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• <br />07/18/11 <br />01 :35:43 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 Discharge <br />(ft) (cfs) <br />0.00 <br />0.50 <br />1.00 <br />1.50 <br />2.00 <br />Idaho Inside Road Ditch -BMP -40 acres <br />Rating Table for Triangular Channel <br />c: \haestad \academic \fmw \may 2 .fm2 <br />Idaho Drainage Ditch <br />Triangular Channel <br />Manning's Formula <br />Discharge <br />0.00 <br />1.35 <br />8.60 <br />25.36 <br />54.61 <br />0.035 <br />0.030000 ft/ft <br />2.000000 H : V <br />2.000000 H : V <br />Maximum <br />2.00 <br />Velocity <br />(ft/s) <br />0.00 <br />2.71 <br />4.30 <br />5.63 <br />6.83 <br />Increment <br />0.50 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 />