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Access Road Crossing Culvert <br />Worksheet for Circular Channel <br />U <br />U <br />• <br />Project Description <br />Project File c:lprojec1s197009197009.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 />Flaw Area 3.14 fP <br />Wetted Perimeter 6.28 ft <br />Top Width 0.00 ft <br />Ctifical Depth 1.95 ft <br />Percent Full 100.00 <br />Crrtcal Slope 0.0884 09 ft/ft <br />Velocity 12.33 ft/s <br />Velocity Head 2.36 ft <br />Specific Energy FULL ft <br />Froude Number FULL <br />Ma>amum Discharge 41.68 cfs <br />Full Flow Capacity 38.75 cfs <br />Full Flow Slope 0.100000 fUft <br />04/18/97 FlowMeater ~f.tt <br />O1:Zl:07 PM HeseWd Methods, Inc. 37 Brookside Road Watar6ury, CT 08708 (203) 755-i 88B Pege 1 of t <br />