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• <br />a <br />Ditch at toe <br />Worksheet for Triangular Channel <br />Project Description <br />Project File c:\haestad\fmw195266.fm2 <br />Worksheet Bowie No. 2 ditch at toe 6111 <br />Flow Element Triangular Channel <br />Method Manning's Formula <br />Solve Far Channel Depth <br />Input Data <br />Mannings Coefficient 0.035 <br />Channel Slope 3.0 °/a <br />Left Side Slope 2.0 H : V <br />Right Side Slope 2.0 H : V <br />Discharge 6.57 cfs <br />• <br /> <br />Results <br />Depth 0.90 ft <br />Flow Area 1.63 fP <br />Wetted Perimeter 4,04 ft <br />Top Width 3.62 ft <br />Critical Depth 0.92 ft <br />Critical Slope 0.026801 Nft <br />Velocity 4.02 tt/s <br />Velocity Head 0.25 ft <br />Specific Energy 1.16 ft <br />Froude Number 1.05 <br />Flow is supercritical. <br />06/13196 <br />04:09:46 PM Haestnd M°Ihoda, Inc. 37 Brookside Road Wal°r6ury, CT 06700 (203) 7551666 <br />ADCQUACY-Ol <br />FkwvMactar ~F.11 <br />Pape 1 0l 1 <br />