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Final Calculations : Hazen-Williams <br /> A-PEX Design Services Inc. Page 6 <br /> CHELSEA HEIGHTS LOT 10- One Head Calculation (H.16) Date 8/26/2024 <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.7 108 0.0 1 Utr 2.0 25.000 150 13.118 <br /> to 2.000 0.0 <br /> H.2 108 3.46 0.862 27.000 0.0087 0.235 Vel = 1.90 <br /> H.2 108 0.0 1 Utr 2.0 13.000 150 13.353 <br /> to 2.000 0.0 <br /> T.22 108 3.46 0.862 15.000 0.0087 0.131 Vel = 1.90 <br /> 0.0 <br /> T.22 3.46 13.484 K Factor= 0.94 <br /> T.28 108 0.24 0.75 Utb 17.0 1.000 150 13.178 <br /> to Utr 2.0 19.000 0.0 <br /> H.13 108 0.24 0.671 20.000 0.0002 0.004 Vel = 0.22 <br /> H.13 108 0.0 0.75 Utb 17.0 1.000 150 13.182 <br /> to 17.000 0.0 <br /> T.27 108 0.24 0.671 18.000 0.0002 0.004 Vel = 0.22 <br /> 0.0 <br /> T.27 0.24 13.186 K Factor= 0.07 <br /> Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />