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Circular Channel Analysis & Design <br />Solved with Manning's Equation <br />Open Channel - Uniform flaw <br />Workshreet Name: SOUTHEAST MARINA <br />Comment: eBO^ to EiB419 <br />Solve For Actual Discharge <br />Given Input Data: <br />Diameter.......... 1.00 ft <br />Slope ............. 0.0100 ft/ft <br />Manning's n....... 0.012 <br />Depth ............. 1.00 ft <br />Computed Results: <br />Discharge......... <br />3.86 <br />cfs <br />Velocity.......... <br />4.91 <br />fps <br />Flow Area......... <br />0.79 <br />sf <br />Critical Depth.... <br />0.84 <br />ft <br />Critical Slope.... <br />0.0097 ft/ft <br />Percent Full...... <br />100.00 <br />Full Capacity..... <br />3.86 <br />cfs <br />GMAX @.94D........ <br />4.15 <br />cfs <br />Froude Number..... <br />FULL <br />Open Channel Flaw Module, Version 3.21 (c) 1990 <br />Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 <br />