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• r' , '. <br />Pond 5 Primary Spillway <br />Worksheet for Circular Channel <br />r <br />I <br />Project Description <br />Project File c:Utaestadlfmwlpond5.fm2 <br />Worksheet Pond 5 6" PVC Primary Spillway <br />Flow Element Circr~c,Ghannel <br />Method Manning's Formula <br />Solve For Discharge <br /> <br />Input Data <br />Mannings Coefficient 0.009 . <br />Channel Slope 0.007600 fNft <br />Depth 0.50 ft. <br />Diameter 6.00 in <br />Results <br />Discharge 0.71 cTs <br />Flow Area 0.20 ft' <br />Wetted Perimeter 1.57 ft <br />Top Width 0.00 ft <br />Critical Depth 0.42 ft <br />Percent Full .100.00 <br />Critical Slope 0.007193 fl/ft <br />Velocity 3.60 ft/s <br />Veloaly Head 0.20 R <br />Specific Energy FULL R <br />Froude Number FULL <br />Ma>amum Discharge 0.76 cis <br />Full Flow Capacity 0.71 cfs <br />Full Flow Slope 0.007600 ft!ft <br />OBrf0198 FlowMStx v5.13 <br />10:4125 PM Haested Metrwda, Inc. 37 Broolo:Ma Road Waterbury, CT 06708 (203) 7557668 Peps 1 011 <br />