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Final Calculations - Hazen-Williams - 2007 <br /> A-PEX Design Services Inc. Page 5 <br /> BENTON SQUARE BLDG D PLAN C GL-One Head Calculation (H.3) Date 3/15/2024 <br /> Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt <br /> to or Ftng's Pe ******* Notes ****** <br /> Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf <br /> H.3 124 4.90 9.80 1 Utr 2.0 11.000 150 12.030 <br /> to 0.0 2.000 0.0 <br /> T.19 124 9.8 0.862 0.0 13.000 0.0598 0.778 Vel = 5.39 <br /> T.19 124 -3.69 1 2Utb 34.0 11.000 150 12.808 <br /> to 0.0 28.000 3.465 <br /> T.20 116 6.11 0.862 0.0 39.000 0.0250 0.976 Vel = 3.36 <br /> T.20 116 -2.66 1 Utr 2.0 11.000 150 17.249 <br /> to 0.0 2.000 0.0 <br /> T.24 116 3.45 0.862 0.0 13.000 0.0086 0.112 Vel = 1.90 <br /> T.24 116 -0.45 1 Utr 2.0 2.000 150 17.361 <br /> to 0.0 2.000 0.0 <br /> T.28 116 3.0 0.862 0.0 4.000 0.0068 0.027 Vel = 1.65 <br /> T.28 116 0.45 1 Utr 2.0 1.000 150 17.388 <br /> to 0.0 2.000 0.0 <br /> T.29 116 3.45 0.862 0.0 3.000 0.0087 0.026 Vel = 1.90 <br /> T.29 116 2.25 1 2Utb 34.0 10.000 150 17.414 <br /> to 0.0 28.000 3.465 <br /> T.26 108 5.7 0.862 0.0 38.000 0.0220 0.835 Vel = 3.13 <br /> T.26 108 -0.50 1 Utr 2.0 9.000 150 21.714 <br /> to Utb 17.0 16.000 0.0 <br /> T.21 108 5.2 0.862 0.0 25.000 0.0185 0.463 Vel = 2.86 <br /> T.21 108 5.83 1.25 0.0 1.000 150 22.177 <br /> to 0.0 0.0 0.0 <br /> T.22 108 11.03 1.054 0.0 1.000 0.0280 0.028 Vel = 4.06 <br /> T.22 108 5.97 1.25 Utr 4.0 8.000 150 22.205 <br /> to T 2.44 6.440 1.732 <br /> S.1 104 17.0 1.054 0.0 14.440 0.0623 0.900 Vel = 6.25 <br /> S.1 104 0.0 1.5 2E 3.443 40.000 150 24.837 <br /> to 0.0 3.443 4.732 * * Fixed Loss = 3 <br /> MTR 100 17.0 1.244 0.0 43.443 0.0278 1.207 Vel = 4.49 <br /> MTR 100 0.0 1 E 3.022 40.000 150 30.776 <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 /> STIR 17.00 34.095 K Factor= 2.91 <br /> H.3 124 7.19 1 Utr 2.0 6.000 150 12.030 <br /> to 0.0 2.000 0.0 <br /> T.18 124 7.19 0.862 0.0 8.000 0.0338 0.270 Vel = 3.95 <br /> T.18 124 0.0 1 Utr 2.0 4.000 150 12.300 <br /> to 0.0 2.000 0.0 <br /> HA 124 7.19 0.862 0.0 6.000 0.0338 0.203 Vel = 3.95 <br /> HA 124 0.0 1 Utr 2.0 9.000 150 12.503 <br /> to 0.0 2.000 0.0 <br /> H.8 124 7.19 0.862 0.0 11.000 0.0338 0.372 Vel = 3.95 <br /> H.8 124 0.0 1 Utr 2.0 5.000 150 12.875 <br /> to 0.0 2.000 0.0 <br /> T.25 124 7.19 0.862 0.0 7.000 0.0337 0.236 Vel = 3.95 <br /> T.25 124 -1.53 1 2Utb 34.0 10.000 150 13.111 <br /> to 0.0 28.000 3.465 <br /> T.27 116 5.66 0.862 0.0 38.000 0.0217 0.824 Vel = 3.11 <br /> Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />