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Access Road Crossing Culvert <br />Worksheet for Circular Channel <br />Project Description <br />Project File c:lprojects\97009197009.fm2 <br />Worksheet Access Road Crossing <br />Flow Element Circular Channel <br />Method Manning's Formula <br />Solve For Full Flow Capacity <br />Input Data <br />Mannings Coefficient 0.024 <br />Channel Slope 10.0 % <br />Diameter 24.0 in <br />Results <br />Depth 2.0 ft <br />Discharge 17,391.2 gpm <br />Flow Area 3.14 ftz <br />Wetted Perimeter 6.28 ft <br />Top Width 0.00 ft <br />Critical Depth 1.95 ft <br />Percent Full 100.00 <br />Critical Slope 0.088409 fttft <br />Velocity 12.33 fys <br />Velocity Head 2.36 ft <br />Specific Energy FULL ft <br />Froude Number FULL <br />Maximum Discharge 41.68 cfs <br />Full Flow Capacity 38.75 cfs <br />Full Flow Slope 0.100000 fttft <br />Cr- - <br /> <br />FlowMaster v5.11 <br />04/16/97 <br />01:23:01 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1