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HomeMy WebLinkAboutJunction ReportLabel Elevation Zone Type (ft) J-2 272.00 Zone Demand J-3 272.00 Zone Demand J-4 270.00 Zone Demand J-5 271 .70 Zone Demand J-6 283.25 Zone Demand Title: Posados Cafe College Station o:\ ... \watercad1 .wed Base Flow (gpm) 20.00 Fixed 0.00 Fixed 20.00 Fixed 0.00 Fixed 1,125.00 Fixed Scenario: Base Steady State Analysis Junction Report Pattern Demand Calculated Calculated ~ydraulic Grad (gpm) (ft) 20.00 442.57 0.00 442.57 20.00 426.78 0.00 426.79 1,125.00 419.09 Pressure ~ (psi) 73.80 73.80 67.83 67.10 58.77 Project Engineer: KRB WaterCAD v7.0 [07.00.061 .00] 07/31/06 02:23:06 PCll Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 Label Length Diameter Material Hazen- (ft) (in) Williams c P-1 132.00 6.0 PVC 150.0 P-2 225.00 6.0 PVC 150.0 P-3 156.00 6.0 PVC 150.0 P-4 240.00 8.0 PVC 150.0 P-5 49.00 6.0 PVC 150.0 Title: Posados Cafe College Station o:\. .. \watercad1 .wed Check Valve? false false false false false Scenario: Base Steady State Analysis Pipe Report Minor Contro Pischarglli lpstream Struch.Ji Loss Status (gpm) Hydraulic Grade ~oefficien (ft) 0.82 Open 1,165.00 454.76 2.37 Open 0.00 442.57 1.67 Open 1, 145.00 442.57 0.74 Open 20.00 426.79 1.67 Open 1, 125.00 426.79 ~wnstream Structu Hydraulic Grade (ft) 442.57 442.57 426.79 426.78 419.09 E'ressure Head loss Velocity Pipe Gradient (ft/s) Head loss (ft/1 OOOft) (ft) 12.19 92.36 13.22 0.00 0.00 0.00 15.78 101 .18 12.99 0.00 0.01 0.13 7.69 157.00 12.77 Project Engineer: KRB WaterCAD v7.0 [07.00.061 .00) 07131 106 02:24:45 PU Bentley Systems, Inc. Haestad Methods Solution Center Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 P-1 = Existing 6H Line 1'-1 R-1 = Existing 12 * Tee Proposed Norht Property Use Unknown. z P-4 = Proposed 6H Line to North Property "''' f ><i s±ing 1 a,: Tee P-5 = Proposed 6 * Fire Lineto Posa.dos P-3 = Proposed z 6# Line J-2 -Proposed to.p o.nd extension to the north J-3 = Existing F.H Existing 6H Line