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Trapezoidal Channel Analysis & Design <br />Open Channel - Uniform flow <br />Worksheet Name: SENECA II WEST <br />Comment: POND 6 SPILLWAY <br />Solve For Depth <br />Given Input Data: <br />Bottom Width..... <br />Left Side Slope.. <br />Right Side Slope. <br />Mannin 's n...... <br />Channel Slope.... <br />Discharge........ <br />15.00 ft <br />3.00:1 (H:V) <br />3.00:1 (H:V) <br />0.040 <br />0.1500 ft/ft <br />160.50 cfs <br />Computed Results: <br />De th............ <br />Velocity......... <br />Flow Area... ... <br />Flow Top Width... <br />Wetted Perimeter. <br />Critical Depth... <br />Critical Slope... <br />Froude Number.... <br />0.81 ft <br />11.36 fps <br />14.12 sf <br />19.86 ft <br />20.12 ft <br />1.38 ft <br />0.02 ft/ft <br />2.37 (flow is Supercritical) <br />Open Channel Flow Module, Version 2.01 (c) 1990 <br />Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 <br />• <br /> <br /> <br />