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<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 />'. <br />. <br />. <br />. <br />. <br />. <br />. 10117102 <br />. 12:13:32 PM <br /> <br />Unnamed Tributary of Gypsum Creek <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 />Unnamed Tributary <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 />Bottom Width <br />Discharge <br /> <br />0,045 <br />0.064900 ft/ft <br />24.000000 H : V <br />12.333000 H: V <br />2.00 ft <br />85.00 cfs <br /> <br />Results <br />Depth <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 />Row is supercritical. <br /> <br />0.90 ft <br />16.57 ft2 <br />34.82 ft <br />34,76 ft <br />1.01 ft <br />0,036513ft/ft <br />5.13 ft/s <br />0.41 ft <br />1.31 ft <br />1.31 <br /> <br />RowMaster v5.08 <br /> <br />Haestad Methods. Inc. 37 Brookside Road WatArhurv. CT nR7nR I?m.\ 7"'1L1~ <br /> <br />0-__ .. _~ .. <br />