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• <br />• <br />07/18/11 <br />08:36:20 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 />Rating Table <br />Depth <br />(ft) <br />0.00 <br />0.10 <br />0.20 <br />0.30 <br />0.40 <br />0.50 <br />Rating Table - Rolling Dip -20 acres <br />Rating Table for Trapezoidal Channel <br />c: \haestad \academic \fmw \run out -.fm2 <br />Trap - rolling dip -20 acres -10 year storm <br />Trapezoidal Channel <br />Manning's Formula <br />Discharge <br />Discharge <br />(cfs) <br />0.00 <br />0.43 <br />1.32 <br />2.51 <br />3.94 <br />5.59 <br />0.035 <br />0.060000 ft/ft <br />0.300000 H : V <br />0.300000 H : V <br />2.00 ft <br />Maximum <br />0.50 <br />Velocity <br />(Ws) <br />0.00 <br />2.12 <br />3.20 <br />4.00 <br />4.65 <br />5.20 <br />Increment <br />0.10 ft <br />Academic Edition <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 <br />