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• F�nal•Calculations - Hazen-Williams � �' <br /> Page 6 <br /> LOWER LEVEL LOADING DOCK Date <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 /> - 3� 0.0 4.26 4F 2?.��C� 285.000 26:609 _ , . ,.. <br /> to 120.0 J 21.06�7 42.134 OA <br /> 31 -70.81 -0.0015 0.0 327.134 -0.480 Vel = 1.59 <br /> 31 0.0 4.26 21 18.43# 105.000 26.129 <br /> to 120.0 0.0 18.434 0.0 <br /> 32 -70.81 -0.0015 0.0 � 123.434 -0.181 Vel = 1.59 <br /> 32 0.0 4.26 J 21.067 14.000 25.948 <br /> to 120.0 0.0 21.067 0.0 <br /> 33 -70.81 -0.0015 0.0 35.067 -0.051 Vel = 1.59 <br /> 33 0.0 4.26 J 21.06� 24.000 25.897 <br /> to 120.0 0.0 21.067 0.0 <br /> 205 -70.81 -0.0015 0.0 45.067 -0.066 Vel = 1.59 <br /> 205 106.36 4.26 0.0 12.000 25.831 <br /> to 120.0 OA 0.0 0.0 <br /> 210 35.55 0.0004 0.0 12.000 0.005 Vel = 0.80 <br /> - - ---------- --- --- - <br /> ` 210 �t�16.37 ` ��:26` �:i:ti i�.G�O , .. . ., �5.as6_ _. � � ,. ,... ,: .�.... . ,. _. <br /> to 120.0 OA ' 0.0 0.0 <br /> 215 141.92 0.0052 0.0 ! 12.000 0.063 Vel = 3.19 <br /> 215 106.48 4.26 J 21.067� 70.000 25.899 <br /> to 120.0 OA 21.067 OA <br /> 17 248.4 0.0149 0.0 91.067 1.361 Vel = 5.59 <br /> 0.0 <br /> 248.40 27.260 K Factor= 47.58 <br /> 7 70.81 4.26 0.0 12.000 26.743 <br /> to 120.0 0.0 0.0 0.0 <br /> 14 70.81 0.0015 0.0 12.000 0.018 Vel = 1.59 <br /> 14 0.0 4.26 2F 10.534 150.000 26.761 <br /> to 120.0 0.0 10.534 OA <br /> 16 70.81 Q.0015 0.0 160.534 0.235 Vel = 1.59 <br /> 16 0.0 4.26 21 18.434 130.000 26.996 <br /> to 120.0 2F 10.534 50.035 0.0 <br /> 17 70.81 0.0015 J 21.067 180.035 0.264 Vel = 1.59 <br /> 17 248.41 4.26 21 18.434 55.000 27.260 <br /> to 120.0 0.0 18.434 5.197 <br /> BAS 319.22 0.0238 0.0 73.434 1.746 Vel = 7.19 <br /> BAS 0.0 4.26 2B 31.601 2.000 34.203 <br /> to 120.0 S 28.968 ' 69.786 0.0 <br /> SPG 319.22 0.0238 I 9.217 ! 71.786 1.706 Vel = 7.19 <br /> SPG 0.0 6.16 21 28.692 100.000 35.909 <br /> to 140.0 G 4.304I 32.996 0.0 <br /> HYD 319.22 0.0030 0.0 i 132.996 0.394 Vel = 3.44 <br /> HYD 250.00 6.16 0.0 100.000 36.303 Qa=250 <br /> to 140.0 0.0 I 0.0 0.0 <br /> CITY 569.22 0.0086 0.0 I 100.000 0.865 Vel = 6.13 <br /> _ _ 0.0 <br /> 569.22 37.168 K Factor= 93.37 <br /> �.T _.-�. , _. _.__:_ ._. . --- ------ - <br /> � �. . -- �- � - --_. _.. <br /> .. ..0.' .. ...a. . .. .. . � .. . . .. . .... .. �. .. �. .. . -..�` . .. ... ..,. `�i' �. . ... <br /> Computer Programs by Hydra ec Inc. Route 111 Windham N.H. USA 03087 <br />