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07/18/11 <br />01:25:15 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 />Rating Table <br />Depth Discharge <br />(ft) (cfs) <br />0.00 <br />0.20 <br />0.40 <br />0.60 <br />0.80 <br />1.00 <br />c: \haestad \academic \fmw \mayl .fm2 <br />May Day -Bench Pond - Spillway Cals <br />Trapezoidal Channel <br />Manning's Formula <br />Discharge <br />0.00 <br />0.33 <br />1.51 <br />3.89 <br />7.78 <br />13.46 <br />May Day No.1 - Spillway -Bench Pond - Spillway <br />Rating Table for Trapezoidal Channel <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 />Velocity <br />(ft/s) <br />0.00 <br />1.50 <br />2.22 <br />2.82 <br />3.35 <br />3.85 <br />Increment <br />0.20 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 />