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Triangular Channel Analysis & Design <br />Open Channel - Uniform flow <br />Worksheet Name: SENECA COAL MINE <br />Comment: NE-2 <br />Solve For Depth <br />Given Input Data: <br />Left Side Slope.. <br />Right Side Slope. <br />Manning's n...... <br />Channel Slope.... <br />Discharge........ <br />3.00:1 (H:V) <br />3.00:1 (H:V) <br />0.047 <br />0.0900 ft/ft <br />2.60 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 />0.49 ft <br />3.59 fps <br />0.72 sf <br />2.95 ft <br />3.11 ft <br />0.54 ft <br />0.05 ft/ft <br />1.28 (flow is Supercritical) <br />• <br />`r~I <br />I <br />Open Channel Flow Module, Version 2.01 (c) 1990 <br />Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06706 <br />L _~ <br />20-1-22 Revised 08/19/96 <br />