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6" Sewer Sewer Capacity <br />Worksheet for Circular Channel <br />Project Description <br />Project File <br />c:\haestad\fmw\schmidt.fm2 <br />Wot.(sheet <br />Pipe capacity <br />F;ow Element <br />Circular Channel <br />Method <br />Manning's Formula <br />Solve For <br />Full Flow Capacity <br />Input Data <br />Mannings Coefficient <br />0.012 <br />Channel Slope <br />0.225000 ft/ft <br />_ Diameter <br />6.00 in <br />Results <br />j Depth <br />0.50 <br />ft <br />I Discharge <br />2.88 <br />cfs <br />Flow Area <br />0.20 <br />ft' <br />Wetted Perimeter <br />1.57 <br />ft <br />Top Width <br />0.00 <br />ft <br />Critical Depth <br />0.50 <br />ft <br />Percent Full <br />100.00 <br />Critical Slope <br />0.219419 <br />ft1ft <br />Velocity <br />14.68 <br />ft/s <br />Velocity Head <br />3.35 <br />ft <br />Specific Energy <br />FULL <br />ft <br />Froude Number <br />FULL <br />Maximum Discharge <br />3,10 <br />cfs <br />Full Flow Capacity <br />2.88 <br />cfs <br />Full Flow Slope <br />0.225000 ft/ft <br />01/08/08 FlowMaster v5.15 <br />09.54.25 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1668 Page 1 or 1 <br />