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( 12" Smooth Pipe Cepacity <br /> Wo�icaheet for Circular Channel <br /> I <br /> ' Project Deacriptlon <br /> Project File c:�haeated�imw\willow.im2 <br /> Worksheet 72"Pipe Ca�pacity <br /> J Flow Eiement Cirwlar Chennel <br /> � Method Manning'a Fortnula <br /> Solve For Full Flow;:apacity <br /> 1 <br /> Input Dafa <br /> � Mannings Coefficient 0.072 <br /> Chennel Slope 0.005000 R/ft <br /> Diameter 12.00 in <br /> � Results _ <br /> I Depth 1.00 ft <br /> Discharge 2.73 cfs <br /> Flow Area 0.79 ft <br /> Wetted Perimeter 3.14 ft <br /> I Top Width 0.00 ft <br /> Critical Depth 0.71 ft <br /> � Percent Full 100.00 <br /> Critical Slope 0.008918 ft/tt <br /> Velxity 3.47 Ns <br /> Velocity Head 0.19 R <br /> � Specific Energy FIILL ft <br /> Froude Number FULL <br /> Maximum Discharge 2.94 cfs <br /> � Full Flow Capacity 2.73 cfs <br /> Full Flow Slope 0.005000 ft/R <br /> ' <br /> l <br /> I <br /> � <br /> I <br /> � <br /> 09/2B/09 FbMM�M v6.16 <br /> � W:30:51 PM M�astW MaMoCs.Inc. 37 Brook�Ma RUA VWtarbury,CT 0670! (�1)7bStEEE Pp�1 ot 1 <br />