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ill Hydraulic Analysis II Job Number:25SS8591 <br /> Report Description:Extra Hazard Group II <br /> Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure <br /> Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary <br /> Upstream Total Length <br /> CM 2.6350 117.92 6.94 120 0.039073 0'-4 Pf 0.656 <br /> 011 11'-9 29.56 16.322 Flow(q)from Route 8 16-5Y2 Pe <br /> 5 11'-9 16.978 PO(16'-5Y2) 16'-91/2 Pv <br /> `+ Route 6 <br /> DR 1.0490 29.44 10.93 120 0.266033 5'-1 Pf 3.748 <br /> 103 9'-0 29.44 8 13.540 Sprinkler, 9'-0 Pe -1.184 <br /> 8 11'-9 16.104 2E(2'-0),P0(5'-0) 14'-1 Pv <br /> w Route 7 <br /> DR 1.0490 29.51 10.96 120 0.267284 5'-1 Pf 3.766 <br /> 102 9'-0 29.51 8 13.609 Sprinkler, 9'-0 Pe -1.184 <br /> 6 11.-9 16.190 2E(2'-0),P0(5'-0) 14'-1 Pv <br /> -+ Route 8 <br /> BL 1.0490 29.56 10.97 120 0.268015 5'-4'/2 Pf 3.856 <br /> 101 9'-0 29.56 8 13.649 Sprinkler, 9'-0 Pe -1.183 <br /> 11 11'-9 16.322 2E(2'-0),P0(5'-0) 14'-4'/2 Pv <br /> Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier <br /> Actual Inside Diameter 4.87 <br /> ( Value Of C 100 <br /> 0 130 140 150 <br /> Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor .713 1.16 1.33 1.51 <br /> III <br /> 4111 <br /> k,©M.E.P.CAD,Inc. AutoSPRINK2019 v15.1.23.0 8/26/2021 5:58:56AM Page 6 1 q <br />