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07/18/11 <br />01:24:56 PM <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 subcritical. <br />13.46 cfs <br />3.50 ft <br />6.82 ft <br />6.50 ft <br />0.97 ft <br />0.023658 ft/ft <br />3.85 ft/s <br />0.23 ft <br />1.23 ft <br />0.92 <br />May Day No. 1- Bench Pond - Spillway <br />Worksheet for Trapezoidal Channel <br />c:\haestad\academiamw\may1 .fm2 <br />May Day -Bench Pond - Spillway CaIs <br />Trapezoidal Channel <br />Manning's Formula <br />Discharge <br />0.035 <br />0.020000 ft/ft <br />1.00 ft <br />3.000000 H : V <br />3.000000 H : V <br />0.50 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 />