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• <br />07/18/11 <br />01:26:54 PM <br />Project Description <br />Project File <br />Worksheet <br />Flow Element <br />Method <br />Solve For <br />Constant Data <br />Mannings Coefficient <br />Channel Slope <br />Left Side Slope <br />Right Side Slope <br />Input Data <br />Minimum <br />Depth 0.00 <br />Rating Table <br />Depth <br />(ft) <br />0.00 <br />0.20 <br />0.40 <br />0.60 <br />0.80 <br />1.00 <br />Discharge <br />(cfs) <br />0.00 <br />0.10 <br />0.61 <br />1.80 <br />3.87 <br />7.02 <br />May Day No. 1 -Bench Perimeter Ditch <br />Rating Table for Triangular Channel <br />c:\haestad\aeademic\fmw\may1 .fm2 <br />May Day No. 1 Bench Perimeter Ditch <br />Triangular Channel <br />Manning's Formula <br />Discharge <br />0.035 <br />0.020000 ft/ft <br />2.000000 H : V <br />2.000000 H : V <br />Maximum <br />1.00 <br />Velocity <br />(ft/s) <br />0.00 <br />1.20 <br />1.91 <br />2.50 <br />3.03 <br />3.51 <br />Increment <br />0.20 ft <br />Academic Edition FlowMaster v5.17 <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 <br />