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Trapezoidal Channel Analysis & Design <br />Open Channel - Uniform flow <br />~~ <br /> <br />Worksheet Name: YOAST MINE <br />Comment: POND 010 SPILLWAY (CREST) <br />Salve For Depth <br />Given Input Data: <br />Bottom Width..... <br />Left Side Slope.. <br />Right Side Slope. <br />Manning's n...... <br />Channel Slope.... <br />Discharge........ <br />12.00 ft <br />3.00:1 (H:V) <br />3.00:1 (H:V) <br />0.035 <br />0.0050 ft/ft <br />169.80 Cfs <br />Computed Results: <br />Depth............ <br />Velocity......... <br />Flow Area.. ... <br />Flow Top Width... <br />Wetted Perimeter. <br />Critical Depth... <br />Critical Slope... <br />Fronde Number.... <br />2.22. ft <br />4.09 fps <br />41.48 sf <br />25.33 ft <br />26.05 ft <br />1.60 ft <br />0.02 ft/ft <br />0.56 (flow is Subcritical) <br />Open Channel Flow Module, Version 2.01 (c) 1990 <br />Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 <br /> <br />