Hazen-Check (ft) (in) Williams Valve? c P-1 18.00 12.0 PVC 150.0 false P-2 13.00 12.0 PVC 150.0 false P-3 65.00 12.0 PVC 150.0 false P-4 22.00 12.0 PVC 150.0 false P-5 8.00 12.0 PVC 150.0 false P-6 265.00 12.0 PVC 150.0 false P-7 106.00 12.0 PVC 150.0 false P-8 112.00 12.0 PVC 150.0 false P-9 38.00 12.0 PVC 150.0 false P-10 61 .00 12.0 PVC 150.0 false P-11 301 .00 12.0 PVC 150.0 false P-1 2 75.00 12.0 PVC 150.0 false P-1 3 76.00 12.0 PVC 150.0 false P-14 53.00 12.0 PVC 150.0 false P-15 98.00 12.0 PVC 150.0 false P-16 197.00 12.0 PVC 150.0 false P-17 421 .00 12.0 PVC 150.0 false P-18 65.00 12.0 PVC 150.0 false P-19 275.00 12.0 PVC 150.0 false P-0 224.00 12.0 PVC 150.0 false P-21 700.00 12.0 PVC 150.0 false P-22 89.00 24.0 PVC 150.0 false Scenario: Automated Fire Flow Steady State Analysis Pipe Report Minor Control bischarge pstream Structw eiwnstream Structu Loss Status (gpm) Hydraulic Grade Hydraulic Grade Coefficien (ft) (ft) 0.20 Open 1,790.00 486.42 486.24 0.20 Open 1,790.00 486.24 486.09 0.00 Open 1,790.00 486.09 485.71 0.05 Open 1,790.00 485.71 485.57 0.00 Open 1,790.00 485.57 485.52 0.00 Open 1,790.00 485.52 484.01 0.20 Open 1,790.00 484.01 483.32 0.00 Open 1,790.00 483.32 482.68 0.00 Open 1,790.00 482.68 482.47 0.00 Open 1,690.00 482.47 482.15 0.05 Open 1,690.00 482.15 480.59 0.00 Open 1,625.00 480.59 480.23 0.05 Open 1,625.00 480.23 479.85 0.20 Open 1,625.00 479.85 479.53 0.20 Open 1,625.00 479.53 479.00 0.05 Open 1,625.00 479.00 478.04 0.20 Open 0.00 478.04 478.04 0.20 Open 0.00 478.04 478.04 0.20 Open 0.00 478.04 478.04 0.00 Open ·1,840.00 486.42 487.77 0.00 Open ·1,840.00 487.77 491 .98 0.00 Open 1,840.00 492.00 491.98 e>ressure Head loss Velocity Pipe Gradient (ft/s) Head loss (ft/1 OOOft) (ft) 0.18 10.16 5.08 0.15 11.88 5.08 0.37 5.72 5.08 0.15 6.63 5.08 0.05 5.71 5.08 1.51 5.72 5.08 0.69 6.47 5.08 0.64 5.72 5.08 0.22 5.72 5.08 0.31 5.14 4.79 1.56 5.20 4.79 0.36 4.78 4.61 0.38 5.00 4.61 0.32 6.02 4.61 0.53 5.45 4.61 0.96 4.86 4.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.35 6.02 5.22 4.21 6.02 5.22 0.02 0.21 1.30 T itle: College Station Project Engineer: BPI User j:\ ... \water model\water model.wed Bury & Partners WaterCAD v4.5 [4.501 5a] 03/15/10 04:08:42 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 1 \ ' !/' \ / ' / : -') / / Title: College Station j:\ ___ \water model\water model.wed 03/15/10 03:38:36 PM I ·; ( Project Engineer: BPI User WaterCAD v4.5 (4.5015a] Page 1 of 1 • 1 ... " .. . From: To: CC: Date: Subject: Attachments: "Link, Jason" <jlink@burypartners.com> <ebridges@cstx.gov> "Sharp, Michael" <msharp@burypartners.com> 3/22/2010 10:40 AM HEB College Station 2 HEB CS2 Fire Flow.pdf; HEB CS2 Fire Flow Rpt EXH-02.pdf Erika , attached is an updated fire flow model with the updated flow distributions and demands. I split the required FH demand among two hydrants and also included the peaking factor of 4 on the domestic demands. I ran three scenarios (2 separate FH locations at a time) and they are attached in PDF format in sequence. I ran FH's at junctions J-6 & J-10 as one scenario, FH's at junctions J-10 & J-15 as second scenario, and FH's at junctions J-15 & J-18, the pressures remained above 20 PSI and the velocity does not exceed 12pfs. The max velocity is estimated around 11 .3 fps. Hopefully this is will work for your needs, if you need anything else please let me know. Thanks for your