Laserfiche WebLink
Circular Channel Analysis & Design <br />Solved with Manning's Equation <br />:~ <br /> <br /> <br />Open Channel - Uniform flow <br />Worksheet Name: WEST ELK STORM POND(M~j-T) <br />Comment: SPILWAY PIPE <br />Solve For Full Flow Diameter <br />Given Input Data: <br />Slope ............. 0.0050 ft/ft <br />Manning's n....... 0.012 <br />Discharge......... 1.24 cfs <br />Computed Results: <br />Full Flow Diameter..... 0.74 ft <br />Full Flow Depth........ 0.74 ft <br />Velocity.......... 2.85 fps <br />Flow Area......... 0.43 sf <br />Critical Depth.... 0.51 ft <br />Critical Slope.... 0.0074 ft/ft <br />Percent Full...... 100.00 0 <br />Full Capacity..... 1.24 cfs <br />QMAX @.94D........ 1.33 cfs <br />Froude Number..... FULL <br />Open Channel Flow Module, Version 3.21 (c) 1990 <br />Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 <br /> <br />