2016-01230 - sprinkler system - Laserfiche WebLink

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Fina1 �alculations - Hazen-Williams . Page 6 UPPER LEVEL NORTH (FUTURE OFFICES) _ Date �+ Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or . Ftng's Pe Pv "*'*"** Notes *"***" Point Qt Pf/Ft Eqv. Ln.� Total Pf Pn 259 83.87 4.26 0.0� 12.000 21.580 to 120.0 0.0;; 0.0 0.0 254 27.22 0.0002 0.0:` 12.000 0.003 Vel = 0.61 254 83.91 4.26 F 5.2�7 175.000 21.583 to 120.0 I 9.2;7 14.484 0.0 31 111.13 0.0034 O.Q 189.484 0.639 Vel = 2.50 31 0.0 4.26 21 18.43�4 105.000 22.222 to 120.0 0.�; 18.434 0.0 32 111.13 0.0034 0.0� 123.434 0.417 Vel = 2.50 32 0.0 4.26 J 21.OF� 14.000 22.639 to 120.0 0.0' � 21.067 0.0 33 111.13 0.0034 0.0 35.067 0.118 Vel = 2.50 33 0.0 4.26 21 18.4;�4 115.000 22.757 to 120.0 J 21.067; 39.501 0.0 17 111.13 0.0034 0.0 154.501 0.522 Vel = 2.50 0.0 111.13 ' 23.279 K Factor= 23.03 7 106.30 4.26 0.0 � 12.000 22.183 to 120.0 0.0 0.0 0.0 14 106.3 0.0031 0.0 12.000 0.037 Vel = 2.39 14 0.0 4.26 2F 10.534 150.000 22.220 to 120.0 0.0` � 10.534 0.0 16 106.3 0.0031 0.0;� 160.534 0.499 Vel = 2.39 16 0.0 4.26 21 18.434i 130.000 22.719 to 120.0 2F 10.534 50.035 0.0 17 106.3 0.0031 J 21.Od7�' 180.035 0.560 Vel = 2.39 17 111.13 4.26 21 18.4:?4'� 55.000 23.279 to 120.0 0.0 � 18.434 5.197 BAS _ 217.43 0.0117 0.0 � 73.434 0.858 Vel = 4.89 BAS 0.0 4.26 26 31.601 � 2.000 29.334 to 120.0 S 28.9�8 69.786 0.0 SPG 217.43 0.0117 I 9.2?7' 71.786 0.838 Vel = 4.89 � SPG 0.0 6.16 21 28.6921. 100.000 30.172 to 140.0 G 4.3G4 j 32.996 0.0 HYD 217.43 0.0015 0.0: 132.996 0.194 Vel = 2.34 HYD 100.00 6.16 0.0 100.000 30.366 Qa= 100 to 140.0 0.0�, � 0.0 0.0 CITY 317.43 0.0029 0.0 I 100.000 0.294 Vel = 3.42 0.0 317.43 30.660 K Factor= 57.33 :, i Computer Programs by Hydr ec Inc. Route 111 Windham N.H. USA 03087