time and effort. JASON LINK Engineering Associate Bury+ Partners ENGINEERINGSOLUTIONS TBPE No. F1048 922 Isom Road, Suite 100 San Antonio, Texas 78216 TEL: 210/525-9090 FAX: 210/525-0529 EML: jlink@burypartners.com <mailto:jlink@burypartners.com> www.burypartners.com ' J Label Elevation Zone (fl) J-1 292.00 Zone-1 J-2 300.00 Zone-1 J-3 301.50 Zone-1 J-4 302.00 Zone-1 J-5 303.00 Zone-1 J-6 303.00 Zone-1 J-7 303.00 Zone-1 J-8 297.00 Zone-1 J-9 300.00 Zone-1 J-10 300.00 Zone-1 J-11 300.00 Zone-1 J-12 300.00 Zone-1 J-13 307.00 Zone-1 J-14 312.00 Zone-1 J-15 314.00 Zone-1 J-16 314.00 Zone-1 J-17 310.00 Zone-1 J-18 297.00 Zone-1 J-19 285.00 Zone-1 J-20 284.00 Zone-1 J-21 276.00 Zone-1 J-22 289.00 Zone-1 Title: College Station m:l ... \water model.wed 03/22/10 08:57:00 AM Type Demand (gpm) Demand 0.00 Demand 200.00 Demand 0.00 Demand 0.00 Demand 0.00 Demand 0.00 Demand 0.00 Demand 0.00 Demand 0.00 Demand 0.00 Demand 400.00 Demand 0.00 Demand 260.00 Demand 0.00 Demand 1,562.50 Demand 0.00 Demand 0.00 Demand 1,562.50 Demand 0.00 Demand 0.00 Demand 0.00 Demand 0.00 Scenario: Automated Fire Flow Steady State Analysis Junction Report Pattern Demand Calculated Pressure Calculated Hydraulic Grad e (psi) (gpm) (ft) Fixed 0.00 474.31 78.88 Fixed 200.00 468.67 72.98 Fixed 0.00 467.90 71 .99 Fixed 0.00 467.25 71.49 Fixed 0.00 465.76 70.42 Fixed 0.00 465.17 70.16 Fixed 0.00 464.98 70.08 Fixed 0.00 458.92 70.06 Fixed 0.00 456.14 67.55 Fixed 0.00 453.58 66.44 Fixed 400.00 452.71 66.07 Fixed 0.00 451 .57 65.58 Fixed 260.00 445.90 60.10 Fixed 0.00 444.70 57.41 Fixed 1,562.50 443.42 55.99 Fixed 0.00 443.12 55.86 Fixed 0.00 442.62 57.38 Fixed 1,562.50 441.73 62.62 Fixed 0.00 441.73 67.81 Fixed 0.00 441.73 68.24 Fixed 0.00 441 .73 71 .71 Fixed 0.00 491.92 87.80 Project Engineer. BPI User Bury & Partners WaterCAO v4.5 [4.5015a] C> Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1of1 Label Length biamete (ft} (In) P-1 18.00 12.0 P-2 13 00 12.0 P-3 65.00 12.0 P-4 22.00 12.0 P-5 8.00 12.0 P-6 265.00 12.0 P-7 106.00 12.0 P-8 112.00 12.0 P-9 38.00 12.0 P-10 61.00 12.0 P-11 301 .00 12.0 P-12 75 .00 12.0 P-13 76.00 12.0 P-14 53.00 12.0 P-15 98.00 12.0 P-16 197.00 12.0 P-17 421.00 12.0 P-18 65.00 12.0 P-19 275.00 12.0 P-0 224.00 12.0 P-21 700.00 12.0 P-22 89.00 24.0 Title: College Station m:\ ... \water model.wed 03/22/10 08:57:16 AM Material Hazen-Check Mtiliiam~ Valve? c PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false Scenario: Automated Fire Flow Steady State Analysis Pipe Report Minor Contrd pstream Structw mwnstream Structu Loss Status Hydraulic Grade Hydraulic Grade Coefficien (ft) (ft) 0.20 Open 468.67 467.90 0.20 Open 467.90 467.25 0.00 Open 467.25 465.76 0.05 Open 465.76 465.17 0.00 Open 465.17 484.98 0.00 Open 464.98 458.92 0.20 Open 458.92 456.14 0.00 Open 456.14 453.58 0.00 Open 453.58 452.71 0.00 Open 452.71 451 .57 0.05 Open 451 .57 445.90 0.00 Open 445.90 444.70 0.05 Open 444.70 443.42 0.20 Open 443.42 443.12 0.20 Open 443.12 442.62 0.05 Open 442.62 441 .73 0.20 Open 441 .73 441.73 0.20 Open 441 .73 441 .73 0.20 Open 441 .73 441 .73 0.00 Open 468.67 474.31 0.00 Open 474.31 491.92 0.00 Open 492.00 491 .92 e>ressure Head loss !Velocity Pipe Gradient (ft/s) HeadlOSl (ft/1000ft (ft) 0.77 42.77 10.74 0.66 50.42 10.74 1.49 22.88 10.74 0.59 26.94 10.74 0.18 22.87 10.74 6.06 22.88 10.74 2.78 26.25 10.74 2.56 22.88 10.74 0.87 22.66 10.74 1.13 16.60 9.60 5.67 16.64 9.60 1.20 16.04 8.86 1.26 16.85 8.86 0.30 5.60 4.43 0.50 5.07 4.43 0.89 4.52 4.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.64 25.17 11 .30 17.62 25.17 11 .30 0.08 0.86 2.63 Project Engineer: BPI User Bury & Partners WaterCAD v4.5 (4.5015a] (Q Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 1 Label Elevatior Zone Type Demand (ft) (gpm) J-1 292.00 Zone-1 Demand 0.00 J-2 300.00 Zone-1 Demand 200.00 J-3 301 .50 Zone-1 Demand 0.00 J-4 302.00 Zone-1 Demand 0.00 J-5 303.00 Zone-1 Demand 0.00 J-6 303.00 Zone-1 Demand 0.00 J-7 303.00 Zone-1 Demand 0.00 J-8 297.00 Zone-1 Demand 0.00 J-9 300.00 Zone-1 Demand 0.00 J-10 300.00 Zone-1 Demand 1,562.50 J-11 300.00 Zone-1 Demand 400.00 J-12 300.00 Zone-1 Demand 0.00 J-13 307.00 Zone-1 Demand 260.00 J-14 312.00 Zone-1 Demand 0.00 J-15 314.00 Zone-1 Demand 1,562.50 J-16 314.00 Zone-1 Demand 0.00 J-17 310.00 Zone-1 Demand 0.00 J-18 297.00 Zone-1 Demand 0.00 J-19 285.00 Zone-1 Demand 0.00 J-20 284.00 Zone-1 Demand 0.00 J-21 276.00 Zone-1 Demand 0.00 J-22 289.00 Zone-1 Demand 0.00 SfLIT Scenario: Automated Fire Flow Steady State Analysis Junction Report Pattern Demand Calculated Pressure Calcu lated Hydraulic Grad (psi) (gpm) (ft) Fixed 0.00 474.31 78.88 Fixed 200.00 468.67 72.98 Fixed 0.00 467.90 71.99 Fixed 0.00 467.25 71.49 Fixed 0.00 465.76 70.42 Fixed 0.00 465.17 70.16 Fixed 0.00 464.98 70.08 Fixed 0.00 458.92 70.06 Fixed 0.00 456.14 67.55 Fixed 1,562.50 453.58 66.44 Fixed 400.00 453.25 66.30 Fixed 0.00 452.89 66.15 Fixed 260.00 451 .09 62.34 Fixed 0.00 450.76 60.03 Fixed 1,562.50 450.41 59.02 Fixed 0.00 450.41 59.02 Fixed 0.00 450.41 60.75 Fixed 0.00 450.41 66.37 Fixed 0.00 450.41 71 .56 Fixed 0.00 450.41 72.00 Fixed 0.00 450.41 75.46 Fixed 0.00 491.92 87.80 PeAki~ FAtT1f.. "/J </ w""- Title: College Station m:\ ... \water model.wed 03122110 08:58:12 AM Project Engineer: BPI User Bury & Partners WaterCAD v4.5 [4.5015a) <l:> Haestad Methods. Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 or 1 Label Length Piamete1 (ft) (In) P-1 18.00 12.0 P-2 13.00 12.0 P-3 65.00 12.0 P-4 22.00 12.0 P-5 8.00 12.0 P-6 265.00 12.0 P-7 106.00 12.0 P-8 112.00 12.0 P-9 38.00 12.0 P-10 61 .00 12.0 P-11 301 .00 12.0 P-12 75.00 12.0 P-13 76.00 12.0 P-14 53.00 12.0 P-15 98.00 12.0 P-16 197.00 12.0 P-17 421 .00 12.0 P-18 65.00 12.0 P-19 275.00 12.0 P-0 224.00 12.0 P-21 700.00 12.0 P-22 89.00 24.0 Title: College Station m:l ... lwater model.wed 03/22/10 08:58:01 AM Material Hazen-Check Wllliam1 Valve? c PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false Scenario: Automated Fire Flow Steady State Analysis Pipe Report Minor Contrd pstream Structli !lwnstream Structu Loss Status Hydraulic Grade Hydraulic Grade Coefficien (ft) (ft) 0.20 Open 468.67 467.90 0.20 Open 467.90 467.25 0.00 Open 467.25 465.76 0.05 Open 465.76 465.17 0.00 Open 465.17 464.98 0.00 Open 464.98 458.92 0.20 Open 458.92 456.14 0.00 Open 456.14 453.58 0.00 Open 453.58 453.25 0.00 Open 453.25 452.89 0.05 Open 452.89 451.09 0.00 Open 451.09 450.76 0.05 Open 450.76 450.41 0.20 Open 450.41 450.41 0.20 Open 450.41 450.41 0.05 Open 450.41 450.41 0.20 Open 450.41 450.41 0.20 Open 450.41 450.41 0.20 Open 450.41 450.41 0.00 Open 468.67 474.31 0.00 Open 474.31 491 .92 0.00 Open 492.00 491.92 E'ressure Head loss rve1ocity Pipe Gradient (fUs) Headlosi (fV1000ft (ft) 0.77 42.77 10.74 0.66 50.42 10.74 1.49 22.88 10.74 0.59 