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Final Calculations - Hazen-Williams <br /> A-PEX Design Services Inc. Page 5 <br /> BENTON SQUARE BLDG A PLAN C GL-Two Head Calculation (H.11 & H.7) 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.11 124 3.00 7.99 1 Utr 2.0 9.000 150 9.000 <br /> to 2.000 0.0 <br /> H.13 124 7.99 0.862 11.000 0.0410 0.451 Vel = 4.39 <br /> H.13 124 0.0 1 Utr 2.0 3.000 150 9.451 <br /> to 2.000 0.0 <br /> T.33 124 7.99 0.862 5.000 0.0412 0.206 Vel = 4.39 <br /> T.33 124 0.0 1 Utr 2.0 2.000 150 9.657 <br /> to 2.000 0.0 <br /> T.34 124 7.99 0.862 4.000 0.0410 0.164 Vel = 4.39 <br /> T.34 124 -2.21 1 2Utb 34.0 11.000 150 9.821 <br /> to 28.000 3.465 <br /> T.35 116 5.78 0.862 39.000 0.0225 0.879 Vel = 3.18 <br /> T.35 116 -2.46 1 Utr 2.0 3.000 150 14.165 <br /> to 2.000 0.0 <br /> T.36 116 3.32 0.862 5.000 0.0080 0.040 Vel = 1.83 <br /> T.36 116 0.0 1 2.000 150 14.205 <br /> to 0.0 <br /> H.17 116 3.32 0.862 2.000 0.0080 0.016 Vel = 1.83 <br /> H.17 116 0.0 1 Utr 2.0 7.000 150 14.221 <br /> to 2.000 0.0 <br /> T.32 116 3.32 0.862 9.000 0.0081 0.073 Vel = 1.83 <br /> T.32 116 2.32 1 2Utb 34.0 13.000 150 14.294 <br /> to 28.000 3.465 <br /> T.30 108 5.64 0.862 41.000 0.0215 0.881 Vel = 3.10 <br /> T.30 108 0.54 1 Utr 2.0 18.000 150 18.640 <br /> to 2.000 0.0 <br /> T.21 108 6.18 0.862 20.000 0.0256 0.511 Vel = 3.40 <br /> T.21 108 5.52 1.25 1.000 150 19.151 <br /> to 0.0 <br /> T.22 108 11.7 1.054 1.000 0.0310 0.031 Vel = 4.30 <br /> T.22 108 6.30 1.25 Utr 4.0 8.000 150 19.182 <br /> to T 2.44 6.440 1.732 <br /> S.1 104 18.0 1.054 14.440 0.0693 1.001 Vel = 6.62 <br /> SA 104 0.0 1.5 2E 3.443 40.000 150 21.915 <br /> to 3.443 4.732 ** Fixed Loss = 3 <br /> MTR 100 18.0 1.244 43.443 0.0309 1.343 Vel = 4.75 <br /> MTR 100 0.0 1 E 3.022 40.000 150 27.990 <br /> to T 7.555 12.089 0.0 <br /> STR 100 18.0 1.049 G 1.511 52.089 0.0709 3.693 Vel = 6.68 <br /> 0.0 <br /> STR 18.00 31.683 K Factor= 3.20 <br /> HA 1 124 1.01 1 Utr 2.0 9.000 150 9.000 <br /> to 2.000 0.0 <br /> H.7 124 1.01 0.862 11.000 0.0009 0.010 Vel = 0.56 <br /> H.7 124 3.00 9.01 1 Utr 2.0 6.000 150 9.010 <br /> to 2.000 0.0 <br /> T.19 124 10.02 0.862 8.000 0.0622 0.498 Vel = 5.51 <br /> T.19 124 -3.55 1 2Utb 34.0 11.000 150 9.508 <br /> to 28.000 3.465 <br /> T.20 116 6.47 0.862 39.000 0.0277 1.082 Vel = 3.56 <br /> Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />