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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'-0'/2 Pf 1.225 <br /> 593 176'-4'/2 12.96 4.9 7.000 Sprinkler, 1V-0 Pe -0.199 <br /> 486 176-10 8.026 2E(4'-0),T(3'-0) 13'-0Yz Pv <br /> BL 0.8740 1.80 0.96 150 0.002432 7'-5 Pf 0.037 <br /> 486 176-10 8.026 T(3'-0) 8'-0 Pe <br /> 483 176-10 8.064 E(4'-0),Tr(1'-0) 15'-5 Pv <br /> BL 0.8740 15.57 8.33 150 0.131816 22'-1 Pf 3.834 <br /> 483 176-10 13.77 8.064 Flow(q)from Route 2 7'-0 Pe <br /> 454 176-10 11.897 Tr(1'-0),2T(3'-0) 29'-1 Pv <br /> BL 1.1010 26.74 9.01 150 0.116410 26'-SY= Pf 8.408 <br /> 454 176-10 11.17 11.897 Flow(q)from Route 4 20'-0 Pe 7.443 <br /> 445 159'-8 27.748 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 26.74 4.28 150 0.018970 0'-7 Pf 0.030 <br /> 445 159'-8 27.748 1'-0 Pe 0.399 <br /> 442 158'-9 28.177 Tr(1'-0),BOR,GloV 1'-7 Pv <br /> MS 1.5980 26.74 4.28 150 0.018970 47'-7 Pf 1.339 <br /> 442 158'-9 28.177 23'-0 Pe 1.779 <br /> 108 154'-7'/z 31.295 E(9'-0),2E(7'-0),E(-0.000) 70'-7 Pv <br /> UG 0.9950 26.74 11.03 150 0.190588 0'-0 Pf 16.954 <br /> 108 154'-7'/z 31.295 Pe <br /> 109 154'-7'/z 48.249 2E(-0.000),WMV(-1.954),AngV 0'-0 Pv <br /> (-15.000) <br /> UG 1.1010 26.74 9.01 150 0.116410 6'-2'/z Pf 1.419 <br /> 109 154'-7'/z 48.249 6'-0 Pe <br /> 119 154'-7'/z 49.668 T(5'-0),b(1'-0) 12'-2'% Pv <br /> UG 8.3900 17.52 0.10 140 0.000003 149'-2 Pf 0.001 <br /> 119 154'-7'/z 49.668 37'-4 Pe 2.320 <br /> 96 149'-3'/z 51.989 Ee2(15'-3),EE(15'-3),GV(6'-9'/z) 186'-5'/z Pv <br /> UG 8.3900 26.74 0.16 140 0.000007 297'-5'/z Pf 0.003 <br /> 96 149'-3'/z 9.22 51.989 Flow(q)from Route 3 88'-2/2 Pe 8.671 <br /> 1 129'-3'/z 60.662 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 26.74 <br /> -*•••••Route 2••••• <br /> DR 0.8740 13.77 7.36 150 0.105035 0'-5'/2 Pf 0.363 <br /> 590 176'-4'/z 13.77 4.9 7.899 Sprinkler, 3'-0 Pe -0.199 <br /> 483 176-10 8.064 T(3'-0) 3'-5'/2 Pv <br /> '&•••••Route 3••••• <br /> UG 8.3900 9.22 0.05 140 0.000001 468'-9'/ Pf 0.001 <br /> 119 154'-7'/2 17.52 49.668 Flow(q)from Route 1 142'-6 Pe 2.320 <br /> 96 149'-3'/z 51.989 4EE(15'-3),Ee1(15'-3),GV(6'-9 61V-3'/ Pv <br /> T(59'-4'/z) <br /> �•••••Route 4••••• <br /> BL 0.8740 11.17 5.97 150 0.071248 37'-4 Pf 3.871 <br /> 486 176-10 1.80 8.026 Flow(q)from Route 1 17'-0 Pe <br /> 454 176-10 11.897 5T(3'-0),cplg(1'-0),Tr(1'-0) 54'-4 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 /> Ly ©M.E.P.CAD IIS AutoSPRINK 2023 v18.1.33.0 3/28/2024 7:01:17PM Page 6 <br />