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<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 />. <br />. <br />I. <br />. <br />. 1 tv2S102 <br />. 02:08:23 PM <br /> <br />Hardscrabble Gulch, 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 />i:\flowmaster\fmw\gypsum.fm2 <br />Hardscrabble Gulch A-A <br />Trapezoidal Channel <br />Manning's Formula <br />Channei 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 />0,092000 ftIft <br />10.700000 H: V <br />10.700000 H: V <br />6.00 It <br />225.00 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 />1.32 It <br />26.65 ft2 <br />34.42 It <br />34.30 It <br />1.68 It <br />0.030040 ftIfl <br />8.44 ftIs <br />1.11 It <br />2.43 It <br />1.69 <br /> <br />'" <br /> <br />FJowMaster vS.08 <br /> <br />Haestad Methods. Inc. 37 Brookside Road Waterbury. cr 06708 (203\ 755-16B6 <br /> <br />P..nA1...1i <br />