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Final Calculations - Hazen-Williams <br /> A-PEX Design Services Inc. Page 4 <br /> CHELSEA HEIGHTS LOT 10-Two Head Calculation (H.18 & H.15) 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.18 116 4.90 11.08 1 16.000 150 7.040 <br /> to 0.0 <br /> H.16 116 11.08 0.862 16.000 0.0752 1.203 Vel = 6.09 <br /> H.16 116 0.0 1 Utr 2.0 26.000 150 8.243 <br /> to 2.000 0.0 <br /> H.11 116 11.08 0.862 28.000 0.0752 2.105 Vel = 6.09 <br /> H.11 116 0.0 1 Utr 2.0 9.000 150 10.348 <br /> to 2.000 0.0 <br /> H.10 116 11.08 0.862 11.000 0.0752 0.827 Vel = 6.09 <br /> H.10 116 0.0 1 Utr 2.0 12.000 150 11.175 <br /> to 2.000 0.0 <br /> T.21 116 11.08 0.862 14.000 0.0751 1.052 Vel = 6.09 <br /> T.21 116 0.81 1 2Utb 34.0 10.000 150 12.227 <br /> to 28.000 3.465 <br /> T.20 108 11.89 0.862 38.000 0.0857 3.255 Vel = 6.54 <br /> T.20 108 -6.82 1 Utr 2.0 11.000 150 18.947 <br /> to 2.000 0.0 <br /> T.23 108 5.07 0.862 13.000 0.0177 0.230 Vel = 2.79 <br /> T.23 108 0.0 1 Utr 2.0 9.000 150 19.177 <br /> to 2.000 0.0 <br /> T.28 108 5.07 0.862 11.000 0.0177 0.195 Vel = 2.79 <br /> T.28 108 -0.48 1 2.000 150 19.372 <br /> to 0.0 <br /> T.27 108 4.59 0.862 2.000 0.0150 0.030 Vel = 2.52 <br /> T.27 108 0.48 1 Utr 2.0 6.000 150 19.402 <br /> to 2.000 0.0 <br /> H.12 108 5.07 0.862 8.000 0.0176 0.141 Vel = 2.79 <br /> H.12 108 0.0 1 Utr 2.0 31.000 150 19.543 <br /> to 2.000 0.0 <br /> H.8 108 5.07 0.862 33.000 0.0177 0.585 Vel = 2.79 <br /> H.8 108 0.0 1 Utb 17.0 2.000 150 20.128 <br /> to Utr 2.0 16.000 0.0 <br /> T.22 108 5.07 0.862 18.000 0.0177 0.319 Vel = 2.79 <br /> T.22 108 6.82 1.5 Utr 2.0 8.000 150 20.447 <br /> to 2.000 0.0 <br /> T.25 108 11.89 1.244 10.000 0.0143 0.143 Vel = 3.14 <br /> T.25 108 14.14 1.5 T 3.443 6.000 150 20.590 <br /> to 3.443 1.732 <br /> S.1 104 26.03 1.244 9.443 0.0612 0.578 Vel = 6.87 <br /> S.1 104 0.0 1.5 2E 3.443 5.000 150 22.900 <br /> to 3.443 8.732 ** Fixed Loss = 7 <br /> PRV 100 26.03 1.244 8.443 0.0612 0.517 Vel = 6.87 <br /> PRV 100 0.0 1.5 2E 3.443 50.000 150 32.149 <br /> to 3.443 3.000 ** Fixed Loss = 3 <br /> MTR 100 26.03 1.244 53.443 0.0611 3.267 Vel = 6.87 <br /> MTR 100 0.0 1 E 2.336 20.000 150 38.416 <br /> to T 5.841 9.345 0.0 <br /> STIR 100 26.03 0.995 G 1.168 29.345 0.1814 5.323 Vel = 10.74 <br /> Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />