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• <br />• <br /> <br />Trapezoidal Channel Analysis & Design <br />Open Channel - Uniform flow <br />Worksheet Name: RATON CREEK MINE <br />Comment: CLEAN WATER DIVERTION 1 SECTION A <br />Solve 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 />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 />4.00 ft <br />2.00:1 (H:V) <br />2.00:1 (H:V) <br />0.035 <br />0.0100 ft/ft <br />11.60 cfs <br />0.74 ft <br />2.86 fps <br />4.05 sf <br />6.96 ft <br />7.31 ft <br />0.58 ft <br />0.02 ft/ft <br />0.66 (flow is Subcritical) <br />Open Channel Flow Module, Version 2.01 (c) 1990 <br />Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 <br />Revised (TR-15)-December, 1994 <br />APPROVED FEB o 8 t995 <br />