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Triangular Channel Analysis & Design <br />Open Channel - Uniform flow <br />Worksheet Name: NCEC <br />Comment: Sec B-B' at reclaimed portal. 12/5/94 <br />Solve For Depth <br />Given Input Data: <br />Left Side Slope.. <br />Right Side Slope. <br />Manning's n...... <br />Channel Slope.... <br />Discharge........ <br />Computed Results: <br />Depth............ <br />Velocity......... <br />Flow Area........ <br />Flow Top Width... <br />Wetted Perimeter. <br />Critical Depth... <br />Critical Slope... <br />Froude Number.... <br />/ - <br />13.00:1 (H:V) <br />5.43:1 (H:V) <br />0.035 <br />0.3960 ft/ft <br />5.10 cfs <br />0.28 ft <br />7.14 fps <br />0.71 sf <br />5.13 ft <br />5.17 ft <br />0.45. ft <br />0.03 ft/ft <br />3.37 (flow is Supercritical) <br /> <br />~~~~x <br />~r <br />X 6.3 ~~ = 3, y l~~ <br />~L <br />Open Channel Flow Module, Version 2.01 (c) 1990 <br />Haestad Methods, Inc. * 37 8rockside Rd • Waterbury. Ct 06708 <br />