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• <br />• <br />07/18/11 <br />01:49:17 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 />0.10 <br />0.20 <br />0.30 <br />0.40 <br />0.50 <br />0.60 <br />0.70 <br />0.80 <br />0.90 <br />1.00 <br />1.10 <br />1.20 <br />1.30 <br />1.40 <br />1.50 <br />0.00 <br />0.01 <br />0.06 <br />0.19 <br />0.41 <br />0.75 <br />1.22 <br />1.83 <br />2.62 <br />3.58 <br />4.75 <br />6.12 <br />7.72 <br />9.56 <br />11.64 <br />13.99 <br />Idaho Area - Augmentation Pond Drainage Ditches <br />Rating Table for Triangular Channel <br />c: \haestad \academic \fmw \may3- -i.fm2 <br />Idaho Area - Drainage Ditches <br />Triangular Channel <br />Manning's Formula <br />Discharge <br />0.035 <br />0.050000 ft/ft <br />1.000000 H : V <br />1.000000 H : V <br />Maximum <br />1.50 <br />Velocity <br />(ft/s) <br />0.00 <br />1.02 <br />1.62 <br />2.13 <br />2.58 <br />2.99 <br />3.38 <br />3.74 <br />4.09 <br />•4.42 <br />4.75 <br />5.06 <br />5.36 <br />5.65 <br />5.94 <br />6.22 <br />Increment <br />0.10 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 />