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West Ditch - Basin A-3 plus 112 of A-2 <br /> Worksheet for Triangular Channel <br /> Project Description <br /> Project File n:\1191.6\hydrohpondl2.fm2 <br /> Worksheet West Ditch Basin A-3 plus 1/2 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 0.014000 ft/ft <br /> Left Side Slope 5.000000 H : V <br /> Right Side Slope 2.000000 H : V <br /> Discharge 3.85 cfs — 10 <br /> Results <br /> Depth 0.68 ft <br /> Flow Area 1.62 ft' <br /> Wetted Perimeter 4.99 ft <br /> Top Width 4.77 ft <br /> Critical Depth 0.60 ft <br /> Critical Slope 0.028445 ft/ft <br /> Velocity 2.37 ft/s <br /> Velocity Head 0.09 ft <br /> Specific Energy 0.77 ft <br /> Froude Number 0.72 <br /> Flow is subcritical. <br /> 0325/99 FlowMaster v5.13 <br /> 02:04:55 PM Haestad Methods,Inc. 37 Brookside Road Waterbury,Cr 06708 (203)755-1666 Page 1 of 1 <br /> t <br />