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<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 />I. <br />. <br />. <br />. <br />i. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. 10/28/02 <br />. 02:09:00 PM <br /> <br />Hardscrabble Gulch, 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 />i:\flowmaster\lmw\gypsum.lm2 <br />Hardscrabble Gulch B-B <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 />0.092000 ftIft <br />1.870000 H : V <br />2.630000 H : V <br />10.00 ft <br />180,00 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 supercr~ical. <br /> <br />1.34 ft <br />17.41 ft2 <br />16.60 ft <br />16.02 ft <br />1.86 ft <br />0.027684 ftIft <br />10.34 fVs <br />1.66 ft <br />3.00 ft <br />1.75 <br /> <br />AowMaster VS.08 <br /> <br />Haestad Methods. Inc. :]7 Brookside Road WatlFM'hutv err M71\R (~\ 7/:;,"-1 RRA <br /> <br />0___ .. __ .. <br />