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Trapezoidal Channel Analysis & Design <br />Open Channel - Uniform flow <br />•~ Worksheet Name: Twenty Mile Coal <br />Comment: Pond E Spillway <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 />.a <br />~, <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 />2.00:1 (H:V) <br />2.00:1 (H:V) <br />0.035 <br />0.0800 ft/ft <br />10.50 cfs <br />0.34 ft <br />5.37 fps <br />1.96 sf <br />6.38 ft <br />6.54 ft <br />0.48 ft <br />0.03 ft/ft <br />1.71 (flow is Supercritical) <br />Open Channel Flow Module, Version 2.01 (c) 1990 <br />Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 <br />TAB 6, PG 2 <br />FORMERLY EX 8-98 11/1/99 <br />Permit Rene~~~al No. 3 <br />