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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-Two Head Calculation (H.11 & H.7) 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 /> HA 1 124 3.00 8.25 1 Utr 2.0 9.000 150 9.000 <br /> to 0.0 2.000 0.0 <br /> H.13 124 8.25 0.862 0.0 11.000 0.0435 0.479 Vel = 4.54 <br /> H.13 124 0.0 1 Utr 2.0 4.000 150 9.479 <br /> to 0.0 2.000 0.0 <br /> T.33 124 8.25 0.862 0.0 6.000 0.0435 0.261 Vel = 4.54 <br /> T.33 124 -2.40 1 2Utb 34.0 11.000 150 9.740 <br /> to 0.0 28.000 3.465 <br /> T.34 116 5.85 0.862 0.0 39.000 0.0230 0.898 Vel = 3.22 <br /> T.34 116 -2.52 1 Utr 2.0 3.000 150 14.103 <br /> to 0.0 2.000 0.0 <br /> T.35 116 3.33 0.862 0.0 5.000 0.0080 0.040 Vel = 1.83 <br /> T.35 116 0.0 1 0.0 2.000 150 14.143 <br /> to 0.0 0.0 0.0 <br /> H.17 116 3.33 0.862 0.0 2.000 0.0085 0.017 Vel = 1.83 <br /> H.17 116 0.0 1 Utr 2.0 7.000 150 14.160 <br /> to 0.0 2.000 0.0 <br /> T.32 116 3.33 0.862 0.0 9.000 0.0081 0.073 Vel = 1.83 <br /> T.32 116 2.31 1 2Utb 34.0 13.000 150 14.233 <br /> to 0.0 28.000 3.465 <br /> T.30 108 5.64 0.862 0.0 41.000 0.0215 0.882 Vel = 3.10 <br /> T.30 108 0.54 1 Utr 2.0 18.000 150 18.580 <br /> to 0.0 2.000 0.0 <br /> T.21 108 6.18 0.862 0.0 20.000 0.0256 0.511 Vel = 3.40 <br /> T.21 108 5.52 1.25 0.0 1.000 150 19.091 <br /> to 0.0 0.0 0.0 <br /> T.22 108 11.7 1.054 0.0 1.000 0.0310 0.031 Vel = 4.30 <br /> T.22 108 6.30 1.25 Utr 4.0 8.000 150 19.122 <br /> to T 2.44 6.440 1.732 <br /> S.1 104 18.0 1.054 0.0 14.440 0.0693 1.001 Vel = 6.62 <br /> S.1 104 0.0 1.5 2E 3.443 40.000 150 21.855 <br /> to 0.0 3.443 4.732 * * Fixed Loss = 3 <br /> MTR 100 18.0 1.244 0.0 43.443 0.0309 1.343 Vel = 4.75 <br /> MTR 100 0.0 1 E 3.022 40.000 150 27.930 <br /> to T 7.555 12.089 0.0 <br /> STIR 100 18.0 1.049 G 1.511 52.089 0.0709 3.692 Vel = 6.68 <br /> 0.0 <br /> STR 18.00 31.622 K Factor= 3.20 <br /> H.11 124 0.75 1 Utr 2.0 9.000 150 9.000 <br /> to 0.0 2.000 0.0 <br /> H.7 124 0.75 0.862 0.0 11.000 0.0005 0.006 Vel = 0.41 <br /> H.7 124 3.00 9.01 1 Utr 2.0 6.000 150 9.006 <br /> to 0.0 2.000 0.0 <br /> T.19 124 9.76 0.862 0.0 8.000 0.0594 0.475 Vel = 5.37 <br /> T.19 124 -3.38 1 2Utb 34.0 11.000 150 9.481 <br /> to 0.0 28.000 3.465 <br /> T.20 116 6.38 0.862 0.0 39.000 0.0271 1.055 Vel = 3.51 <br /> T.20 116 -2.84 1 Utr 2.0 11.000 150 14.001 <br /> to 0.0 2.000 0.0 <br /> T.24 116 3.54 0.862 0.0 13.000 0.0092 0.119 Vel = 1.95 <br /> Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />