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� 8�� Pipe Capaaty(� 1°�6 I <br /> � Worksheet for Circular Channel � <br /> � Project DesuiPtion � <br /> P,roject Fik c:lhaestad�fmw�willow.im2 � <br /> Work4heet 8" Pipe Cepacity � <br /> r Flow Element Circul�r Chennel �i <br /> � Method Menni�g's Fortnule � <br /> Solve For Full Flow Capacity <br /> r <br /> Input Date <br /> Manninps Coelficient 0.012 <br /> ' ChannelSlope 0.07QOOOft/R <br /> Diameter 8.00 in <br /> i� <br /> Reaults <br /> � pepth 0.67 ft <br /> Discherge 1.31 ds <br /> Flow Area 0.35 ft <br /> � Wntted Perimeter 2.09 ft <br /> Top Width 0.00 it i <br /> Critical Depth 0.54 ft <br /> Percent Full 100.00 <br /> �` Critical Slope 0.010208 tUR <br /> Velocity 3.75 ftls <br /> Velocity Head 0.22 ft <br /> � Specfic Energy FULL n <br /> Froude Number FULL <br /> Maximum Discherge 7.41 da <br /> � Full Flow Capecity 1.31 cfs <br /> Full Flow Slope 0.010000 ft/ft <br /> ' <br /> 1 <br /> I <br /> I <br /> t <br /> 1 <br /> * oa,z�� <br /> F,o.�.. �,s <br /> � 04:28:28 PM M�W MeMoEa.Ine. 37 Bruokside PoW VWlarbury.CT 0670! (203)�36-1lE6 Pp�t d t <br />