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Worksheet <br /> Worksheet for Circular Channel <br /> Project Description <br /> Worksheet tom° <br /> Flow Element Circular Channel <br /> Method Mannings Formula <br /> Solve For Full Flow Capacity <br /> Input Data <br /> Manning$Coefficient 0.010 <br /> Slope 0.010000 ftlft <br /> Diameter 6 in <br /> Results <br /> Depth 0.50 ft <br /> Cischarge 0.73 cis <br /> Flow Area 0.2 ft' <br /> Wetted Perimeter 1.57 ft <br /> Top Width 0.00 ft <br /> Critical Depth 0.43 ft <br /> Percent Full 100.0 % <br /> Critical Slope 0.009288 NO <br /> Velocity 3,71 ft!& <br /> Velocity Head 0.21 ft <br /> specific Energy 0.71 ft <br /> Froude Number 0100 <br /> Maximum DI$charg 0,7$ efs <br /> Discharge Full 0.73 cfs <br /> Slope Full 0.010000 tttft <br /> Flow Type N/A <br /> Project Engineer R.Genzel <br /> c:VtaestadthaesiadVnlwltorwafd.f n2 BRYAN A-STIRRAT&A3300IATES FlowMaster v6,a(614e] <br /> 09105/01 10:10:03 AM O Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 05709 USA (203)756.1666 Page 1 or 1 <br />