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• Final Calculations - Hazen-Williams <br /> Uponor � Page 6 <br /> ' STONEBAY TOWNHOMES -Two Head Calculation (H.13 & H.11) 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.13 12.02 0.862 Utr 2.0 9.000 7.040 K Factor=4.90 <br /> to 150.0 0.0 2.000 0.0 <br /> T.34 12.02 0.0874 0.0 11.000 0.961 Vel = 6.61 <br /> T.34 0.0 0.862 Utr 2.0 3.000 8.001 <br /> to 150.0 0.0 2.000 0.0 <br /> H.15 12.02 0.0874 0.0 5.000 0.437 Vel = 6.61 <br /> H.15 0.0 0.862 Utr 2.0 7.000 8.438 <br /> to 150.0 0.0 2.000 0.0 <br /> T.41 12.02 0.0874 0.0 9.000 0.787 Vel = 6.61 <br /> T.41 -4.07 0.862 2Utb 34.0 13.000 9.225 <br /> to 150.0 0.0 28.000 4.331 <br /> T.46 7.95 0.0407 0.0 41.000 1.668 Vel = 4.37 <br /> T.46 1.12 0.862 Utr 2.0 4.000 15.224 <br /> to 150.0 0.0 2.000 0.0 <br /> H.22 9.07 0.0520 0.0 6.000 0.312 Vel = 4.99 <br /> H.22 0.0 0.862 Utr 2.0 9.000 15.536 <br /> to 150.0 0.0 2.000 0.0 <br /> T.49 9.07 0.0518 0.0 11.000 0.570 Vel = 4.99 <br /> T.49 10.32 0.862 Utr 2.0 2.000 16.106 <br /> to 150.0 0.0 2.000 0.0 <br /> T.51 19.39 0.2118 0.0 4.000 0.847 Vel = 10.66 <br /> T.51 6.62 0.862 T 7.528 10.000 16.953 <br /> to 150.0 0.0 2.904 2.166 <br /> S.1 26.01 0.3643 0.0 12.904 4.701 Vel = 14.30 <br /> S.1 0.0 1.054 2E 2.44 2.000 23.820 <br /> to 150.0 0.0 2.440 8.732 ** Fixed Loss= 7 <br /> PRV 26.01 0.1369 0.0 4.440 0.608 Vel = 9.56 <br /> PRV 0.0 1.054 2E 2.44 2.000 33.160 <br /> to 150.0 0.0 2.440 3.000 *" Fixed Loss= 3 <br /> MTR 26.01 0.1369 0.0 4.440 0.608 Vel = 9.56 <br /> MTR 0.0 0.911 E 1.521 50.000 36.768 <br /> to 150.0 T 3.801 6.082 0.0 <br /> STR 26.01 0.2784 G 0.76 56.082 15.612 Vel = 12.80 <br /> 0.0 <br /> 26.01 52.380 K Factor= 3.59 <br /> H.13 0.98 0.862 Utr 2.0 12.000 7.040 <br /> to 150.0 0.0 2.000 0.0 <br /> H.11 0.98 0.0009 0.0 14.000 0.012 Vel = 0.54 <br /> H.11 13.01 0.862 Utr 2.0 5.000 7.052 K Factor=4.90 <br /> to 150.0 0.0 2.000 0.0 <br /> T.33 13.99 0.1157 0.0 7.000 0.810 Vel= 7.69 <br /> T.33 -7.47 0.862 2Utb 34.0 19.346 7.862 <br /> to 150.0 0.0 28.000 -4.331 <br /> T.27 6.52 0.0282 0.0 47.346 1.335 Vel = 3.58 <br /> T.27 -3.24 0.862 Utr 2.0 3.000 4.866 <br /> to 150.0 0.0 2.000 0.0 <br /> H.1 3.28 0.0080 0.0 5.000 0.040 Vel = 1.80 <br /> H.1 0.0 0.862 Utr 2.0 9.000 4.906 <br /> to 150.0 0.0 2.000 0.0 <br /> H.3 3.28 0.0079 0.0 11.000 0.087 Vel = 1.80 <br /> Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />