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• <br />0 .0 <br />12.0 <br />10.0 <br />8.0 <br />6.0 <br />4.0 <br />2.0 <br />410o <br />0.0 <br />07/18/11 <br />01:25:29 PM <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 />May Day No.1 Bench Spillway <br />Plotted Curves for Trapezoidal Channel <br />c: \haestad \academic \fmw\may 1 .fm2 <br />May Day -Bench Pond - Spillway Cals <br />Trapezoidal Channel <br />Manning's Formula <br />Discharge <br />0.035 <br />0.020000 ft/ft <br />3.000000 H : V <br />3.000000 H : V <br />0.50 ft <br />Maximum <br />1.00 <br />Increment <br />0.20 ft <br />Discharge vs Depth <br />0.1 02 03 04 05 06 <br />Depth (ft) <br />07 <br />08 <br />Academic Edition <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 <br />