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Primary Spillway <br />Worksheet for Circular Channel <br /> <br />• <br />Project Description <br />Project File c:lprojecls1970091strnshed197009.fm2 <br />Worksheet Primary Spillway <br />Flow Element Circular Channel <br />Method Manning's Formula <br />Solve For Full Flow Capacity <br />Input Data <br />Mannings Coelfiaent 0.010 <br />Channel Slope 1.4 °h <br />Diameter 12.0 in <br />Results <br />Depth 1.0 ft <br />Discharge 2,459.6 gaUmin <br />Flow Area 0.79 ft' <br />Wetted Perimeter 3.14 ft <br />Top Width 0.00 ft <br />Critical Depth 0.94 ft <br />Percent FuII 100.00 <br />Critical Slape 0.012099 tuft <br />• Velocity 6.98 tVs <br />Velocity Head 0.76 ft <br />Specific Energy FULL ft <br />Froude Number FULL <br />Mabmum Discharge 5.89 cfs <br />Full Flow Capacity 5.48 cfs <br />Full Flow Slope 0.014000 tuft <br />J <br />04/1 8/97 FlowMestsr ~5.t1 <br />07:31:52 AM Hassled Methods, Inc. 37 Broolmitle Roatl Waterbury, CT 09708 (203) 7557668 Page t of 1 <br />