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Triangular Channel Analysis & Design <br />Open Channel - Uniform flow <br />Worksheet Name: NCEC <br />Comment: Sec A-A' below 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 />2.86:1 (H:V) <br />24.40:1 (H:V) <br />0.035 <br />0.3960 ft/ft <br />5.10 cfs <br />0.24 ft <br />6.48 fps <br />0.79 sf <br />6.55 ft <br />6.60 ft <br />0.39 ft <br />0.03 ft/ft <br />3.29 (flow is Supercritical) <br />~-' ~ w R S <br />x ~ ~ 66 <br /> <br />-~. ~~ its <br />L <br />Open Channel Flow Module. Version 2.01 (c) 1990 <br />Haestad Methods. Inc. * 37 Brookside Rd * Waterbury. Ct 06708 <br />