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• <br />• <br />07/18/11 <br />08:14:21 AM <br />Project Description <br />Project File <br />Worksheet <br />Flow Element <br />Method <br />Solve For <br />Input Data <br />Mannings Coefficient <br />Channel Slope <br />Depth <br />Diameter <br />Results <br />Discharge <br />Flow Area <br />Wetted Perimeter <br />Top Width <br />Critical Depth <br />Percent Full <br />Critical Slope <br />Velocity <br />Velocity Head <br />Specific Energy <br />Froude Number <br />Maximum Discharge <br />Full Flow Capacity <br />Full Flow Slope <br />Flow is supercritical. <br />c: \haestad \academic \fmw \may - i.fm 2 <br />Culvert No. 3- May Day Bench <br />Circular Channel <br />Manning's Formula <br />Discharge <br />0.024 <br />0.150000 ft/ft <br />0.50 ft <br />1.500 ft <br />5.28 cfs <br />0.52 ft <br />1.85 ft <br />1.41 ft <br />0.89 ft <br />33.33 <br />0.020081 ft/ft <br />10.24 ft/s <br />1.63 ft <br />2.13 ft <br />2.99 <br />23.70 cfs <br />22.04 cfs <br />0.008621 ft/ft <br />Culvert No. 3 -May Day Bench <br />Worksheet for Circular Channel <br />Academic Edition <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 <br />