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Final Calculations - Hazen-Williams ' <br /> Uponor Page 7 � , <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.3 0.0 0.862 Utr 2.0 11.000 4.993 <br /> to 150.0 0.0 2.000 0.0 <br /> H.5 3.28 0.0079 0.0 13.000 0.103 Vel = 1.80 <br /> H.5 0.0 0.862 Utr 2.0 3.000 5.096 <br /> to 150.0 0.0 2.000 0.0 <br /> T.28 3.28 0.0078 0.0 5.000 0.039 Vel = 1.80 <br /> T.28 -0.11 0.862 Utr 2.0 17.109 5.135 <br /> to 150.0 Utb 17.0 16.001 4.331 <br /> T.38 3.17 0.0074 0.0 33.110 0.245 Vel = 1.74 <br /> T.38 4.56 0.862 Utb 17.0 16.357 9.711 <br /> to 150.0 0.0 14.000 4.331 <br /> T.47 7.73 0.0386 0.0 30.357 1.173 Vel = 4.25 <br /> T.47 -1.11 0.862 Utr 2.0 1.000 15.215 <br /> to 150.0 0.0 2.000 0.0 <br /> H.23 6.62 0.0290 0.0 3.000 0.087 Vel = 3.64 <br /> H.23 0.0 0.862 Utr 2.0 1.000 15.302 <br /> to 150.0 0.0 2.000 0.0 <br /> T.48 6.62 0.0290 0.0 3.000 0.087 Vel = 3.64 <br /> T.48 0.0 0.862 Utr 2.0 11.000 15.389 <br /> to 150.0 0.0 2.000 0.0 <br /> H.25 6.62 0.0289 0.0 13.000 0.376 Vel = 3.64 <br /> H.25 0.0 0.862 Utr 2.0 4.000 15.765 <br /> to 150.0 0.0 2.000 0.0 <br /> T.52 6.62 0.0290 0.0 6.000 0.174 Vel = 3.64 <br /> T.52 0.0 0.862 Utr 2.0 5.000 15.939 <br /> to 150.0 0.0 2.000 0.0 <br /> T.53 6.62 0.0290 0.0 7.000 0.203 Vel = 3.64 <br /> T.53 0.0 0.862 0.0 4.000 16.142 <br /> to 150.0 0.0 0.0 0.0 <br /> H.26 6.62 0.0290 0.0 4.000 0.116 Vel = 3.64 <br /> H.26 0.0 0.862 Utr 2.0 5.000 16.258 <br /> to 150.0 0.0 2.000 0.0 <br /> H.24 6.62 0.0289 0.0 7.000 0.202 Vel = 3.64 <br /> H.24 0.0 0.862 Utb 17.0 1.000 16.460 <br /> to 150.0 Utr 2.0 16.000 0.0 <br /> T.51 6.62 0.0290 0.0 17.000 0.493 Vel = 3.64 <br /> 0.0 <br /> 6.62 16.953 K Factor= 1.61 <br /> T.33 7.46 0.862 Utr 2.0 5.000 7.862 <br /> to 150.0 0.0 2.000 0.0 <br /> H.12 7.46 0.0361 0.0 7.000 0.253 Vel = 4.10 <br /> H.12 0.0 0.862 Utr 2.0 12.000 8.115 <br /> to 150.0 0.0 2.000 0.0 <br /> H.14 7.46 0.0361 0.0 14.000 0.506 Vel = 4.10 <br /> H.14 0.0 0.862 Utr 2.0 10.000 8.621 <br /> to 150.0 0.0 2.000 0.0 <br /> T.36 7.46 0.0362 0.0 12.000 0.435 Vel = 4.10 <br /> T.36 0.0 0.862 Utr 2.0 3.000 9.056 <br /> to 150.0 0.0 2.000 0.0 <br /> T.39 7.46 0.0362 0.0 5.000 0.181 Vel = 4.10 <br /> Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />