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- Final Calculations - Hazen-Williams <br /> Uponor Page 6 <br /> ' STONEBAY TOWNHOMES-One Head Calculation (H.2) Date 4/13/2016 <br /> Hyd. Qa Dia. Fitting Pipe Pt Pt <br /> Ref. "C" or Ftng's Pe Pv **'*'`*'` Notes ***""* <br /> Point Qt Pf/Ft Eqv. Ln. Total Pf Pn <br /> H.2 7.56 0.862 Utr 2.0 20.000 12.000 K Factor=4.90 <br /> to 150.0 0.0 2.000 0.0 <br /> H.4 7.56 0.0370 0.0 22.000 0.815 Vel = 4.16 <br /> H.4 0.0 0.862 Utr 2.0 4.000 12.815 <br /> to 150.0 0.0 2.000 0.0 <br /> T.27 7.56 0.0370 0.0 6.000 0.222 Vel = 4.16 <br /> T.27 0.0 0.862 Utr 2.0 7.000 13.037 <br /> to 150.0 0.0 2.000 0.0 <br /> T.29 7.56 0.0370 0.0 9.000 0.333 Vel = 4.16 <br /> T.29 -2.90 0.862 Utr 2.0 13.000 13.370 <br /> to 150.0 Utb 17.0 16.000 4.331 <br /> T.41 4.66 0.0151 0.0 29.000 0.439 Vel = 2.56 <br /> T.41 0.79 0.862 Utb 17.0 16.374 18.140 <br /> to 150.0 0.0 14.000 4.331 <br /> T.49 5.45 0.0202 0.0 30.374 0.614 Vel = 3.00 <br /> T.49 0.30 0.862 Utr 2.0 6.000 23.085 <br /> to 150.0 0.0 2.000 0.0 <br /> T.48 5.75 0.0224 0.0 8.000 0.179 Vel = 3.16 <br /> T.48 6.15 0.862 Utr 2.0 5.399 23.264 <br /> to 150.0 0.0 2.000 0.0 <br /> T.45 11.9 0.0857 0.0 7.399 0.634 Vel = 6.54 <br /> T.45 5.07 0.862 Utr 2.0 7.000 23.898 <br /> to 150.0 T 7.528 4.904 2.166 <br /> S.1 16.97 0.1653 0.0 11.904 1.968 Vel= 9.33 <br /> S.1 0.0 1.054 2E 2.44 2.000 28.032 <br /> to 150.0 0.0 2.440 8.732 ** Fixed Loss= 7 <br /> PRV 16.97 0.0622 0.0 4.440 0.276 Vel= 6.24 <br /> PRV 0.0 1.054 2E 2.44 2.000 37.040 <br /> to 150.0 0.0 2.440 3.000 ** Fixed Loss= 3 <br /> MTR 16.97 0.0622 0.0 4.440 0.276 Vel = 6.24 <br /> MTR 0.0 0.911 E 1.521 50.000 40.316 <br /> to 150.0 T 3.801 6.082 0.0 <br /> STR 16.97 0.1264 G 0.76 56.082 7.087 Vel = 8.35 <br /> 0.0 <br /> 16.97 47.403 K Factor= 2.46 <br /> H.2 9.42 0.862 Utr 2.0 7.000 12.000 <br /> to 150.0 0.0 2.000 0.0 <br /> H.3 9.42 0.0556 0.0 9.000 0.500 Vel = 5.18 <br /> H.3 0.0 0.862 0.0 5.000 12.500 <br /> to 150.0 0.0 0.0 0.0 <br /> T.25 9.42 0.0556 0.0 5.000 0.278 Vel = 5.18 <br /> T.25 -4.55 0.862 2Utb 34.0 18.752 12.778 <br /> to 150.0 0.0 28.000 4.331 <br /> T.31 4.87 0.0164 0.0 46.752 0.767 Vel = 2.68 <br /> T.31 -2.37 0.862 Utr 2.0 7.000 17.876 <br /> to 150.0 0.0 2.000 0.0 <br /> H.14 2.5 0.0048 0.0 9.000 0.043 Vel = 1.37 <br /> H.14 0.0 0.862 Utr 2.0 7.000 17.919 <br /> to 150.0 0.0 2.000 0.0 <br /> T.32 2.5 0.0048 0.0 9.000 0.043 Vel = 1.37 <br /> Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />