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aai jai uu lnu 11.11 NAX W W WHEELER ~ ppq <br />• <br />v <br />Worksheet <br />Worksheet for Circular Channel <br />Project Description <br />Project File untitled.fm2 <br />Worksheet Lawer Intercepter Culvert <br />F(ow Element Circular Channel <br />Method Manning's Formula <br />Solve For Channel Depth <br />Input Data <br />Mannings Coefficient 0.024 <br />Channel Slope 0.001000 ft/ft <br />Diameter 60.00 in <br />Discharge 47.00 cfs <br />esu is <br />Depth 4.40 ft <br />Flow Area 18.29 ft' <br />Wetted Perimeter 12.16 ft <br />Top Width 3.26 ft <br />Critical Depth 1.92 ft <br />Percent Full 87.91 <br />Critical Slope 0.011387 ft/ft <br />Velocity 2.57 ft/s <br />Velocity Head 0.10 ft <br />Specific Energy 4.50 ft <br />Fraude Number 0.19 <br />Maximum Discharge 47.99 cfs <br />Full Flow Capacity 44.61 cfs <br />Full Flow Slope 0.0011 10 ft!ft <br />Flow is subcritical. <br />09/05/00 FlowMaster v5.73 <br />OB:O6:f 4 AM Hassled Methods. Inr: 37 Brookside Road Waterbury, CT 06708 (203) 7551666 Page 1 of 1 <br />RECEIVED TIME NOV. 9. 11~11AM PRINT TIME NOV. 9. 11~18FiM <br />