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C <br />C7 <br />Circular Channel Analysis & Design <br />Solved with Manning's Equation <br />Open Channel - Uniform flow <br />Worksheet Name: North County LF <br />Comment: Pipe Downdrain - DDG (F3) <br />Solve For Actual Depth <br />Given Input Data: <br />Diameter.......... <br />Slope............. <br />Manning's n....... <br />Discharge......... <br />Computed Results: <br />Depth ............. <br />Velocity.......... <br />Flow Area......... <br />Critical Depth.... <br />Critical Slope.... <br />Percent Full...... <br />Full Capacity..... <br />QMAX @.94D........ <br />Froude Number..... <br />2.50 ft <br />0.0500 ft/ft <br />0.024 <br />48.00 cfs <br />1.98 <br />ft <br />11.53 <br />fps <br />4.16 <br />sf <br />2.27 <br />ft <br />0.0408 ft/ft <br />79.08 <br />% <br />49.68 <br />cfs <br />53.44 <br />cfs <br />1.42 <br />(flow is Supercritical) <br />Open Channel Flow Module, Version 3.21 (c) 1990 <br />Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 <br />