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Basin A-1 Swale <br /> Worksheet for Triangular Channel <br /> Project Description <br /> Project File n:\1191.6\hydro)\pond12.fm2 <br /> Worksheet Basin A-1 Swale <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 0.015000 ft/ft <br /> Left Side Slope 2.000000 H : V <br /> Right Side Slope 5.000000 H : V <br /> Discharge 1.90 cfs = l� <br /> Results <br /> Depth 0.52 ft <br /> Flow Area 0.93 ft2 <br /> Wetted Perimeter 3.78 ft <br /> Top Width 3.61 ft <br /> Critical Depth 0.45 ft <br /> Critical Slope 0.031250 ft/ft <br /> Velocity 2.04 ft/s <br /> Velocity Head 0.06 ft <br /> Specific Energy 0.58 ft <br /> Froude Number 0.71 <br /> Flow is subcritical. <br /> 03/24/99 flowMaster v5.13 <br /> 02:4321 PM Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 (203)755-1666 Page 1 of 1 <br />