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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 B <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 />5.00 ft <br />2.50:1 (H:V) <br />2.50:1 (H:V) <br />0.040 <br />0.2900 ft/ft <br />18.80 cfs <br />0.35 ft <br />9.01 fps <br />2.09 sf <br />6.77 ft <br />6.91 ft <br />0.67 ft <br />0.03 ft/ft <br />2.86 (flow is Supercritical) <br />Open Channel Flow Module, Version 2.01 (c) 1990 <br />Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 <br />APPROVED FEB 0 8 1995 <br />Revised (TR-15)-December, 1994 <br />