26.94 10.74 0.18 22.88 10.74 6.06 22.88 10.74 2.78 26.25 10.74 2.56 22.88 10.74 0.32 8.53 6.30 0.36 5.91 5.17 1.80 5.98 5.17 0.33 4.44 4.43 0.35 4.64 4.43 0.00 0.00 1.45e-6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.45e-6 0.00 0.00 0.00 5.64 25.17 11.30 17.62 25.17 11.30 0.08 0.86 2.83 Project Engineer: BPI User Bury & Partners WaterCAD v4.5 {4.5015aJ f:> Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1of1 . " Label Elevatior Zone (ft) J-1 292.00 Zone-1 J-2 300.00 Zone-1 J-3 301 .50 Zone-1 J-4 302.00 Zone-1 J-5 303.00 Zone-1 J-S 303.00 Zone-1 J-7 303.00 Zone-1 J-8 297.00 Zone-1 J-9 300.00 Zone-1 J-10 300.00 Zone-1 J-11 300.00 Zone-1 J-12 300.00 Zone-1 J-13 307.00 Zone-1 J-14 312.00 Zone-1 J-15 314.00 Zone-1 J-16 314.00 Zone-1 J-17 310.00 Zone-1 J-18 297.00 Zone-1 J-19 285.00 Zone-1 J-20 284.00 Zone-1 J-21 276.00 Zone-1 J-22 289.00 Zone-1 Title: College Station m:\ ... \water model.wed 03/22/10 09:01:00 AM Type Demand (gpm) Demand 0.00 Demand 200.00 Demand 0.00 Demand 0.00 Demand 0.00 Demand 1,562.50 Demand 0.00 Demand 0.00 Demand 0.00 Demand 1,562.50 Demand 400.00 Demand 0.00 Demand 260.00 Demand 0.00 Demand 0.00 Demand 0.00 Demand 0.00 Demand 0.00 Demand 0.00 Demand 0.00 Demand 0.00 Demand 0.00 Scenario: Automated Fire Flow Steady State Analysis Junction Report Pattern Demand Calculated Pressure Calculated Hydraulic Grad~ (psi) (gpm) (ft) Fixed 0.00 474.31 78.88 Fixed 200.00 468.67 72.98 Fixed 0.00 467.90 71 .99 Fixed 0.00 467.25 71 .49 Fixed 0.00 465.76 70.42 Fixed 1,562.50 465.17 70.16 Fixed 0.00 465.10 70.13 Fixed 0.00 462.84 71 .75 Fixed 0.00 461.81 70.01 Fixed 1,562.50 460.85 69.59 Fixed 400.00 460.82 69.58 Fixed 0.00 460.81 69.57 Fixed 260.00 460.76 66.52 Fixed 0.00 460.76 64.36 Fixed 0.00 460.76 63.50 Fixed 0.00 460.76 63.50 Fixed 0.00 460.76 65.23 Fixed 0.00 460.76 70.85 Fixed 0.00 460.76 76.04 Fixed 0.00 460.76 76.48 Fixed 0.00 460.76 79.94 Fixed 0.00 491 .92 87.80 ' .> 3/'l ~ 6fm btfwCI\ FH FJt l TUt. ~ '( WM-i""'' l""1d j.-/O ~ .--/5" Project Engineer: BPI User Bury & Partners WaterCAD v4.5 [4.5015a] <C> Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1of1 . ,. Label Length Piamete1 (ft) (in) P-1 18.00 12.0 P-2 13.00 12.0 P-3 65.00 12.0 P-4 22.00 12.0 P-5 8.00 12.0 P-6 265.00 12.0 P-7 106.00 12.0 P-8 112.00 12.0 P-9 38.00 12.0 P-10 61 .00 12.0 P-11 301.00 12.0 P-12 75.00 12.0 P-13 76.00 12.0 P-14 53.00 12.0 P-15 98.00 12.0 P-16 197.00 12.0 P-17 421.00 12.0 P-18 65.00 12.0 P-19 275.00 12.0 P-0 224.00 12.0 P-21 700.00 12.0 P-22 89.00 24.0 Title: College Station m :\. .. \water model.wed 03/22/10 09:01:12 AM Material Hazen-Check !William! Valve? c PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false PVC 150.0 false Scenario: Automated Fire Flow Steady State Analysis Pipe Report Minor Contrd pslream Structlii ~wnstream Structu Loss Status Hydraulic Grade Hydraulic Grade k::oefflcien (ft) (ft) 0.20 Open 468.67 467.90 0.20 Open 467.90 467.25 0.00 Open 467.25 465.76 0.05 Open 465.76 465.17 0.00 Open 465.17 465.10 0.00 Open 465.10 462.84 0.20 Open 462.84 461 .81 0.00 Open 461.81 460.85 0.00 Open 460.85 460.82 0.00 Open 460.82 460.81 0.05 Open 460.81 460.76 0.00 Open 460.76 460.76 0.05 Open 460.76 460.76 0.20 Open 460.76 460.76 0.20 Open 460.76 460.76 0.05 Open 460.76 460.76 0.20 Open 460.76 460.76 0.20 Open 460.76 460.76 0.20 Open 460.76 460.76 0.00 Open 468.67 474.31 0.00 Open 474.31 491.92 0.00 Open 492.00 491 .92 E>ressure Head loss Velocity Pipe Gradient (ft/s) HeadlOS! (ft/1 OOOft' (ft) 0.77 42.77 10.74 0.66 50.42 10.74 1.49 22.88 10.74 0.59 26.94 10.74 0.07 8.53 6.30 2.26 8.53 6.30 1.03 9.70 6.30 0.96 8.53 6.30 0.03 0.90 1.87 0.01 0.16 0.74 0.05 0.16 0.74 0.00 0.00 0.00 0.00 0.00 1.45e-6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.45e-6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.64 25.17 11.30 17.62 25.17 11 .30 0.08 0.86 2.83 Project Engineer. BPI User Bury & Partners WaterCAD v4.5 (4.5015a] ~ Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06706 USA +1-203-755·1666 Page 1 of 1 Seen · arl·o· Automated Fire Flow . n ineer. BPI User Pro.reel ~A~ v4.5 (4.,015a) Wate Page 1 of 1 ., From: "Sharp, Michael" <msharp@burypartners.com> To: "Erika Bridges" <Ebridges@cstx.gov> CC: "Lauren Hovde" <Lhovde@cstx.gov> Date: 3/18/2010 2:42 PM Subject: HEB College Station -Flow Report Attachments: HEB CS2 Fire Flow Rpt EXH-02.pdf; HEB CS2 Fire Flow Rpt-1 .pdf; HEB CS2 Fire Flow Rpt-2.pdf; HEB CS2 Fire Flow Rpt-3.pdf; HEB CS2 Fire Flow Rpt-4.pdf Erika Attached are the revised reports as discussed yesterday. Please review and provide comment. Both HEB and the GC are push ing to obtain release of the permits on this end . Thank you for your help. -michael Michael Sharp Project Director Bury+ Partners ENGINEERING SOLUTIONS (TBPE No. F-1048) 922 Isom Road, Suite 100 San Antonio, TX 78216-4135 Phone: (210) 525-9090 Fax: (210) 525-0529 www.burypartners.com<http://www.burypartners.com> Scenario: Automated Fire Flow 37 BrooksideB~za: p~:e~ury, CT 06708 USA +1-203-75S-16B6 C Haestad Methods, Inc. Projed Engineer: BPI User WaterCAO v4 . .5 (-4.5015a] Page 1 of i Label Length Diameter Material Hazen-Check (ft) (in) Williams Valve? c P-1 18.00 12.0 PVC 150.0 false P-2 13.00 12.0 PVC 150.0 false P-3 65.00 12.0 PVC 150.0 false P-4 22.00 12.0 PVC 150.0 false P-5 8.00 12.0 PVC 150.0 false P-6 265.00 12.0 PVC 150.0 false P-7 106.00 12.0 PVC 150.0 false P-8 112.00 12.0 PVC 150.0 false P-9 38.00 12.0 PVC 150.0 false P-10 61 .00 12.0 PVC 150.0 false P-11 301.00 12.0 PVC 150.0 false P-12 75.00 12.0 PVC 150.0 false P-13 76.00 12.0 PVC 150.0 false P-14 53.00 12.0 PVC 150.0 false P-15 98.00 12.0 PVC 150.0 false P-16 197.00 12.0 PVC 150.0 false P-17 421 .00 12.0 PVC 150.0 false P-18 65.00 12.0 PVC 150.0 false P-19 275.00 12.0 PVC 150.0 false P-0 224.00 12.0 PVC 150.0 false P-21 700.00 12.0 PVC 150.0 false P-22 89.00 24.0 PVC 150.0 false Scenario: Automated Fire Flow Steady State Analysis Pipe Report Minor Contra pstream Structtli ~wnstream Structu Loss Status Hydraulic Grade Hydraulic Grade Coefficien (ft) (ft) 0.20 Open 486.42 486.24 0.20 Open 486.24 486.09 0.00 Open 486.09 485.71 0.05 Open 485.71 485.57 0.00 Open 485.57 485.52 0.00 Open 485.52 484.01 0.20 Open 484.01 483.32 0.00 Open 483.32 482.68 0.00 Open 482.68 482.68 0.00 Open 482.68 482.68 0.05 Open 482.68 482.68 0.00 Open 482.68 482.68 0.05 Open 482.68 482.68 0.20 Open 482.68 482.68 0.20 Open 482.68 482.68 0.05 Open 482.68 482.68 0.20 Open 482.68 482.68 0.20 Open 482.68 482.68 0.20 Open 482.68 482.68 0.00 Open 486.42 487.77 0.00 Open 487.77 491 .98 0.00 Open 492.00 491.98 e'ressure Head loss Velocity Pipe Gradient (ft/s) Headlos~ (ft/1 OOO!t) (ft) 0.18 10.16 5.08 0.15 11.88 5.08 0.37 5.72 5.08 0.15 6.63 5.08 0.05 5.71 5.08 1.51 5.72 5.08 0.69 6.47 5.08 0.64 5.72 5.08 2.62e-3 0.07 0.47 7.32e-4 0.01 0.18 3.75e-3 O.Q1 0.