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<br />.. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <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 />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. 1Q116102 <br />.01:09:18 PM <br /> <br />Heimbaugh Creek - Section A-A <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 />Lelt Side Slope <br />Right Side Slope <br />Bottom Width <br />Discharge <br /> <br />0.045 <br />0.034800 ft/ft <br />16.500000 H: V <br />16.500000 H: V <br />2.00 It <br />120.00 cfs <br /> <br />Results <br />Depth <br />Row 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 /> <br />1.21 It <br />26.47 ft2 <br />41.92 It <br />41.84 It <br />1.21 ft <br />0.034433 ft/ft <br />4.53 flIs <br />0.32 It <br />1.53 ft <br />1.00 <br /> <br />Haestad Methods. Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755--1666 <br /> <br />FIowMaster v5.08 <br />Page 1 of 1 <br />