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07/18/11 <br />10:42:13 AM <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 />Bottom Width <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 />May Day No. 2- Channel Design <br />Worksheet for Trapezoidal Channel <br />c: \haestad \academic \fmw \may 2 .fm2 <br />May Day No. 2- Channel Design <br />Trapezoidal Channel <br />Manning's Formula <br />Discharge <br />0.040 <br />0.050000 ft/ft <br />2.50 ft <br />2.000000 H : V <br />2.000000 H : V <br />4.00 ft <br />242.96 <br />22.50 <br />15.18 ft <br />14.00 ft <br />3.06 ft <br />0.021060 ft/ft <br />10.80 ft/s <br />1.81 ft <br />4.31 ft <br />1.50 <br />cfs <br />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 />