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Gurad Shack to Pond 8 Pipe <br />Worksheet for Circular Channel <br />isProject Description <br />Results <br />Project File <br />c:lhaestadlfmwlpccpond8.fm2 <br />Worksheet <br />Guard Shack to Pond 8 Pipe <br />Flow Element <br />Circular Channel <br />Method <br />Manning's Formula <br />Solve For <br />Discharge <br />Input Data <br />Mannings Coefficient 0.009 <br />Channel Slope 0.011000 ft/ft <br />Depth 12.0 in <br />Diameter 12.00 in <br />' <br />Results <br />Discharge <br />5.40 <br />cfs <br />Flow Area <br />0.79 <br />ft' <br />Wetted Perimeter <br />3.14 <br />ft <br />Top Width <br />0.00 <br />It <br />Critical Depth <br />0.94 <br />ft <br />Percent Full <br />100.00 <br />Critical Slope <br />0.009507 ftlft <br />Velocity <br />6.87 <br />ft/s <br />Velocity Head <br />0.73 <br />It <br />Specific Energy <br />FULL <br />It <br />Froude Number <br />FULL <br />Ma)dmum Discharge <br />5.81 <br />cfs <br />Full Flow Capacity <br />5.40 <br />cfs <br />Full Flow Slope <br />0.011000 ft/ft <br />• <br />4) <br />RSS-14d <br />06/25/98 FlowMaster v5.13 <br />03:45:45 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 7551666 Page 1 of 1 <br />