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Guard Shack V-Pan <br />Worksheet for Triangular Channel <br />' Project Description <br />Project File c:~haestadlimw~pccpond8.fm2 <br />Worksheet Guard Shack Ditch V-Pan <br />Flow Element Triangular Channel <br />Method Manning's Formula <br />Solve For Equal Side Slopes <br />Input Data <br />Mannings Coefficient 0.013 <br />Channel Slope 0.004018 ftJft <br />Depth 0.50 ft <br />Discharge 5.25 cfs <br />• Results <br /> Left Side Slope 7.348391 H : V <br /> Right Side Slope 7.348391 H : V <br /> Flow Area 1.84 ft' <br /> Wetted Perimeter 7.42 ft <br /> Top Width 7.35 ft <br /> Critical Depth 0.50 ft <br /> Critical Slope 0.003953 fUft <br />• Velocity 2.86 ft/s <br /> Velocity Head 0.13 ft <br /> Specific Energy 0.63 ft <br /> Froude Number 1.01 <br /> Flow is supercritical. <br />L <br /> <br />RSS-14f <br />0625/96 FbwMeater X5.13 <br />03:4629 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755.1668 Pegs 1 of 1 <br />