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Final Calculations - Hazen-Williams � <br /> Uponor Page 7 , <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 /> T.32 0.0 0.862 Utr 2.0 11.000 17.962 <br /> to 150.0 0.0 2.000 0.0 <br /> H.17 2.5 0.0048 0.0 13.000 0.062 Vel = 1.37 <br /> H.17 0.0 0.862 Utr 2.0 5.000 18.024 <br /> to 150.0 0.0 2.000 0.0 <br /> T.37 2.5 0.0047 0.0 7.000 0.033 Vel = 1.37 <br /> T.37 -0.26 0.862 Utr 2.0 1.000 18.057 <br /> to 150.0 0.0 2.000 0.0 <br /> T.39 2.24 0.0040 0.0 3.000 0.012 Vel = 1.23 <br /> T.39 0.26 0.862 Utr 2.0 6.000 18.069 <br /> to 150.0 0.0 2.000 0.0 <br /> T.42 2.5 0.0048 0.0 8.000 0.038 Vel = 1.37 <br /> T.42 -0.76 0.862 2Utb 34.0 1.000 18.107 <br /> to 150.0 0.0 28.000 0.0 <br /> T.43 1.74 0.0024 0.0 29.000 0.071 Vel = 0.96 <br /> T.43 3.64 0.862 Utb 17.0 15.000 18.178 <br /> to 150.0 0.0 14.000 4.331 <br /> T.50 5.38 0.0198 0.0 29.000 0.573 Vel = 2.96 <br /> T.50 -0.30 0.862 Utr 2.0 8.000 23.082 <br /> to 150.0 0.0 2.000 0.0 <br /> H.22 5.08 0.0177 0.0 10.000 0.177 Vel = 2.79 <br /> H.22 0.0 0.862 Utr 2.0 5.000 23.259 <br /> to 150.0 0.0 2.000 0.0 <br /> T.47 5.08 0.0177 0.0 7.000 0.124 Vel = 2.79 <br /> T.47 0.0 0.862 Utr 2.0 3.000 23.383 <br /> to 150.0 0.0 2.000 0.0 <br /> T.46 5.08 0.0178 0.0 5.000 0.089 Vel = 2.79 <br /> T.46 0.0 0.862 Utr 2.0 4.000 23.472 <br /> to 150.0 0.0 2.000 0.0 <br /> H.21 5.08 0.0177 0.0 6.000 0.106 Vel = 2.79 <br /> H.21 0.0 0.862 Utb 17.0 4.000 23.578 <br /> to 150.0 0.0 14.000 0.0 <br /> T.45 5.08 0.0178 0.0 18.000 0.320 Vel = 2.79 <br /> 0.0 <br /> 5.08 23.898 K Factor= 1.04 <br /> T.25 4.55 0.862 Utr 2.0 3.000 12.778 <br /> to 150.0 0.0 2.000 0.0 <br /> H.1 4.55 0.0146 0.0 5.000 0.073 Vel = 2.50 <br /> H.1 0.0 0.862 Utr 2.0 20.000 12.851 <br /> to 150.0 0.0 2.000 0.0 <br /> T.26 4.55 0.0145 0.0 22.000 0.318 Vel = 2.50 <br /> T.26 0.0 0.862 Utr 2.0 7.000 13.169 <br /> to 150.0 0.0 2.000 0.0 <br /> H.5 4.55 0.0144 0.0 9.000 0.130 Vel = 2.50 <br /> H.5 0.0 0.862 Utr 2.0 10.000 13.299 <br /> to 150.0 0.0 2.000 0.0 <br /> H.6 4.55 0.0145 0.0 12.000 0.174 Vel = 2.50 <br /> H.6 0.0 0.862 Utr 2.0 3.000 13.473 <br /> to 150.0 0.0 2.000 0.0 <br /> T.28 4.55 0.0144 0.0 5.000 0.072 Vel = 2.50 <br /> Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />