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07/18/11 <br />01:49:07 PM <br />Project Description <br />Project File <br />Worksheet <br />Flow Element <br />Method <br />Solve For <br />Input Data <br />Mannings Coefficient <br />Channel Slope <br />Depth <br />Left Side Slope <br />Right Side Slope <br />Results <br />Discharge <br />Flow Area <br />Wetted Perimeter <br />Top Width <br />Critical Depth <br />Critical Slope <br />Velocity <br />Velocity Head <br />Specific Energy <br />Froude Number <br />Flow is supercritical. <br />c: \haestad \academic \fmw \may3- -i.fm <br />Idaho Area - Drainage Ditches <br />Triangular Channel <br />Manning's Formula <br />Discharge <br />0.035 <br />0.050000 ft/ft <br />1.00 ft <br />1.000000 H : V <br />1.000000 H : V <br />4.75 cfs <br />1.00 ft <br />2.83 ft <br />2.00 ft <br />1.07 ft <br />0.034909 ft/ft <br />4.75 ft/s <br />0.35 ft <br />1.35 ft <br />1.18 <br />Idaho Area - Augmentation- Drainage Ditches <br />Worksheet for Triangular Channel <br />Academic Edition <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 <br />FlowMaster v5.17 <br />Page 1 of 1 <br />