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55.0 <br />i.0 <br />45.0 <br />40.0 <br />35.0 <br />U <br />30.0 <br />rn <br />25.0 <br />5 <br />20.0 <br />15.0 <br />10.0 <br />5.0 <br />4110 <br />0.0 <br />07/18/11 <br />01:36:27 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 />Idaho Inside Road Ditch -BMP 40 acres <br />Plotted Curves 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 />0.035 <br />0.030000 ft/ft <br />2.000000 H : V <br />2.000000 H : V <br />05 <br />Maximum <br />2.00 <br />Increment <br />0.25 ft <br />Discharge vs Depth <br />1 0 <br />Depth (ft) <br />1 5 <br />Academic Edition <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 <br />20 <br />FlowMaster v5.17 <br />Page 1 of 1 <br />