Laserfiche WebLink
Trapezoidal Channel Analysis & Design <br />Open Channel - Uniform flow <br />~Plorksheet 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 />Manning's n...... <br />Channel Slope.... <br />Discharge........ <br />15.00 ft <br />3.00:1 (H:V) <br />3.00:1 (H:V) <br />0.038 <br />0.1500 ft/ft <br />96.70 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 />Froude Number.... <br />0.59 ft <br />9.85 fps <br />9.81 sf <br />18.51 ft <br />18.70 ft <br />1.01 ft <br />0.02 ft/ft <br />2.38 (flow is Supercritical) <br /> <br />Open Channel slow Module, Version 2.01 (c) 1990 <br />Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 <br /> <br />