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Final Calculations - Hazen-Williams <br /> A-PEX Design Services Inc. Page 4 <br /> MULU RESIDENCE - One Head Calculation (H.16) Date 9/24/2024 <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.16 108 4.90 8.57 1 10.000 150 12.000 <br /> to 0.0 <br /> H.18 108 8.57 0.862 10.000 0.0467 0.467 Vel = 4.71 <br /> H.18 108 0.0 1 Utr 2.0 9.000 150 12.467 <br /> to 2.000 0.0 <br /> H.17 108 8.57 0.862 11.000 0.0466 0.513 Vel = 4.71 <br /> H.17 108 0.0 1 Utr 2.0 11.000 150 12.980 <br /> to 2.000 0.0 <br /> H.13 108 8.57 0.862 13.000 0.0467 0.607 Vel = 4.71 <br /> H.13 108 0.0 1 Utr 2.0 12.000 150 13.587 <br /> to 2.000 0.0 <br /> H.9 108 8.57 0.862 14.000 0.0466 0.653 Vel = 4.71 <br /> H.9 108 0.0 1 Utr 2.0 10.000 150 14.240 <br /> to 2.000 0.0 <br /> H.8 108 8.57 0.862 12.000 0.0468 0.561 Vel = 4.71 <br /> H.8 108 0.0 1 Utr 2.0 9.000 150 14.801 <br /> to 2.000 0.0 <br /> H.1 108 8.57 0.862 11.000 0.0466 0.513 Vel = 4.71 <br /> H.1 108 0.0 1 Utr 2.0 7.000 150 15.314 <br /> to 2.000 0.0 <br /> H.2 108 8.57 0.862 9.000 0.0467 0.420 Vel = 4.71 <br /> H.2 108 0.0 1 Utr 2.0 6.000 150 15.734 <br /> to 2.000 0.0 <br /> H.5 108 8.57 0.862 8.000 0.0468 0.374 Vel = 4.71 <br /> H.5 108 0.0 1 Utr 2.0 9.000 150 16.108 <br /> to 2.000 0.0 <br /> H.7 108 8.57 0.862 11.000 0.0466 0.513 Vel = 4.71 <br /> H.7 108 0.0 1 Utb 17.0 1.000 150 16.621 <br /> to 14.000 0.0 <br /> T.19 108 8.57 0.862 15.000 0.0467 0.700 Vel = 4.71 <br /> T.19 108 8.40 1.5 T 3.443 6.000 150 17.321 <br /> to 3.443 1.732 <br /> S.1 104 16.97 1.244 9.443 0.0277 0.262 Vel = 4.48 <br /> S.1 104 0.0 1.5 2E 3.443 5.000 150 19.315 <br /> to 3.443 4.732 ** Fixed Loss = 3 <br /> PUMP 100 16.97 1.244 8.443 0.0278 0.235 Vel = 4.48 <br /> 0.0 <br /> PUMP 16.97 24.282 K Factor= 3.44 <br /> H.16 108 8.41 1 Utr 2.0 5.000 150 12.000 <br /> to 2.000 0.0 <br /> H.15 108 8.41 0.862 7.000 0.0451 0.316 Vel = 4.62 <br /> H.15 108 0.0 1 Utr 2.0 6.000 150 12.316 <br /> to 2.000 0.0 <br /> H.14 108 8.41 0.862 8.000 0.0450 0.360 Vel = 4.62 <br /> H.14 108 0.0 1 Utr 2.0 17.000 150 12.676 <br /> to 2.000 0.0 <br /> HA 1 108 8.41 0.862 19.000 0.0451 0.857 Vel = 4.62 <br /> HA 1 108 0.0 1 Utr 2.0 12.000 150 13.533 <br /> to 2.000 0.0 <br /> H.10 108 8.41 0.862 14.000 0.0451 0.631 Vel = 4.62 <br /> Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />