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Worksheet <br />Worksheet for Circular Channel <br />0 Project Description <br />Worksheet <br />Iris -6" <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 0.010 <br />Slope 0.010000 fVft <br />Diameter 6 in <br />is Project Englneen R. Genzel <br />C:Vtaestadtihaestadlfmwlforward.f n2 BRYAN A_ STIRRAT & ASSOCIATES FlowMaster ve.01614e) <br />09/05/01 10:10:03 AM C Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06706 VSA (203) 755-1666 Page 1 of 1 <br />Results <br />Depth <br />0.50 ft <br />Discharge <br />0.73 cfs <br />Flow Area <br />0.2 fl: <br />Wetted PerLmeter <br />1.57 ft <br />Top Width <br />0.00 ft <br />Critical Depth <br />0.43 ft <br />Percent Full <br />100.0 % <br />Critical Slope <br />0.009288 fVft <br />Velocity <br />3.71 ft/s <br />Velooity Head <br />0.21 ft <br />specific Energy <br />0.71 ft <br />Froude Number <br />0.00 <br />Maximum Discharg <br />0,78 efs <br />Discharge Full <br />Slope Full <br />0.73 cfs <br />0.010000 Rift <br />Flow Type <br />NIA <br />is Project Englneen R. Genzel <br />C:Vtaestadtihaestadlfmwlforward.f n2 BRYAN A_ STIRRAT & ASSOCIATES FlowMaster ve.01614e) <br />09/05/01 10:10:03 AM C Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06706 VSA (203) 755-1666 Page 1 of 1 <br />