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~~ (~Y P5(1 M ~an~C,l~ <br />Triangular Channel Analysis & Design <br />Open Channel - Uniform flow <br />Worksheet Name: Cutoff Berml <br />Comment: Cutoff Berm Along Nbrth Line of Phases 1-5 <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 />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 />100 <br />3 <br />0 <br />0 <br />25 <br />0 <br />1 <br />18 <br />61 <br />61 <br />0 <br />0 <br />0 <br />II ~~2~oz <br />00:1 (H:V) <br />00:1 (x:v) <br />035 -m ~IZAhS <br />0050 ft/ft -~- p , 5Q~/p <br />00 cfs .F,1~ t <br />~3 RD ~ v F Ehf 1 ra Cif ED <br />60 ft (ppyEA~RS'I'ORM <br />35 fps -~.~ ~~Lc lN1~L ~.Al.lh ~ <br />59 sf <br />88 ft <br />98 ft <br />43 ft <br />0299 ft/ft <br />43 (flow is <br />Subcritical) <br />Open Channel Flow Module, Version 3.16 (c) 1990 <br />Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 <br /> <br />