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Gurad Shack to Pond 8 Pipe <br />Worksheet for Gircular Channel <br />Project Description <br />Project File c:lhaestadlfmwlpccpond8.fm2 <br />Worksheet Guard Shack to Pond 8 Pipe <br />Flow Element Circular Channel <br />Method Manning's Formula <br />Solve For Discharge <br /> Input Data <br /> Mannings Coefficient 0.009 <br /> Channel Slope 0.01100 0 ftlft <br /> Depth 12.0 in <br /> Diameter 12.00 in <br />' ResuRs <br /> Discharge 5.40 cfs <br /> Flow Area 0.79 ft' <br /> Wetted Perimeter 3.14 ft <br /> Top Width 0.00 ft <br /> Critical Depth 0.94 ft <br /> Percent Full 100.00 <br /> Critical Slope 0.009507 ft/ft <br /> Velocity 6.87 ft/s <br /> Velocity Head 0.73 ft <br /> Specific Energy FULL ft <br /> Froude Number FULL <br />' Ma>amum Discharge 5.81 cfs <br /> Full Flow Capacity 5.40 cfs <br /> Full Flow Slope 0.011000 fUft <br />~J <br /> <br />RSS-14d <br />06/25/98 FlowMaster ~F.13 <br />03:45:45 PM Hesstad Malhods, Inc. 37 Bmoksida Road Waterbury, CT 06708 (203) 7557868 Pepe 1 0l 7 <br />