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.45e-6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.45e-6 0.00 0.00 0.00 0.00 0.00 0.00 1.35 6.02 5.22 4.21 6.02 5.22 0.02 0.21 1.30 O-\C> FlcN t-.T p. H +.\t:e COLLCGE: $T"AT\Ot-..l 2 PR.oJoC~ Title: College Station m:\jason l\water model.wed Bury & Partners 03/17/10 06:26:58 PM el Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA Project Engineer: BPI User WaterCAD v4.5 [4.5015a) +1-203-755-1666 Page 1 of 1 ~ j . ' I) ~ ~ D ~ ~ ~ • ~ ~ ~ ~ ~ • • Label Elevatior Zone Type Demand (ft) (gpm) J-1 292.00 Zone-1 Demand 0.00 J-2 300.00 Zone-1 Demand 50.00 J-3 301.50 Zone-1 Demand 0.00 J-4 302.00 Zone-1 Demand 0.00 J-5 303.00 Zone-1 Demand 0.00 J-6 303.00 Zone-1 Demand 0.00 J-7 303.00 Zone-1 Demand 0.00 J-8 297.00 Zone-1 Demand 0.00 J-9 300.00 Zone-1 Demand 0.00 J-10 300.00 Zone-1 Demand 1,625.00 J-11 300.00 Zone-1 Demand 100.00 J-12 300.00 Zone-1 Demand 0.00 J-13 307.00 Zone-1 Demand 65.00 J-14 312.00 Zone-1 Demand 0.00 J-15 314.00 Zone-1 Demand 0.00 J-16 314.00 Zone-1 Demand 0.00 J-17 310.00 Zone-1 Demand 0.00 J-18 297.00 Zone-1 Demand 0.00 J-19 285.00 Zone-1 Demand 0.00 J-20 284.00 Zone-1 Demand 0.00 J-21 276.00 Zone-1 Demand 0.00 J-22 289.00 Zone-1 Demand 0.00 Title: College Station ·j:l ... lwater mod.;l\water model.wed Scenario: Automated Fire Flow Steady State Analysis Junction Report Pattern Demand Calculated Pressure Calculated ~ydraulic Grad~ (psi) (gpm) (ft) Fixed 0.00 487.77 84.70 Fixed 50.00 486.42 80.66 Fixed 0.00 486.24 79.93 Fixed 0.00 486.09 79.65 Fixed 0.00 485.71 79.05 .Fixed 0.00 485.57 78.99 Fixed 0.00 485.52 78.97 Fixed 0.00 484.01 80.91 Fixed 0.00 483.32 79.32 Fixed 1,625.00 482.68 79.04 Fixed 100.00 482.68 79.04 Fixed 0.00 482.68 79.04 Fixed 65.00 482.68 76.01 Fixed 0.00 482.68 73.84 Fixed 0.00 482.68 72.98 Fixed 0.00 482.68 72.98 Fixed 0.00 482.68 74.71 Fixed 0.00 482.68 80.33 Fixed 0.00 482.68 85.52 Fixed 0.00 482.68 85.96 Fixed 0.00 482.68 89.42 Fixed 0.00 491.98 87.82 Bury & Partners PLOIJl ~ff )-2. Project Engineer-: BPI User WaterCAD v4.5 [4.5015aj 02/12/10 04:56:26 PM (!;) Haestad Methods, Tnc. :J7 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 1 Label Length Diamete1 Material Hazen-Check (ft) (in) !William! Valve? c P-1 18.00 12.0 PVC 150.0 false P-2 13.00 12.0 PVC 150.0 false P-3 65.00 12.0 PVC 150.0 false P-4 22.00 12.0 PVC 150.0 false P-5 8.00 12.0 PVC 150.0 false P-6 265.00 12.0 PVC 150.0 false P-7 106.00 12.0 PVC 150.0 false P-8 112.00 12.0 PVC 150.0 false P-9 38.00 12.0 PVC 150.0 false P-10 61 .00 12.0 PVC 150.0 false P-11 301 .00 12.0 PVC 150.0 false P-12 75.00 12.0 PVC 150.0 false P-13 76.00 12.0 PVC 150.0 false P-14 53.00 12.0 PVC 150.0 false P-15 98.00 12.0 PVC 150.0 false P-16 197.00 12.0 PVC 150.0 false P-17 421 .00 12.0 PVC 150.0 false P-18 65.00 12.0 PVC 150.0 false P-19 275.00 12.0 PVC 150.0 false P-0 224.00 12.0 PVC 150.0 false P-21 700.00 12.0 PVC 150.0 false P-22 89.00 24.0 PVC 150.0 false Scenario: Automated Fire Flow Steady State Analysis Pipe Report Minor Contrd pstream Structlli ~wnstream Structu Loss Status Hydraulic Grade Hydraulic Grade Coefficien (ft) (ft) 0.20 Open 486.42 486.24 0.20 Open 486.24 486.09 0.00 Open 486.09 485.71 0.05 Open 485.71 485.57 0.00 Open 485.57 485.57 0.00 Open 485.57 485.55 0.20 Open 485.55 485.54 0.00 Open 485.54 485.53 0.00 Open 485.53 485.53 0.00 Open 