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

Final Calculations : Hazen-Williams A-PEX Design Services Inc. Page 6 BENTON SQUARE BLDG A PLAN C GL- One Head Calculation (H.3) 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.27 116 -2.36 1 Utr 2.0 10.000 150 17.407 to 2.000 0.0 T.23 116 3.29 0.862 12.000 0.0079 0.095 Vel = 1.81 T.23 116 2.68 1 2Utb 34.0 24.000 150 17.502 to 28.000 3.465 T.22 108 5.97 0.862 52.000 0.0239 1.245 Vel = 3.28 0.0 T.22 5.97 22.212 K Factor= 1.27 T.19 124 3.62 1 Utr 2.0 6.000 150 12.804 to 2.000 0.0 H.7 124 3.62 0.862 8.000 0.0095 0.076 Vel = 1.99 H.7 124 0.0 1 Utr 2.0 9.000 150 12.880 to 2.000 0.0 HA 1 124 3.62 0.862 11.000 0.0095 0.104 Vel = 1.99 HA 1 124 0.0 1 Utr 2.0 9.000 150 12.984 to 2.000 0.0 HA 3 124 3.62 0.862 11.000 0.0095 0.104 Vel = 1.99 H.13 124 0.0 1 Utr 2.0 3.000 150 13.088 to 2.000 0.0 T.33 124 3.62 0.862 5.000 0.0096 0.048 Vel = 1.99 T.33 124 0.0 1 Utr 2.0 2.000 150 13.136 to 2.000 0.0 T.34 124 3.62 0.862 4.000 0.0095 0.038 Vel = 1.99 T.34 124 1.58 1 2Utb 34.0 11.000 150 13.174 to 28.000 3.465 T.35 116 5.2 0.862 39.000 0.0185 0.723 Vel = 2.86 T.35 116 -2.23 1 Utr 2.0 3.000 150 17.362 to 2.000 0.0 T.36 116 2.97 0.862 5.000 0.0066 0.033 Vel = 1.63 T.36 116 0.0 1 2.000 150 17.395 to 0.0 H.17 116 2.97 0.862 2.000 0.0065 0.013 Vel = 1.63 H.17 116 0.0 1 Utr 2.0 7.000 150 17.408 to 2.000 0.0 T.32 116 2.97 0.862 9.000 0.0066 0.059 Vel = 1.63 T.32 116 2.35 1 2Utb 34.0 13.000 150 17.467 to 28.000 3.465 T.30 108 5.32 0.862 41.000 0.0194 0.794 Vel = 2.92 T.30 108 0.51 1 Utr 2.0 18.000 150 21.726 to 2.000 0.0 T.21 108 5.83 0.862 20.000 0.0229 0.458 Vel = 3.21 0.0 T.21 5.83 22.184 K Factor= 1.24 T.25 124 1.58 1 Utr 2.0 5.000 150 13.121 to 2.000 0.0 H.12 124 1.58 0.862 7.000 0.0020 0.014 Vel = 0.87 H.12 124 0.0 1 Utr 2.0 6.000 150 13.135 to 2.000 0.0 T.31 124 1.58 0.862 8.000 0.0021 0.017 Vel = 0.87 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087