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Circular Channel Analysis &gn <br />Solved with Manning's Equation <br />open Channel - Uniform flow <br />Worksheet Name: 41ST STREET CHEVRON <br />Comment: 8" PVC 6 2% <br />Solve For Full Flow Capacity <br />Given Input Data: <br />Diameter........•• 0.07 ftft/ft <br />slope... .......... <br />Manning's n....... 0014cfs <br />Discharge ......... . <br />Computed Results: <br />Full Flow Capacity..... <br />1.61 <br />cfs <br />Full Flow Depth ........ <br />0.67 <br />ft <br />velocity .......... <br />4.67 56 <br />fps <br />Flow Area......... <br />. <br />0.59 <br />sf <br />ft <br />Critical Depth.... <br />0.0180 ft/ft <br />Critical Slope.... <br />Percent Full...... <br />100.00 <br />% <br />Full Capacity..... <br />1.61 <br />cfs <br />QKAX E.94D........ <br />1.73 <br />cfs <br />Frouda Number..... <br />FULL <br />Open Channel Flow *e37vBrsion ooksidelRd(f) 1990 <br />Waterbury, Ct 06708 <br />Haestad Methods, Incnc.. <br />14 <br />