485.53 485.53 0.05 Open 485.53 485.53 0.00 Open 485.53 485.53 0.05 Open 485.53 485.53 0.20 Open 485.53 485.53 0.20 Open 485.53 485.53 0.05 Open 485.53 485.53 0.20 Open 485.53 485.53 0.20 Open 485.53 485.53 0.20 Open 485.53 485.53 0.00 Open 486.42 487.77 0.00 Open 487.77 491 .98 0.00 Open 492.00 491 .98 e>ressure Head loss Velocity Pipe Gradient (ft/s) Headlosi (fV1 OOOft (ft) 0.18 10.16 5.08 0.15 11.88 5.08 0.37 5.72 5.08 0.15 6.63 5.08 5.49e-4 0.07 0.47 0.02 0.07 0.47 0.01 0.08 0.47 0.01 0.07 0.47 2.62e-3 0.07 0.47 7.63e-4 0.01 0.18 3.72e-3 0.01 0.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.45e-6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.45e-6 0.00 0.00 0.00 1.35 6.02 5.22 4.21 6.02 5.22 0.02 0.21 1.30 \f-(o FLow AcT F· H· ~t:~ c.oL.LeG,E $TA. no....i 2 P~o .. H:.CT4:> Title: College Station m:\jason !\water model.wed Bury & Partners 03/17/10 06:28:47 PM ~ Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA Project Engineer: BPI User WaterCAD v4.5 [4.5015a] +1 -203-755-1666 Page 1 of 1 Label Elevation Zone Type Demand (ft) (gpm) J-1 292.00 Zone-1 Demand 0.00 J-2 300.00 Zone-1 Demand 50.00 J-3 301.50 Zone-1 Demand 0.00 J-4 302.00 Zone-1 Demand 0.00 J-5 303.00 Zone-1 Demand 0.00 J-6 303.00 Zone-1 Demand 1,625.00 J-7 303.00 Zone-1 Demand 0.00 J-8 297.00 Zone-1 Demand 0.00 J-9 300.00 Zone-1 Demand 0.00 J-10 300:00 Zone-1 Demand 0.00 J-11 300.00 Zone-1 Demand 100.00 J-12 300.00 Zone-1 Demand 0.00 J-13 307.00 Zone-1 Demand 65.00 J-14 312.00 Zone-1 Demand 0.00 J-15 314.00 Zone-1 Demand 0.00 J-16 314.00 Zone-1 Demand 0.00 J-17 310.00 Zone-1 Demand 0.00 J-18 297.00 Zone-1 Demand 0.00 J-19 285.00 Zone-1 Demand 0.00 J-20 284.00 Zone-1 Demand 0.00 J-21 276.00 Zone-1 Demand 0.00 J-22 289.00 Zone-1 Demand 0.00 ,, . Title: College Station j:\ .. \water model\water model.wed Scenario: Automated Fire Flow Steady State Analysis Junction Report Pattern Demand Calculated Pressure Calculated ~ydraulic Grad~ (psi) (gpm) (ft) Fixed 0.00 487.77 84.70 Fixed 50.00 486.42 80.66 Fixed 0.00 486.24 79.93 Fixed 0.00 486.09 79.65 Fixed 0.00 485.71 79.05 Fixed 1,625.00 485.57 78.99 Fixed 0.00 485.57 78.99 Fixed 0.00 485.55 81 .58 Fixed 0.00 485.54 80.28 Fixed 0.00 485.53 80.27 Fixed 100.00 485.53 80.27 Fixed 0.00 485.53 80.27 Fixed 65.00 485.53 77.24 Fixed 0.00 485.53 75.08 Fixed 0.00 485.53 74.21 Fixed 0.00 485.53 74.21 Fixed 0.00 485.53 75.94 Fixed 0.00 485~53 81 .57 Fixed 0.00 485.53 86.76 Fixed 0.00 485.53 87.19 Fixed 0.00 485.53 90.65 Fixed 0.00 491 .98 87.82 Bury & Partners F='l,.ov-J e Pi 2-1 Project EnQ.ineer: BPI User WaterCAD v4.5 [4.5015a] 02112110 04:55:59 PM <Cl Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 1 / Label Length Pia mete Material Hazen-Check !William! Valve? Scenario: Automated Fire Flow Steady State Analysis Pipe Report Minor Contrd pstream Structu fr:iwnstream Structu Loss Status Hydraulic Grade E'ressure Head loss Velocity Pipe Gradient (fUs) (ft) (in) Hydraulic Grade c Coefficien (ft) (ft) Head IDS! (fU1000ft) P-1 18.00 12.0 PVC 150.0 false 0.20 Open P-2 13.00 12.0 PVC 150.0 false 0.20 Open P-3 65.00 12.0 PVC 150.0 false 0.00 Open P-4 22.00 12.0 PVC 150.0 false 0.05 Open P-5 8.00 12.0 PVC 150.0 false 0.00 Open P-6 265.00 12.0 PVC 150.0 false 0.00 Open P-7 106.00 12.0 PVC 150.0 false 0.20 Open P-8 112.00 12.0 PVC 150.0 false 0.00 Open P-9 38.00 12.0 PVC 150.0 false 0.00 Open P-10 61.00 12.0 PVC 150.0 false 0.00 