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03/21/12 <br />04:12:21 PM <br />Project Description <br />Project File <br />Worksheet <br />Flow Element <br />Method <br />Solve For <br />Input Data <br />Mannings Coefficient <br />Channel Slope <br />Diameter <br />Discharge <br />Results <br />Depth <br />Flow Area <br />Wetted Perimeter <br />Top Width <br />Critical Depth <br />Percent Full <br />Critical Slope <br />Velocity <br />Velocity Head <br />Specific Energy <br />Froude Number <br />Maximum Discharge <br />Full Flow Capacity <br />Full Flow Slope <br />Flow is supercritical. <br />untitled.fm2 <br />Base Ops Culvert <br />Circular Channel <br />Manning's Formula <br />Channel Depth <br />0.024 <br />0.100000 ft/ft <br />12.00 in <br />0.70 cfs <br />0.23 ft <br />0.14 ft <br />1.00 ft <br />0.84 ft <br />0.35 ft <br />22.87 <br />0.019254 ft/ft <br />5.17 ft/s <br />0.42 ft <br />0.64 ft <br />2.27 <br />6.56 cfs <br />6.10 cfs <br />0.001316 ft/ft <br />100 -YR Flow <br />Worksheet for Circular Channel <br />Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 <br />FlowMaster v5.15 <br />Page 1 of 1 <br />