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• °,..' -- <br /> <br />,. <br />Pond 5 Emergency Spillway <br />Worksheet for Circular Channel <br /> <br />Project Description <br />Project File c:lhaestadlfmwlpond5.fm2 <br />Worksheet 36" Emergency Spillway <br />Flow Element Circt7~r.Channel <br />Method Manning's Formula <br />Solve For Discharge <br /> <br /> <br />Input Data <br />Mannings Coefficient 0.024 <br />Channel Slope 0.014000 ftlft <br />Depth 1.00 ~ <br />Diameter 36.00 in <br />Results <br />Discharge 10.25 cfs <br />Flow Area 2.06 ft' <br />Wetted Perimeter 3.69 ft <br />Top Width 2.83 ft <br />Critical Depth 1.07 ft <br />Percent Full 33.33 <br />Critical Slope 0.0133 18 ft/ft <br />Velocity 4.97 ft/s <br />Velocity Head 0.38 ft <br />Specific Energy 1.38 ft <br />Froude Number 7.03 <br />Matdmum Discharge 45.98 cfs <br />Full Flow Capacity 42.75 cfs <br />Full Flow Slope 0.000805 ft/ft <br />Flow is supercritical. <br />OBr.10R.18 FbwM®ter v5.13 <br />10:42:40 PM Haested McUwds, Inc. 37 Broololda Road Waterbury, CT 06708 (203) 7557888 Pape 1 011 <br />