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<br />Project Description <br />Project File c:\projectsA97009\97009.fm2 <br />Worksheet Pond Diversion Ditch <br />Flow Element Triangular Channel <br />Method Manning's Formula <br />Solve For Channel Depth <br />Input Data <br />Mannings Coefficient 0.022 <br />Channel Slope 1.0 % <br />Left Side Slope 2.0 H : V <br />Right Side Slope 2.0 H : V <br />Discharge 9.7 cfs <br />Results <br />Depth 1.1 ft <br />Flow Area 2.33 ft2 <br />Wetted Perimeter 4.83 ft <br />Top Width 4.32 ft <br />Critical Depth 1.08 ft <br />Critical Slope 0.010053 ft/ft <br />Velocity 4.16 ftts <br />Velocity Head 0.27 ft <br />Specific Energy 1.35 ft <br />Froude Number 1.00 <br />Flow is subcritical. <br /> <br />• <br /> <br />Pond Diversion Ditch <br />Worksheet for Tnangular.Channel <br />.>, _' rte. 4 <br /> <br />w-*- - <br />FlowMaster v5.11 <br />04J1 7/97 <br />05.24:34 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1