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Final Calculations - Hazen-Williams <br /> A-PEX Design Services Inc. Page 6 <br /> BENTON SQUARE BLDG A PLAN B GL- One Head Calculation (H.8) 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.8 124 4.90 8.29 1 Utr 2.0 6.000 150 7.040 <br /> to 2.000 0.0 <br /> T.27 124 8.29 0.862 8.000 0.0439 0.351 Vel = 4.56 <br /> T.27 124 0.0 1 Utr 2.0 1.000 150 7.391 <br /> to 2.000 0.0 <br /> T.28 124 8.29 0.862 3.000 0.0440 0.132 Vel = 4.56 <br /> T.28 124 -3.17 1 2Utb 34.0 10.000 150 7.523 <br /> to 28.000 3.465 <br /> T.31 116 5.12 0.862 38.000 0.0180 0.685 Vel = 2.81 <br /> T.31 116 0.88 1 Utr 2.0 3.000 150 11.673 <br /> to 2.000 0.0 <br /> T.34 116 6.0 0.862 5.000 0.0242 0.121 Vel = 3.30 <br /> T.34 116 -1.61 1 2Utb 34.0 22.000 150 11.794 <br /> to 28.000 3.465 <br /> T.33 108 4.39 0.862 50.000 0.0136 0.678 Vel = 2.41 <br /> T.33 108 3.44 1 Utr 2.0 14.000 150 15.937 <br /> to 2.000 0.0 <br /> T.26 108 7.83 0.862 16.000 0.0396 0.633 Vel = 4.30 <br /> T.26 108 5.17 1.25 T 2.44 9.000 150 16.570 <br /> to 2.440 1.732 <br /> S.1 104 13.0 1.054 11.440 0.0379 0.434 Vel = 4.78 <br /> S.1 104 0.0 1.5 2E 3.443 40.000 150 18.736 <br /> to 3.443 4.732 ** Fixed Loss = 3 <br /> MTR 100 13.0 1.244 43.443 0.0169 0.736 Vel = 3.43 <br /> MTR 100 0.0 1 E 3.022 40.000 150 24.204 <br /> to T 7.555 12.089 0.0 <br /> STR 100 13.0 1.049 G 1.511 52.089 0.0388 2.022 Vel = 4.83 <br /> 0.0 <br /> STR 13.00 26.226 K Factor= 2.54 <br /> H.8 124 4.71 1 Utr 2.0 8.000 150 7.040 <br /> to 2.000 0.0 <br /> H.6 124 4.71 0.862 10.000 0.0155 0.155 Vel = 2.59 <br /> H.6 124 0.0 1 Utr 2.0 9.000 150 7.195 <br /> to 2.000 0.0 <br /> H.2 124 4.71 0.862 11.000 0.0155 0.170 Vel = 2.59 <br /> H.2 124 0.0 1 Utr 2.0 9.000 150 7.365 <br /> to 2.000 0.0 <br /> HA 124 4.71 0.862 11.000 0.0155 0.170 Vel = 2.59 <br /> HA 124 0.0 1 Utr 2.0 8.000 150 7.535 <br /> to 2.000 0.0 <br /> T.23 124 4.71 0.862 10.000 0.0154 0.154 Vel = 2.59 <br /> T.23 124 0.0 1 Utr 2.0 1.000 150 7.689 <br /> to 2.000 0.0 <br /> H.5 124 4.71 0.862 3.000 0.0157 0.047 Vel = 2.59 <br /> H.5 124 0.0 1 Utr 2.0 3.000 150 7.736 <br /> to 2.000 0.0 <br /> T.24 124 4.71 0.862 5.000 0.0154 0.077 Vel = 2.59 <br /> T.24 124 -1.07 1 2Utb 34.0 10.000 150 7.813 <br /> to 28.000 3.465 <br /> T.25 116 3.64 0.862 38.000 0.0096 0.365 Vel = 2.00 <br /> Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />