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<br />I- <br />. <br />. <br />. <br />I. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />.. <br />. <br />. <br />. <br />. <br />. <br />I. <br />. <br />. <br />. <br />. <br />. <br />I. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. 10116102 <br />.01:10:18 PM <br /> <br />Heimbaugh Creek - Section B-B <br />Worksheet for Trapezoidal Channel <br /> <br />Project Description <br />Project File <br />Worksheet <br />Flow Element <br />Method <br />Solve For <br /> <br />untitled.fm2 <br />Heimbaugh Creek-new <br />Trapezoidal Channel <br />Manning's Formula <br />Channel Depth <br /> <br />Input Data <br />Mannings Coefficient <br />Channel Slope <br />Left Side Slope <br />Right Side Slope <br />Bollom Width <br />Discharge <br /> <br />0.045 <br />0.034800 ftIft <br />11.500000 H : V <br />11.500000 H : V <br />2.00 ft <br />120.00 cfs <br /> <br />Results <br />Depth <br />Flow Area <br />Welled 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 /> <br />1.37 ft <br />24.21 ft2 <br />33.55 ft <br />33.43 ft <br />1.38 ft <br />0.032898 ftIft <br />4.96 ftIs <br />0.38 ft <br />1.75 ft <br />1.03 <br /> <br />Haestad Methods. Inc. 37 BrookSide Road Waterburv. CT 06708 1203\ 755-1868 <br /> <br />FIowMaster vS.08 <br />P~nA 1 nf 1 <br />