Laserfiche WebLink
City of Tukwila My WebLink |HelpSearch Tips |About |Sign Out
11:- <br />Hydraulic Analysis <br />1 Job Number: KS0406 <br />Report Description: Ordinary 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 />DR 1.049 0=26.78 9.94 C=120 0.223279 29-3 Pf 8.992 <br />110 14-11% q=26.78 K=5.6 22.864 Spr(-22.864) 11-0 Pe -0.750 <br />174 16-8 31.106 3E(2-0), P0(5-0) 40-3 Pv <br />BL 1.610 0=53.80 8.48 C=120 0.100783 12-0 Pf 1.209 <br />174 16-8 31.106 Pe <br />162 16-8 32.316 12-0 Pv <br />BL 1.610 Q=81.09 12.78 C=120 0.215297 12-0 Pf 2.584 <br />162 16-8 32.316 Pe <br />150 16-8 34.899 12-0 Pv <br />BL 1.610 Q=109.45 17.25 C=120 0.374970 9-0% Pf 7.136 <br />150 16-8 34.899 10-0 Pe 0.434 <br />137 15-8 42.468 LtE(2-0), PO(8-0) 19-0% Pv <br />Route 9 <br />DR 1.049 Q=27.02 10.03 C=120 0.227106 30-5% Pf 8.734 <br />111 14-0% q=27.02 K=5.6 23.288 Spr(-23.288) 8-0 Pe -1.147 <br />186 16-8 30.875 4E(2-0) 38-51,4Pv <br />BL 1.610 Q=27.02 4.26 C=120 0.028194 8-2% Pf 0.231 <br />186 16-8 30.875 Pe <br />174 16-8 31.106 8-2% Pv <br />Route 10 <br />DR 1.049 0=27.29 10.13 C=120 0.231281 29-3 Pf 9.314 <br />112 14-11% q=27.29 K=5.6 23.752 Spr(-23.752) 11-0 Pe -0.750 <br />162 16-8 32.316 3E(2-0), PO(5-0) 40-3 Pv <br />v Route 11 <br />DR 1.049 Q=28.36 10.53 C=120 0.248321 29-3 Pf 10.000 <br />_ <br />113 14-11% q=28.36 K=5.6 25.649 Spr(-25.649) 11-0 Pe -0.750 <br />150 16-8 34.899 3E(2-0), P0(5-0) 40-3 Pv <br />Equivalent Pipe Lengths of Valves and Fittings (C=120 only) <br />C Value Multiplier <br />Value Of C 100 130 140 150 <br />Multiplying Factor 0.713 1.16 1.33 1.51 <br />/ Actual Inside Diameter \ 4.87 <br />= Factor <br />Schedule 40 Steel Pipe Inside Diameter J <br />©M.E.P.CAD, Inc. <br />AutoSPRINK®VR5 v5.2.6 <br />05/19/2008 1:32:36PM <br />Page 5 <br />