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9916 18TH AVE W E 2025-06-26
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6/26/2025 1:12:51 PM
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18TH AVE W
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9916
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E
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Final Calculations - Hazen -Williams - 2007 <br />A-PEX Design Services Inc. <br />Page 6 <br />BENTON SQUARE BLDG B PLAN B GR - One Head Calculation (H.8) <br />Date 3/14/2024 <br />Node1 <br />Elev1 K <br />Qa <br />Nom <br />Fitting <br />Pipe <br />CFact <br />Pt <br />to <br />or <br />Ftng's <br />Pe <br />Notes <br />Node2 <br />Elev2 Fact <br />Qt <br />Act <br />Eqv. <br />Ln. <br />Total <br />Pf/Ft <br />Pf <br />H.8 <br />124 4.90 <br />8.23 <br />1 <br />Utr <br />2.0 <br />6.000 <br />150 <br />7.040 <br />to <br />0.0 <br />2.000 <br />0.0 <br />T.26 <br />124 <br />8.23 <br />0.862 <br />0.0 <br />8.000 <br />0.0434 <br />0.347 <br />Vel <br />= 4.52 <br />T.26 <br />124 <br />0.0 <br />1 <br />Utr <br />2.0 <br />1.000 <br />150 <br />7.387 <br />to <br />0.0 <br />2.000 <br />0.0 <br />T.27 <br />124 <br />8.23 <br />0.862 <br />0.0 <br />3.000 <br />0.0433 <br />0.130 <br />Vel <br />= 4.52 <br />T.27 <br />124 <br />-3.13 <br />1 <br />2Utb <br />34.0 <br />10.000 <br />150 <br />7.517 <br />to <br />0.0 <br />28.000 <br />3.465 <br />T.30 <br />116 <br />5.1 <br />0.862 <br />0.0 <br />38.000 <br />0.0179 <br />0.680 <br />Vel <br />= 2.80 <br />T.30 <br />116 <br />0.90 <br />1 <br />Utr <br />2.0 <br />3.000 <br />150 <br />11.662 <br />to <br />0.0 <br />2.000 <br />0.0 <br />T.33 <br />116 <br />6.0 <br />0.862 <br />0.0 <br />5.000 <br />0.0240 <br />0.120 <br />Vel <br />= 3.30 <br />T.33 <br />116 <br />-1.61 <br />1 <br />2Utb <br />34.0 <br />22.000 <br />150 <br />11.782 <br />to <br />0.0 <br />28.000 <br />3.465 <br />T.32 <br />108 <br />4.39 <br />0.862 <br />0.0 <br />50.000 <br />0.0136 <br />0.679 <br />Vel <br />= 2.41 <br />T.32 <br />108 <br />3.44 <br />1 <br />Utr <br />2.0 <br />14.000 <br />150 <br />15.926 <br />to <br />0.0 <br />2.000 <br />0.0 <br />T.25 <br />108 <br />7.83 <br />0.862 <br />0.0 <br />16.000 <br />0.0395 <br />0.632 <br />Vel <br />= 4.30 <br />T.25 <br />108 <br />5.17 <br />1.25 <br />T <br />2.44 <br />9.000 <br />150 <br />16.558 <br />to <br />0.0 <br />2.440 <br />1.732 <br />S.1 <br />104 <br />13.0 <br />1.054 <br />0.0 <br />11.440 <br />0.0379 <br />0.434 <br />Vel <br />= 4.78 <br />S.1 <br />104 <br />0.0 <br />1.5 <br />2E <br />3.443 <br />40.000 <br />150 <br />18.724 <br />to <br />0.0 <br />3.443 <br />4.732 <br />" Fixed <br />Loss = 3 <br />MTR <br />100 <br />13.0 <br />1.244 <br />0.0 <br />43.443 <br />0.0169 <br />0.736 <br />Vel <br />= 3.43 <br />MTR <br />100 <br />0.0 <br />1 <br />E <br />3.022 <br />40.000 <br />150 <br />24.192 <br />to <br />T <br />7.555 <br />12.089 <br />0.0 <br />STIR <br />100 <br />13.0 <br />1.049 <br />G <br />1.511 <br />52.089 <br />0.0388 <br />2.022 <br />Vel <br />= 4.83 <br />0.0 <br />STIR <br />13.00 <br />26.214 <br />KFactor= 2.54 <br />H.8 <br />124 <br />4.77 <br />1 <br />Utr <br />2.0 <br />8.000 <br />150 <br />7.040 <br />to <br />0.0 <br />2.000 <br />0.0 <br />H.5 <br />124 <br />4.77 <br />0.862 <br />0.0 <br />10.000 <br />0.0158 <br />0.158 <br />Vel <br />= 2.62 <br />H.5 <br />124 <br />0.0 <br />1 <br />Utr <br />2.0 <br />9.000 <br />150 <br />7.198 <br />to <br />0.0 <br />2.000 <br />0.0 <br />H.1 <br />124 <br />4.77 <br />0.862 <br />0.0 <br />11.000 <br />0.0158 <br />0.174 <br />Vel <br />= 2.62 <br />H.1 <br />124 <br />0.0 <br />1 <br />Utr <br />2.0 <br />9.000 <br />150 <br />7.372 <br />to <br />0.0 <br />2.000 <br />0.0 <br />H.2 <br />124 <br />4.77 <br />0.862 <br />0.0 <br />11.000 <br />0.0157 <br />0.173 <br />Vel <br />= 2.62 <br />H.2 <br />124 <br />0.0 <br />1 <br />Utr <br />2.0 <br />9.000 <br />150 <br />7.545 <br />to <br />0.0 <br />2.000 <br />0.0 <br />H.6 <br />124 <br />4.77 <br />0.862 <br />0.0 <br />11.000 <br />0.0158 <br />0.174 <br />Vel <br />= 2.62 <br />H.6 <br />124 <br />0.0 <br />1 <br />Utr <br />2.0 <br />3.000 <br />150 <br />7.719 <br />to <br />0.0 <br />2.000 <br />0.0 <br />T.23 <br />124 <br />4.77 <br />0.862 <br />0.0 <br />5.000 <br />0.0158 <br />0.079 <br />Vel <br />= 2.62 <br />T.23 <br />124 <br />-1.11 <br />1 <br />2Utb <br />34.0 <br />10.000 <br />150 <br />7.798 <br />to <br />0.0 <br />28.000 <br />3.465 <br />T.24 <br />116 <br />3.66 <br />0.862 <br />0.0 <br />38.000 <br />0.0097 <br />0.368 <br />Vel <br />= 2.01 <br />T.24 <br />116 <br />-0.90 <br />1 <br />Utr <br />2.0 <br />3.000 <br />150 <br />11.631 <br />to <br />0.0 <br />2.000 <br />0.0 <br />H.9 <br />116 <br />2.76 <br />0.862 <br />0.0 <br />5.000 <br />0.0058 <br />0.029 <br />Vel <br />= 1.52 <br />Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />
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