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4 Hydraulic Analysis Job Number:230109 <br /> Report Description:Residential <br /> Pipe Type Diameter Flow Velocity HWC Friction Loss 7EqLtength <br /> h Pressure <br /> Downstream Elevation Discharge K-Factor Pt Pn Fittings Summary <br /> Upstream Length <br /> M•••••Route 1••••• <br /> DR 0.8740 12.96 6.93 150 0.093926 2'-4 Pf 0.595 <br /> 562 185-5 12.96 4.9 7.000 Sprinkler, 4'-0 Pe -0.183 <br /> 462 185'-10 7.412 E(4'-0) 6'-4 Pv <br /> BL 0.8740 1.10 0.59 150 0.000980 1V-2 Pf 0.015 <br /> 462 185'-10 7.412 T(3'-0) 4'-0 Pe <br /> 433 185'-10 7.427 Tr(1'-0) 15'-2 Pv <br /> BL 0.8740 14.32 7.66 150 0.112890 20W Pf 4.469 <br /> 433 185-10 13.22 7.427 Flow(q)from Route 2 19'-0 Pe 3.902 <br /> 426 176-10 15.798 5T(3'-0),E(4'-0) 39W Pv <br /> BL 1.1010 26.18 8.82 150 0.111991 26'-SY= Pf 8.203 <br /> 426 176-10 11.86 15.798 Flow(q)from Route 3 20'-0 Pe 7.443 <br /> 443 159'-8 31.443 2E(5'-0),T(5'-0),4Tr(1'-0),f(-0.0 46'-5Yz Pv <br /> 00),f(-3.000),b(1'-0) <br /> MS 1.5980 26.18 4.19 150 0.018250 0'-7 Pf 0.029 <br /> 443 159'-8 31.443 V-0 Pe 0.399 <br /> 440 158'-9 31.871 Tr(1'-0),BOR,GloV V-7 Pv <br /> MS 1.5980 26.18 4.19 150 0.018250 47'-7 Pf 1.288 <br /> 440 158'-9 31.871 23'-0 Pe 1.779 <br /> 185 154'-7'/z 34.938 E(9'-0),2E(7'-0),E(-0.000) 70'-7 Pv <br /> UG 0.9950 26.18 10.80 150 0.183354 0'-0 Pf 16.867 <br /> 185 154'-7'/z 34.938 Pe <br /> 198 154'-7'/z 51.805 2E(-0.000),WMV(-1.867),AngV 0'-0 Pv <br /> (-15.000) <br /> UG 1.1010 26.18 8.82 150 0.111991 6'-2'/z Pf 1.365 <br /> 198 154'-7'/z 51.805 6'-0 Pe <br /> 220 154'-7'/z 53.170 T(5'-0),b(1'-0) 12'-2'% Pv <br /> UG 8.3900 17.15 0.10 140 0.000003 149'-2 Pf 0.001 <br /> 220 154'-7'/z 53.170 37'-4 Pe 2.320 <br /> 127 149'-3'/z 55.490 Ee2(15'-3),EE(15'-3),GV(6'-9'/z) 186'-5'/z Pv <br /> UG 8.3900 26.18 0.15 140 0.000006 297'-5'/z Pf 0.002 <br /> 127 149'-3'/z 9.03 55.490 Flow(q)from Route 4 88'-2/2 Pe 8.671 <br /> 1 129'-3'/z 64.164 Eel(16-3),2GV(6'-9'/z),T(59'-4 385'-8 Pv <br /> ''/z),S <br /> 0.00 Hose Allowance At Source <br /> 1 26.18 <br /> -*•••••Route 2••••• <br /> DR 0.8740 13.22 7.07 150 0.097360 0'-5 Pf 0.333 <br /> 556 185-5 13.22 4.9 7.277 Sprinkler, 3'-0 Pe -0.183 <br /> 433 185'-10 7.427 T(3'-0) 3'-5 Pv <br /> -.....Route 3••••• <br /> BL 0.8740 11.86 6.34 150 0.079706 37'-3 Pf 4.483 <br /> 462 185'-10 7.412 Tr(1'-0) 19'-0 Pe 3.902 <br /> 426 176'-10 15.798 4T(3'-0),E(4'-0),2Tr(1'-0) 56,-3 Pv <br /> W•••••Route 4••••• <br /> UG 8.3900 9.03 0.05 140 0.000001 468'-9'/z Pf 0.001 <br /> 220 154'-7'/z 17.15 53.170 Flow(q)from Route 1 142'-6 Pe 2.320 <br /> 127 149'-3'% 55.490 4EE(15'-3),Eel(15'-3),GV(6'-9 611'-3'/z Pv <br /> Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier <br /> Actual Inside Diameter 4.87 Value Of C 100 130 140 150 <br /> Schedule 40 Steel Pie Inside Diameter =Factor MultiplyingFactor <br /> P 0.713 1.16 1.33 1.51 <br /> LN ©M.E.P.CAD gy AutoSPRINK 2023 v18.1.44.0 9/5/2024 3:48:27PM Page 6 <br />