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• <br />00.0 <br />350.0 <br />300.0 <br />,.. 250.0 <br />U <br />w <br />200.0 <br />() <br />to <br />150.0 <br />100.0 <br />50.0 <br />.. <br />00 <br />07/18/11 <br />10:42:42 AM <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 />Bottom Width <br />Input Data <br />Minimum <br />Depth 0.00 <br />05 <br />May Day No 2 Channel <br />Plotted Curves 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 />2.000000 H : V <br />2.000000 H : V <br />4.00 ft <br />Maximum <br />3.00 <br />1 0 <br />Increment <br />0.25 ft <br />Discharge vs Depth <br />1 5 <br />Depth (ft) <br />20 <br />Academic Edition <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 <br />25 <br />30 <br />FlowMaster v5.17 <br />Page 1 of 1 <br />