9914 18TH AVE W B 2025-03-24 - Laserfiche WebLink

Final Calculations : Hazen-Williams A-PEX Design Services Inc. Page 8 BENTON SQUARE BLDG A PLAN B GL-Two Head Calculation (H.6 & H.2) Date 1/30/2024 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf T.39 116 -2.24 1 Utr 2.0 2.000 150 14.964 to 2.000 0.0 T.41 116 3.7 0.862 4.000 0.0100 0.040 Vel = 2.03 T.41 116 0.0 1 1.000 150 15.004 to 0.0 T.40 116 3.7 0.862 1.000 0.0090 0.009 Vel = 2.03 T.40 116 2.07 1 2Utb 34.0 14.000 150 15.013 to 28.000 3.465 T.35 108 5.77 0.862 42.000 0.0225 0.944 Vel = 3.17 T.35 108 -0.99 1 Utr 2.0 10.000 150 19.422 to 2.000 0.0 T.33 108 4.78 0.862 12.000 0.0159 0.191 Vel = 2.63 0.0 T.33 4.78 19.613 K Factor= 1.08 T.24 124 2.74 1 Utr 2.0 2.000 150 10.309 to 2.000 0.0 H.7 124 2.74 0.862 4.000 0.0055 0.022 Vel = 1.51 H.7 124 0.0 1 Utr 2.0 7.000 150 10.331 to 2.000 0.0 H.11 124 2.74 0.862 9.000 0.0057 0.051 Vel = 1.51 HA 1 124 0.0 1 Utr 2.0 9.000 150 10.382 to 2.000 0.0 H.13 124 2.74 0.862 11.000 0.0056 0.062 Vel = 1.51 HA 3 124 0.0 1 Utr 2.0 9.000 150 10.444 to 2.000 0.0 H.18 124 2.74 0.862 11.000 0.0056 0.062 Vel = 1.51 H.18 124 0.0 1 Utr 2.0 6.000 150 10.506 to 2.000 0.0 T.38 124 2.74 0.862 8.000 0.0058 0.046 Vel = 1.51 0.0 T.38 2.74 10.552 K Factor= 0.84 T.25 116 1.74 1 Utr 2.0 6.000 150 14.602 to 2.000 0.0 HA 116 1.74 0.862 8.000 0.0025 0.020 Vel = 0.96 HA 116 0.0 1 Utr 2.0 9.000 150 14.622 to 2.000 0.0 H.3 116 1.74 0.862 11.000 0.0025 0.027 Vel = 0.96 H.3 116 0.0 1 Utr 2.0 9.000 150 14.649 to 2.000 0.0 H.9 116 1.74 0.862 11.000 0.0024 0.026 Vel = 0.96 H.9 116 0.0 1 Utr 2.0 11.000 150 14.675 to 2.000 0.0 T.31 116 1.74 0.862 13.000 0.0025 0.032 Vel = 0.96 0.0 T.31 1.74 14.707 K Factor= 0.45 T.29 116 0.50 0.75 Utb 17.0 2.000 150 14.768 to Utr 2.0 19.000 0.0 H.12 116 0.5 0.671 21.000 0.0009 0.018 Vel = 0.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087