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07/21/11 <br />09:20:07 AM <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 supercritical. <br />Rolling Dip - Outslope flow @ 6% <br />Worksheet 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 />0.035 <br />0.060000 ft/ft <br />0.50 ft <br />0.300000 H : V <br />0.300000 H : V <br />2.00 ft <br />5.59 cfs <br />1.07 ft <br />3.04 ft <br />2.30 ft <br />0.60 ft <br />0.033335 ft/ft <br />5.20 ft/s <br />0.42 ft <br />0.92 ft <br />1.34 <br />Academic Edition FlowMaster v5.17 <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 <br />