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r <br /> East Ditch - Basin A-1 plus half of A <br /> Worksheet for Triangular Channel <br /> Project Description <br /> Project File n:i1191.61hydrollpondl2.fm2 <br /> Worksheet East Ditch (Basin A-1 plus 112 of A-2) <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 0.011600 ft/ft <br /> Left Side Slope 5.000000 H : V <br /> Right Side Slope 5.000000 H : V <br /> Discharge 3.05 cfs <br /> Results <br /> Depth 0.56 ft <br /> Flow Area 1.58 ft' <br /> Wetted Perimeter 5.73 ft <br /> Top Width 5.61 ft <br /> Critical Depth 0.47 ft <br /> Critical Slope 0.029676 ft/ft <br /> Velocity 1.93 ft/s <br /> Velocity Head 0.06 ft <br /> Specific Energy 0.62 ft <br /> Froude Number 0.64 <br /> Flow is subcritical. <br /> 0325199 FlowMaster v5.13 <br /> 02:02:50 PM Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 (203)755-1666 Page 1 of 1 <br />