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07/19/11 <br />05:22:34 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 supercritical. <br />c: \haestad \academic \fmw \chief .fm2 <br />Trapezoidal Channel -Chief 3.24.2011 <br />Trapezoidal Channel <br />Manning's Formula <br />Discharge <br />0.035 <br />0.100000 ft/ft <br />3.00 ft <br />2.000000 H : V <br />2.000000 H : V <br />10.00 . ft <br />909.89 <br />48.00 <br />23.42 ft <br />22.00 ft <br />4.67 ft <br />0.017556 ft/ft <br />18.96 ft/s <br />5.58 ft <br />8.58 ft <br />2.26 <br />Chief Channel Design- 7.18.2011 <br />Worksheet for Trapezoidal Channel <br />cfs <br />ft <br />Academic Edition <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 <br />FlowMaster v5.17 <br />Page 1 of 1 <br />