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Diversion Ditch Culvert <br />Worksheet for Circular Channel <br /> <br /> <br />Project Description <br />Project File c:lprojects\97009\97009.Tm2 <br />Worksheet Diversion Ditch Culvert <br />Flow Element Circular Channel <br />Method Manning's Formula <br />Solve For Full Flow Capacity <br />• <br />• <br />Input Data <br />Mannings Coefficient 0.024 <br />Channel Slope 40.0 <br />Diameter 12.0 in <br />Depth 1.0 ft <br />Discharge 12.2 cfs <br />Flow Area 0.79 ft' <br />Wetted Perimeter 3.14 k <br />Top Width 0.00 ft <br />Critical Depth 1.00 k <br />Percent FuII 100.00 <br />Critical Slope 0.382641 ft/ft <br />Velocity 15.54 ft/s <br />Velocity Nead 3.75 k <br />Specific Energy FULL ft <br />Froude Number FULL <br />Mabmum Discharge 13.13 cfs <br />Full Flow Capacity 12.20 cfs <br />Full Flow Slope 0.400000 k/k <br />ON16197 FbwMaster x/.11 <br />01:36:32 PM Haestad Methods, Inc. 37 Broolaide Road Waterbury, CT 06708 (203) 755-1668 Page 1 0l 7 <br />