Open P-11 301.00 12.0 PVC 150.0 false 0.05 Open P-12 75.00 12.0 PVC 150.0 false 0.00 Open P-13 76.00 12.0 PVC 150.0 false 0.05 Open P714 53.00 12.0 PVC 150.0 false 0.20 Open P-15 98.00 12.0 PVC 150.0 false 0.20 Open P-16 197.00 12.0 PVC 150.0 false 0.05 Open P-17 421.00 12.0 PVC 150.0 false 0.20 Open P-18 65.00 12.0 PVC 150.0 false 0.20 Open P-19 275.00 12.0 PVC. 150.0 false 0.20 Open P-0 224.00 12.0 PVC 150.0 false 0.00 Open P-21 700.00 12.0 PVC 150.0 false 0.00 Open P-22 89.00 24.0 PVC 150.0 false 0.00 Open r""' ~ \ I (ft) 486.42 486.24 0.18 10.16 5.08 486.24 486.09 0.15 11.88 5.08 486.09 485.71 0.37 5.72 5.08 485.71 485.57 0.15 6.63 5.08 485.57 485.52 0.05 5.71 5.08 485.52 484:01 1.51 5.72 5.08 484.01 483.32 0.69 6.47 5.08 483.32 482.68 0.64 5.72 5.08 482.68 482.47 0.22 5.72 5.08 482.47 482.15 0.31 5.14 4.79 482.15 480.59 1.56 5.20 4.79 480.59 480.23 0.36 4.78 4.61 480.23 479.85 0.38 5.00 4.61 479:85 479.53 0.32 6.02 4.61 479.53 479.00 0.53 5.45 4.61 479.00 478.04 0.96 4.86 4.61 478.04 478.04 0.00 0.00 0.00 478.04 478.04 0.00 0.00 0.00 478.04 478.04 0.00 0.00 0.00 486.42 487.77 1.35 6.02 5.22 487.77 491.98 4.21 6.02 5.22 492.00 491.98 0.02 0.21 1.30 -~-lCO F Low ~T F. H· ,._, ~o V~o~\T'(" '5~6WN -P-T ' F>-\ "1 _f P-l ~ toi..~ ~~e \~ t-.i.o G uR~ 'Of:"'1.b+JD. se:e Ju ~Ct::lo~ RC:\>b~T roe ~ e ~S02. f:' l-1€ 6 C.DLU::..E:;t::: ~l~\LDN 2 PRC>~~~ FL~IN ~PT 4-1 Title: College Station j:\. .. \water model\water model.wed 02/12/10 04:57:21-PM C) Haestad Methods, Inc. Bury & Partners 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: BPI User WaterCAD v4.5 [4.5015a] Page 1 oi"1 -" Label Elevation Zone Type Demand (ft) (gpm) J-1 292.00 Zone-1 Demand 0.00 J-2 300.00 Zone-1 Demand 50.00 J-3 301.50 Zone-1 Demand 0.00 J-4 302.00 Zone-1 Demand 0.00 J-5 303.00 Zone-1 Demand 0:00 J-6 303.00 Zone-1 Demand 0.00 J-7 303.00 Zone-1 Demand 0.00 J-8 297.00 Zone-1 Demand 0.00 J-9 300.00 Zone-1 Demand 0.00 J-10 300.00 Zone-1 ·Demand 0.00 J-11 300.00 Zone-1 Demand 100.00 J-12 300.00 Zone-1 Demand 0.00 J-13 307.00 Zone-1 Demand 65.00 J-14 312.00 Zone-1 Demand 0.00 J-15 314.00 Zone-1 Demand 0.00 J-16 314.00 Zone-1 Demand 0.00 J-17 310.00 Zone-1 Demand 0.00 J-18 297.00 Zone-1 Demand 1,625.00 J-19 285.00 Zone-1 Demand 0.00 J-20 284.00 Zone-1 Demand 0.00 J-21 276.00 Zone-1 Demand 0.00 J-22 289.00 Zone-1 Demand 0.00 Scenario: Automated Fire Flow Steady State Analysis Junction Report Pattern Demand Calculated Pressure Calculated ~ydraulic Grad (psi) (gpm) (ft) Fixed 0.00 487.77 84.70 Fixed 50.00 486.42 80.66 Fixed 0.00 486.24 79.93 Fixed 0.00 486.09 79.65 Fixed 0.00 485.71 79.05 Fixed 0.00 485.57 78.99 Fixed 0.00 485.52 78.97 Fixed 0.00 484.01 80.91 Fixed 0.00 483.32 79.32 Fixed 0.00 482.68 79.04 Fixed 100.00 482.47 78.94 Fixed 0.00 482.15 78.81 Fixed 65.00 480.59 75.10 Fixed 0.00 480.23 72.78 Fixed 0.00 479.85 71 .76 Fixed 0.00 479.53 71.62 Fixed 0.00 479.00 73.12 Fixed 1,625.00 478.04 78.33 Fixed 0.00 478.04 83.52 Fixed 0.00 478.04 83.95 Fixed 0.00 478.04 87.41 Fixed 0.00 491 .98 87.82 ' s~ Pt-~ ~'P~•r ~ c~espe;....a·D'~ ~~lc'.t1 flffi;;jc;,, See r ,-12' y '1 "T fh OJ f {' U.f ;.,,.c/; "'/[ (/c{oc .1i u.. Title: Cgllege Station j:\ ... \water model\water model.wed Bury & Partners 02/12/10 04:57:21 PM CC> Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA FlPW ~'PT 4· 'Z Project Enginet;!r. BPI User WaterCAD v4.5 [4.5015a] +1 -203-755-1666 Page 1 of 1