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Final Calculations - Hazen-Williams <br /> A-PEX Design Services Inc. Page 5 <br /> BENTON SQUARE BLDG A PLAN C GL- One Head Calculation (H.3) Date 1/30/2024 <br /> Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt <br /> to or Ftngs Pe ******* Notes ****** <br /> Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf <br /> H.3 124 4.90 9.77 1 Utr 2.0 11.000 150 12.030 <br /> to 2.000 0.0 <br /> T.19 124 9.77 0.862 13.000 0.0595 0.774 Vel = 5.37 <br /> T.19 124 -3.63 1 2Utb 34.0 11.000 150 12.804 <br /> to 28.000 3.465 <br /> T.20 116 6.14 0.862 39.000 0.0252 0.984 Vel = 3.38 <br /> T.20 116 -2.67 1 Utr 2.0 11.000 150 17.253 <br /> to 2.000 0.0 <br /> T.24 116 3.47 0.862 13.000 0.0088 0.114 Vel = 1.91 <br /> T.24 116 -0.45 1 Utr 2.0 2.000 150 17.367 <br /> to 2.000 0.0 <br /> T.28 116 3.02 0.862 4.000 0.0068 0.027 Vel = 1.66 <br /> T.28 116 0.45 1 Utr 2.0 1.000 150 17.394 <br /> to 2.000 0.0 <br /> T.29 116 3.47 0.862 3.000 0.0087 0.026 Vel = 1.91 <br /> T.29 116 2.23 1 2Utb 34.0 10.000 150 17.420 <br /> to 28.000 3.465 <br /> T.26 108 5.7 0.862 38.000 0.0220 0.836 Vel = 3.13 <br /> T.26 108 -0.50 1 Utr 2.0 9.000 150 21.721 <br /> to Utb 17.0 16.000 0.0 <br /> T.21 108 5.2 0.862 25.000 0.0185 0.463 Vel = 2.86 <br /> T.21 108 5.83 1.25 1.000 150 22.184 <br /> to 0.0 <br /> T.22 108 11.03 1.054 1.000 0.0280 0.028 Vel = 4.06 <br /> T.22 108 5.97 1.25 Utr 4.0 8.000 150 22.212 <br /> to T 2.44 6.440 1.732 <br /> S.1 104 17.0 1.054 14.440 0.0623 0.899 Vel = 6.25 <br /> S.1 104 0.0 1.5 2E 3.443 40.000 150 24.843 <br /> to 3.443 4.732 ** Fixed Loss = 3 <br /> MTR 100 17.0 1.244 43.443 0.0278 1.207 Vel = 4.49 <br /> MTR 100 0.0 1 E 3.022 40.000 150 30.782 <br /> to T 7.555 12.089 0.0 <br /> STR 100 17.0 1.049 G 1.511 52.089 0.0637 3.319 Vel = 6.31 <br /> 0.0 <br /> STR 17.00 34.101 K Factor= 2.91 <br /> H.3 124 7.23 1 Utr 2.0 6.000 150 12.030 <br /> to 2.000 0.0 <br /> T.18 124 7.23 0.862 8.000 0.0341 0.273 Vel = 3.97 <br /> T.18 124 0.0 1 Utr 2.0 4.000 150 12.303 <br /> to 2.000 0.0 <br /> HA 124 7.23 0.862 6.000 0.0340 0.204 Vel = 3.97 <br /> HA 124 0.0 1 Utr 2.0 9.000 150 12.507 <br /> to 2.000 0.0 <br /> H.8 124 7.23 0.862 11.000 0.0341 0.375 Vel = 3.97 <br /> H.8 124 0.0 1 Utr 2.0 5.000 150 12.882 <br /> to 2.000 0.0 <br /> T.25 124 7.23 0.862 7.000 0.0341 0.239 Vel = 3.97 <br /> T.25 124 -1.58 1 2Utb 34.0 10.000 150 13.121 <br /> to 28.000 3.465 <br /> T.27 116 5.65 0.862 38.000 0.0216 0.821 Vel = 3.11 <br /> Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />