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Final Calculations - Hazen-Williams <br /> A-PEX Design Services Inc. Page 4 <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.16 116 4.90 6.83 1 Utr 2.0 26.000 150 7.040 <br /> to 2.000 0.0 <br /> HA 1 116 6.83 0.862 28.000 0.0307 0.859 Vel = 3.75 <br /> HA 1 116 0.0 1 Utr 2.0 9.000 150 7.899 <br /> to 2.000 0.0 <br /> H.10 116 6.83 0.862 11.000 0.0307 0.338 Vel = 3.75 <br /> H.10 116 0.0 1 Utr 2.0 12.000 150 8.237 <br /> to 2.000 0.0 <br /> T.21 116 6.83 0.862 14.000 0.0306 0.429 Vel = 3.75 <br /> T.21 116 -0.80 1 2Utb 34.0 10.000 150 8.666 <br /> to 28.000 3.465 <br /> T.20 108 6.03 0.862 38.000 0.0244 0.926 Vel = 3.32 <br /> T.20 108 -3.46 1 Utr 2.0 11.000 150 13.057 <br /> to 2.000 0.0 <br /> T.23 108 2.57 0.862 13.000 0.0051 0.066 Vel = 1.41 <br /> T.23 108 0.0 1 Utr 2.0 9.000 150 13.123 <br /> to 2.000 0.0 <br /> T.28 108 2.57 0.862 11.000 0.0050 0.055 Vel = 1.41 <br /> T.28 108 -0.24 1 2.000 150 13.178 <br /> to 0.0 <br /> T.27 108 2.33 0.862 2.000 0.0040 0.008 Vel = 1.28 <br /> T.27 108 0.24 1 Utr 2.0 6.000 150 13.186 <br /> to 2.000 0.0 <br /> H.12 108 2.57 0.862 8.000 0.0051 0.041 Vel = 1.41 <br /> H.12 108 0.0 1 Utr 2.0 31.000 150 13.227 <br /> to 2.000 0.0 <br /> H.8 108 2.57 0.862 33.000 0.0050 0.166 Vel = 1.41 <br /> H.8 108 0.0 1 Utb 17.0 2.000 150 13.393 <br /> to Utr 2.0 16.000 0.0 <br /> T.22 108 2.57 0.862 18.000 0.0051 0.091 Vel = 1.41 <br /> T.22 108 3.46 1.5 Utr 2.0 8.000 150 13.484 <br /> to 2.000 0.0 <br /> T.25 108 6.03 1.244 10.000 0.0041 0.041 Vel = 1.59 <br /> T.25 108 6.97 1.5 T 3.443 6.000 150 13.525 <br /> to 3.443 1.732 <br /> S.1 104 13.0 1.244 9.443 0.0169 0.160 Vel = 3.43 <br /> S.1 104 0.0 1.5 2E 3.443 5.000 150 15.417 <br /> to 3.443 8.732 ** Fixed Loss = 7 <br /> PRV 100 13.0 1.244 8.443 0.0169 0.143 Vel = 3.43 <br /> PRV 100 0.0 1.5 2E 3.443 50.000 150 24.292 <br /> to 3.443 3.000 ** Fixed Loss = 3 <br /> MTR 100 13.0 1.244 53.443 0.0169 0.904 Vel = 3.43 <br /> MTR 100 0.0 1 E 2.336 20.000 150 28.196 <br /> to T 5.841 9.345 0.0 <br /> STIR 100 13.0 0.995 G 1.168 29.345 0.0502 1.474 Vel = 5.36 <br /> 0.0 <br /> STIR 13.00 29.670 K Factor= 2.39 <br /> H.16 116 6.17 1 16.000 150 7.040 <br /> to 0.0 <br /> H.18 116 6.17 0.862 16.000 0.0254 0.407 Vel = 3.39 <br /> Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />