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• <br />00 <br />2 15.0 <br />4) <br />f0 <br />U <br />20.0 <br />p 10.0 <br />• <br />5.0 <br />0.0 <br />Project Description <br />Project File <br />Worksheet <br />Flow Element <br />Method <br />Solve For <br />07/18/11 <br />08:15:12 AM <br />Constant Data <br />Mannings Coefficient <br />Channel Slope <br />Diameter <br />00 <br />Input Data <br />Minimum <br />0.00 <br />Depth <br />02 <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 />1.500 ft <br />04 <br />Culvert No. 3 May Day Bench <br />Plotted Curves for Circular Channel <br />Maximum Increment <br />1.50 0.30 ft <br />06 <br />Discharge vs Depth <br />0.8 <br />Depth (ft) <br />1 0 <br />1 2 <br />Academic Edition <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 - 1666 <br />14 <br />1 6 <br />FlowMaster v5.17 <br />Page 1of1 <br />