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Final Calculations - Hazen-Williams - 2007 <br /> A-PEX Design Services Inc. Page 5 <br /> BENTON SQUARE BLDG E - One Head Calculation (H.6) Date 1/18/2024 <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.6 124 4.90 5.73 1 Utr 2.0 6.000 150 7.040 <br /> to 0.0 2.000 0.0 <br /> H.7 124 5.73 0.862 0.0 8.000 0.0222 0.178 Vel = 3.15 <br /> H.7 124 0.0 1 Utr 2.0 12.000 150 7.218 <br /> to 0.0 2.000 0.0 <br /> H.11 124 5.73 0.862 0.0 14.000 0.0221 0.310 Vel = 3.15 <br /> H.11 124 0.0 1 Utr 2.0 8.000 150 7.528 <br /> to 0.0 2.000 0.0 <br /> T.30 124 5.73 0.862 0.0 10.000 0.0222 0.222 Vel = 3.15 <br /> T.30 124 -1.32 1 2Utb 34.0 15.000 150 7.750 <br /> to 0.0 28.000 3.465 <br /> T.35 116 4.41 0.862 0.0 43.000 0.0137 0.587 Vel = 2.42 <br /> T.35 116 2.51 1 Utr 2.0 3.000 150 11.802 <br /> to 0.0 2.000 0.0 <br /> T.36 116 6.92 0.862 0.0 5.000 0.0314 0.157 Vel = 3.80 <br /> T.36 116 -2.30 1 2Utb 34.0 11.000 150 11.959 <br /> to 0.0 28.000 3.465 <br /> T.34 108 4.62 0.862 0.0 39.000 0.0149 0.581 Vel = 2.54 <br /> T.34 108 1.47 1 Utr 2.0 3.000 150 16.005 <br /> to 0.0 2.000 0.0 <br /> H.15 108 6.09 0.862 0.0 5.000 0.0248 0.124 Vel = 3.35 <br /> H.15 108 0.0 1 Utb 17.0 2.000 150 16.129 <br /> to Utr 2.0 16.000 0.0 <br /> T.31 108 6.09 0.862 0.0 18.000 0.0248 0.447 Vel = 3.35 <br /> T.31 108 6.91 1.25 T 2.44 25.000 150 16.576 <br /> to 0.0 2.440 1.732 <br /> S.1 104 13.0 1.054 0.0 27.440 0.0379 1.041 Vel = 4.78 <br /> S.1 104 0.0 1.5 2E 3.443 40.000 150 19.349 <br /> to 0.0 3.443 4.732 * * Fixed Loss = 3 <br /> MTR 100 13.0 1.244 0.0 43.443 0.0169 0.736 Vel = 3.43 <br /> MTR 100 0.0 1 E 3.022 40.000 150 24.817 <br /> to T 7.555 12.089 0.0 <br /> STIR 100 13.0 1.049 G 1.511 52.089 0.0388 2.022 Vel = 4.83 <br /> 0.0 <br /> STIR 13.00 26.839 K Factor= 2.51 <br /> H.6 124 7.27 1 Utr 2.0 2.000 150 7.040 <br /> to 0.0 2.000 0.0 <br /> T.21 124 7.27 0.862 0.0 4.000 0.0345 0.138 Vel = 4.00 <br /> T.21 124 0.0 1 Utr 2.0 8.000 150 7.178 <br /> to 0.0 2.000 0.0 <br /> T.20 124 7.27 0.862 0.0 10.000 0.0344 0.344 Vel = 4.00 <br /> T.20 124 -2.73 1 2Utb 34.0 16.000 150 7.522 <br /> to 0.0 28.000 3.465 <br /> T.22 116 4.54 0.862 0.0 44.000 0.0144 0.635 Vel = 2.50 <br /> T.22 116 -2.03 1 Utr 2.0 4.000 150 11.622 <br /> to 0.0 2.000 0.0 <br /> H.9 116 2.51 0.862 0.0 6.000 0.0050 0.030 Vel = 1.38 <br /> H.9 116 0.0 1 Utr 2.0 10.000 150 11.652 <br /> to 0.0 2.000 0.0 <br /> T.26 116 2.51 0.862 0.0 12.000 0.0048 0.058 Vel = 1.38 <br /> Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />