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12" Sewer Sewer Capacity <br />Worksheet for Circular Channel <br />Project Description <br />Project File <br />c:\haeslad\fmw\schmidt.fm2 <br />Worksheet <br />Pipe capacity <br />Flow Element <br />Circular Channel <br />Method <br />Manning's Formula <br />Solve For <br />Full Flow Capacity <br />Input Data <br />Mannings Coefficient 0,012 <br />Channel Slope 0.150000 ft/ft <br />Diameter 12.00 in <br />Results <br />Depth <br />1.00 <br />ft <br />Discharge <br />14.95 <br />cfs <br />Flcw Area <br />0.79 <br />ft' <br />Wetted Perimeter <br />3.14 <br />ft <br />Top Width <br />0.00 <br />ft <br />Critical Depth <br />1.00 <br />ft <br />Percent Full <br />100,00 <br />Critical Slope <br />0.145599 <br />ft/ft <br />Velocity <br />19.03 <br />ft/s <br />Velocity Head <br />5.63 <br />ft <br />Specific Energy <br />FULL <br />ft <br />Froude Number <br />FULL <br />Maximum Discharge <br />16.08 <br />cfs <br />Full Flow Capacity <br />14.95 <br />cfs <br />Full Flow Slope <br />0.150000 ft/ft <br />01/0810B FlowMaster v5.15 <br />09:55.09 AM Haestad Methods, Inc. 37 erookside Roan Waterbury, CT 06708 (203) 755-1666 Pape 1 of 1 <br />