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Job Number.Calc.Area�i3 <br /> Pipe R�.pe Diameter Flox Velocity FiWC Eric. Loss Lenqth Presaure <br /> Doxnstream Elevation Diacharge IC-Factor Pt Pn Fittinqs Eq. Length Swnmary <br /> IIpstream Tot. Lenqth <br /> BL 1.10 37.50gpm 12.57fps C=120 0.32467 12-8� Pf 6.62psi <br /> 557 -2-0� 37.50gpm 8.0021.98psi K=8.0 7-83a Pe <br /> 269 -2-0'� 28.60psi 3E 20-4� Pv <br /> DY 1.68 37.50gpm 5.42fps C=120 0.04178 25-11'�a Pf 1.70psi <br /> 269 -2-0%c 28.60psi 14-10'� Pe 0.20psi <br /> 76 -2-5� 3a.50psi 2L,T 40-9'� Pv <br /> CM1 2.63 37.50gpm 2.21fps C=120 0.00469 23-9 Pf O.11psi <br /> 76 -2-5� 30.50psi pe <br /> 73 -2-5�, 30.62psi 23-9 Pv <br /> ••••• Route 4 ••••• <br /> Units Key <br /> Diameter: Inch <br /> Elevation: Foot <br /> Flow: gpm <br /> Discharge: gpm <br /> Velocity: fps <br /> Pressure: psi <br /> Length: Foot <br /> Friction Loss: psi/Foot <br /> HWC: Hazen-Williams Constant <br /> Pt: Total pressure at a point in a pipe <br /> Pn: Normal pressure at a point in a pipe <br /> Pf: Pressure loss due to friction between points <br /> Pe: Pressure due to elevation difference between indicated points <br /> Pv: Velocity pressure at a point in a pipe <br /> �m 1997-2004,M.E.P.CAD,Inc. 12l12/04 16:46:07 Page 6 <br />