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- • ~ . ~.-~ fi W WFIEELER f>ij 002 <br />Worksheet <br />Worksheet for Circular Channel <br />Project escriptlon <br />Project File untitled.fm2 <br />Worksheet Lower Bypass Culvert <br />Flow Element Circular Channel <br />Method Manning's Formula <br />Solve For Channel Depth <br />Input ata <br />Mannings Coefficient 0.024 <br />Channel Slope 0.001000 ft/ft <br />Diameter 48.00 in <br />Discharge 20.00 cfs <br />esu is <br />Depth 2.74 ft <br />Flow Area 9.17 ft' <br />Wetted Perimeter 7.80 ft <br />Top Width 3.72 ft <br />Critical Depth 1.32 ft <br />Percent Full 68.46 <br />Critical Slope 0.012082 ft/ft <br />Velocity 2.18 ft/s <br />Velocity Head 0.07 ft <br />Specific Energy 2.81 ft <br />Froude Number 0.24 <br />Maximum Discharge 26.47 cts <br />Full Flow Capacity 24.60 cfs <br />Full Flow Slope 0.000661 ft/ft <br />Flow is subcritical. <br />09/05!00 FlowMaster v5.13 <br />07:59:01 AM Haestad Methods, Inc. 37 enxkside Road Waterbury, CT 08708 (203) 7551666 Page 1 of 1 <br />