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07/18/11 <br />01:35:04 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 \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 />1.50 ft <br />2.000000 H : V <br />2.000000 H : V <br />25.36 cfs <br />4.50 ft <br />6.71 ft <br />6.00 ft <br />1.58 ft <br />0.022385 ft/ft <br />5.63 ft/s <br />0.49 ft <br />1.99 ft <br />1.15 <br />Idaho Inside Road Ditch - Typical -40 acre <br />Worksheet for Triangular Channel <br />FlowMaster v5.17 <br />Academic Edition <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 <br />