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Circular Channel Analysis & Design <br />Solved with Manning's Equation <br />Open Channel — Uniform flow <br />Worksheet Name: SOUTHEAST MARINA <br />Comment; 6BOB t n. GF09 <br />Solve For Actual Discharge <br />Given Input Data: <br />Diameter.......... 1.50 ft <br />Slope ............. 0.0100 ft/ft <br />Manning's n....... 0.012 <br />Depth ............. 1.50 ft <br />Computed Results: <br />Discharge......... <br />11.38 <br />cfs <br />Velocity.......... <br />6.44 <br />fps <br />Flc4 Area......... <br />1.77 <br />sf <br />Critical Depth.... <br />1.29 <br />ft <br />Critical Slope.... <br />0.0093 ft/ft <br />Percent Full...... <br />100.00 <br />Full Capacity..... <br />11.38 <br />cfs <br />QMAX @.94D........ <br />12.24 <br />cfs <br />Fronde Number..... <br />FULL <br />Open Shannel Flow Module, Version 3.21 (c) 1s90 <br />Haestad Methods, Inc. * 37 Brookside Rd r. Waterbury, C:t 06708 <br />