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©M.E.P.CAD, Inc. <br />M AutoSPRINK® VR5 v5.2.6 <br />05/19/2008 1:32:36PM <br />Page 4 <br />f <br />Hydraulic Analysis <br />' <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 />v Route 1 <br />DR 1.049 Q=20.00 7.42 C=120 0.130131 31-7% Pf 5.547 <br />103 14-0 q=20.00 K=5.6 12.755 Spr(-12.755) 11-0 Pe -1.147 <br />190 16-8 17.156 3E(2-0), PO(5-0) 42-7% Pv <br />BL 1.610 Q=60.35 9.51 C=120 0.124629 8-2% Pf 1.022 <br />190 16-8 17.156 Pe <br />178 16-8 18.178 8-2% Pv <br />BL 1.610 Q=101.26 15.96 C=120 0.324697 12-0 Pf 3.896 <br />178 16-8 18.178 Pe <br />166 16-8 22.074 12-0 Pv <br />BL 1.610 0=146.29 23.05 C=120 0.641285 21-0% Pf 19.899 <br />166 16-8 22.074 10-0 Pe 0.434 <br />140 15-8 42.407 LtE(2-0), PO(8-0) 31-0% Pv <br />CM 4.260 0=146.29 3.29 C=120 0.005611 11-0 Pf 0.062 <br />140 15-8 42.407 Pe <br />137 15-8 42.468 11-0 Pv <br />CM 4.260 0=255.74 5.7.6 C=120 0.015771 151-8 Pf 2.533 <br />137 15-8 42.468 8-11% Pe <br />101 15-8 45.002 fE(8-11'/) 160-7% Pv <br />RN 4.260 0=255.74 5.76 C=120 0.015771 1-7 Pf 0.307 <br />101 15-8 45.002 fE(8-11%) 17-11 Pe -0.686 <br />102 17-3 44.623 fE(8-11%) 19-6 Pv <br />CM 4.260 Q=255.74 5.76 C=120 0.015771 13-1 Pf 0.206 <br />102 17-3 44.623 Pe <br />98 17-3 44.829 13-1 Pv <br />RN 4.260 Q=255.74 5.76 C=120 0.015771 1-3 Pf 0.576 <br />98 17-3 44.829 P0(26-4) 35-3% Pe -0.542 <br />100 18-6 44.864 fE(8-11%) 36-6% Pv <br />CM 4.260 Q=255.74 5.76 C=120 0.015771 139-5 Pf 2.481 <br />100 18-6 44.864 17-11 Pe 0.289 <br />202 17-10 47.634 2fE(8-11%) 157-4 Pv <br />CM 6.357 0=255.74 2.59 C=120 0.002245 180-10 Pf 0.894 <br />202 17-10 47.634 217-5% Pe 14.704 <br />330 -16-1 63.232 12fE(12-7), BV(12-7), fE(10-0), 398-3% Pv <br />CV(40-3), GV(3-9'/2) <br />BL 8.329 0=255.74 1.51 C=120 0.000602 17-10 Pf 0.419 <br />330 -16-1 63.232 P0(43-1) 678-3% Pe -0.000 <br />336 -16-1 63.651 2fE(16-0), 14P0(43-1) 696-1'/2 Pv <br />MS 10.020 Q=255.74 1.04 C=120 0.000245 20-2 Pf 5.021 <br />336 -16-1 63.651 67-0 Pe -1.635 <br />378 -12-4 67.038 3LtE(16-0), BV(19-0), BFP(-5.000) 87-2 Pv <br />UG 10.400 0=255.74 0.97 C=140 0.000154 112-10% Pf 0.038 <br />378 -12-4 67.038 137-1% Pe 4.200 <br />1 -22-0 71.276 4LtE(25-6), 2EE(17-6%), S 250-0 Pv <br />oio Route 2 <br />DR 1.049 0=20.14 7.48 C=120 0.131873 29-8 Pf 5.363 <br />104 14-0 q=20.14 K=5.6 12.940 Spr(-12.940) 11-0 Pe -1.147 <br />190 16-8 17.156 3E(2-0), P0(5-0) 40-8 Pv <br />4 Route 3 <br />DR 1.049 0=20.20 7.50 C=120 0.132578 31-51/2 Pf 5.233 <br />105 14-0 q=20.20 K=5.6 13.015 Spr(-13.015) 8-0 Pe -1.147 <br />197 16-8 17.100 4E(2-0) 39-5% Pv <br />BL 1.610 0=20.20 3.18 C=120 0.016459 3-4 Pf 0.055 <br />197 16-8 17.100 Pe <br />190 16-8 17.156 3-4 Pv <br />aD Route 4 <br />DR 1.049 0=20.42 7.58 C=120 0.135189 30-8 Pf 5.636 <br />106 14-11% q=20.42 K=5.6 13.292 Spr(-13.292) 11-0 Pe -0.750 <br />178 16-8 18.178 3E(2-0), P0(5-0) 41-8 Pv <br />Route 5 <br />DR 1.049 0=20.50 7.61 C=120 0.136186 29-7 Pf 5.530 <br />107 14-11%. q=20.50 K=5.6 13.398 Spr(-13.398) 11-0 Pe -0.750 <br />178 16-8 18.178 3E(2-0), PO(5-0) 40-7 Pv <br />a. Route 6 <br />DR 1.049 0=22.47 8.34 C=120 0.161440 30-8 Pf 6.730 <br />108 14-11 q=22.47 K=5.6 16.103 Spr(-16.103) 11-0 Pe -0.759 <br />166 16-8 22.074 3E(2-0), PO(5-0) 41-8 Pv <br />iai Route 7 <br />DR 1.049 Q=22.56 8.37 C=120 0.162557 29-7 Pf 6.600 <br />109 14-11% q=22.56 K=5.6 16.223 Spr(-16.223) 11-0 Pe -0.750 <br />166 16-8 22.074 3E(2-0), P0(5-0) 40-7 Pv <br />Route 8 <br />©M.E.P.CAD, Inc. <br />M AutoSPRINK® VR5 v5.2.6 <br />05/19/2008 1:32:36PM <br />Page 4 <br />