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i <br /> North Ditch - Basin A-3 plus 1/2 of Al <br /> Worksheet for Triangular Channel <br /> Project Description <br /> Project File n:t1191.6\hydrol\pond12.fm2 <br /> Worksheet North Ditch (Basin A3 + V2 of A2) <br /> Flow Element Triangular Channel <br /> Method Manning's Formula <br /> Solve For Channel Depth <br /> Input Data <br /> Mannings Coefficient 0.035 <br /> Channel Slope 0.006700 ft/ft <br /> Left Side Slope 5.000000 H :V <br /> Right Side Slope 5.000000 H :V <br /> Discharge 3.85 Cfs <br /> Results <br /> Depth 0.68 ft <br /> I Flow Area 2.31 ftz <br /> Wetted Perimeter 6.93 ft <br /> Top Width 6.79 ft <br /> Critical Depth 0.52 ft <br /> Critical Slope 0.028767 ft/ft <br /> Velocity 1.67 ft/s <br /> Velocity Head 0.04 ft <br /> Specific Energy 0.72 ft <br /> Froude Number 0.51 <br /> Flow is subcritical. <br /> 03I25199 FlowMaster V5.13 <br /> 02:06:46 PM Haestad Methods,Inc. 37 Brookside Road Waterbury,Cr 06708 (203)755-1666 Page 1 of 1 <br />