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F,inal:�Calculations - Hazen-Williams 4 Page 6 LOWER LEVEL LOADING DOCK 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 I 30 0.0 4.26 4F 21.06� 285.000 26.609 to 120.0 J 21.0�� 42.134 0.0 31 -70.81 -0.0015 0.0=. 327.134 -0.480 Vel = 1.59 31 0.0 4.26 21 18.4344 105.000 26.129 to 120.0 0.0 18.434 0.0 32 -70.81 -0.0015 0.0 123.434 -0.181 Vel = 1.59 32 0.0 4.26 J 21.06� 14.000 25.948 to 120.0 0.0� 21.067 0.0 33 -70.81 -0.0015 OA�. 35.067 -0.051 Vel = 1.59 33 0.0 4.26 J 21.Ot�� 24.000 25.897 to 120.0 0.0� 21.067 0.0 205 -70.81 -0.0015 0.0=, 45.067 -0.066 Vel = 1.59 205 106.36 4.26 0.0' 12.000 25.831 to 120.0 0.0. ' 0.0 0.0 210 35.55 0.0004 0.0' 12.000 0.005 Vel = 0.80 210 106.37 4.26 0.0 12.000 25.836 to 120.0 0.0- ' 0.0 0.0 215 141.92 0.0052 0.0 12.000 0.063 Vel = 3.19 215 106.48 4.26 J 21.06� 70.000 25.899 to 120.0 0.0 21.067 0.0 17 248.4 0.0149 0.0. 91_067 1.361 Vel = 5.59 OA 248.40 27.260 K Factor= 47.58 7 70.81 4.26 0.0 ' 12.000 26.743 to 120.0 0.0. , 0.0 0.0 14 70.81 0.0015 0.0 12.000 0.018 Vel = 1.59 14 0.0 4.26 2F 10.534i 150.000 26.761 to 120.0 0.0 10.534 0.0 16 70.81 0.0015 0.0 I 160.534 0.235 Vel = 1.59 16 0.0 4.26 21 18.434 130.000 26.996 to 120.0 2F 10.534� 50.035 0.0 17 70.81 0.0015 J 21.067 180.035 0.264 Vel = 1.59 17 248.41 4.26 21 18.434 55.000 27.260 to 120.0 OA 18.434 5.197 BAS 319.22 0.0238 0.0 73.434 1.746 Vel= 7.19 BAS 0.0 4.26 2B 31.6�1 2.000 34.203 to 120.0 S 28.968I 69.786 0.0 SPG 319.22 0.0238 I 92i 7 71.786 1.706 Vel = 7.19 SPG 0.0 6.16 21 28.692I 100.000 35.909 to 140.0 G 4.304 32.996 0.0 HYD 319.22 0.0030 0.0� 132.996 0.394 Vel = 3.44 HYD 250.00 6.16 OA� 100.000 36.303 Qa=250 to 140.0 0.0- 0.0 0.0 CITY 569.22 0.0086 0.0' � 100.000 0.865 Vel = 6.13 OA � 569.22 37.168 K Factor= 93.37 4 ' Computer Programs by Hydr�tec Inc. Route 111 Windham N.H. USA 03087