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.Ian 18 01 03:22p Philip Post & Associates 919 493 6548 <br />77 <br />Circular Channel Analysis & Design <br />Solved with Manning's Equation <br />Open Channel ~ Uniform flow <br />Worksheet Name: Sunrise Rd. Culvert <br />Comment: 30" Culvert (existing) <br />Solve For Full Flow Capacity <br />Given Input Data: <br />Diameter.......... 2.50 ft <br />Slope ............. 0.0333 ft/ft <br />Manning's n....... 0.024 <br />Discharge......... 40.54 cfs <br />Computed Results: <br />Fu11 Flow Capacity....: <br />Full Flaw Depth........ <br />Velocity.......... <br />Flow Area........, <br />Critical Depth.... <br />Critical Slope.... <br />Percent Full...... <br />Full Capacity..... <br />AMAX @.94D........ <br />Fronde Number..... <br />40.54 cfs <br />2.50 ft <br />8.26 fps <br />4.91 sf <br />2.14 ft <br />0.0310 ft/fit <br />loo.oo ~ <br />40.54 cfs <br />43.61 cfs <br />FULL <br />2~2. <br />open Channel Flaw Module, Version 3.3 (c) 1991 <br />Haestad Methods, rnc. * 37 Brookside Rd * Waterbury, Ct 06708 <br />