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Diversion Ditch Rundown <br />Worksheet for Triangular Channel <br />Project Description <br />Project File c:\docume-1\crunda-1.cor\my documents\temp job\peroulis gravel pit\drainage\peroulis.fm2 <br />Worksheet outfall <br />Flow Element Triangular Channel <br />Method Manning's Formula <br />Solve For Channel Depth <br />Input Data <br />Mannings Coefficient 0.040 <br />Channel Slope 0.100000 ft/ft <br />Left Side Slope 2.000000 H : V <br />Right Side Slope 2.000000 H : V <br />Discharge 8.00 cfs <br />Results <br />Depth 0.82 ft <br />Flow Area 1.33 ft2 <br />Wetted Perimeter 3.65 ft <br />Top Width 3.27 ft <br />Critical Depth 1.00 ft <br />Critical Slope 0.034098 ft/ft <br />Velocity 6.00 fUs <br />Velocity Head 0.56 ft <br />Specific Energy 1.38 ft <br />Froude Number 1.66 <br />Flow is supercritical. <br />08/06!03 <br />03:06:16 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 <br />i <br />f C` <br />FlowMaster v5.13 <br />Page 1 of 1