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2g~ <br />Triangular Channel Analysis & Design <br />Open Channel - Uniform flow <br />Worksheet Name: Cutoff Berm4 <br />Comment: Cutoff Berm Aldng North Line of Phases 1-5 <br />Solve For Depth <br />Given Input Data: <br />Left Side Slope.. 100.00:1 (H:V) <br />Right Side Slope. 3.00:1 (H:V) ~~~ <br />Manning's n...... 0.035 ~ <br />Channel Slope.... 0.0050 ft/ft -E 050 <br />Discharge........ 28.00 cfs ~\ /~ ~lN~~ ~~yy~ <br />l.Al.(y ~.Wf~~D <br />Computed Results: ~yy~ ~j -Q~ihV~''~~~ <br />Depth............ 0.63 ft ~d I~r~l`KO l'~1n9~17 <br />Velocity......... 1.38 fps <br />Flow Area........ 20.24 sf <br />Flow Top Width... 64.56 ft <br />Wetted Perimeter. 64.67 ft <br />Critical Depth... 0.45 ft <br />Critical Slope... 0.0294 ft/ft <br />Froude Number.... 0.44 (flow is Subcritical) <br />!, 3 ~ <br />~ 1 <br />I % Wh ,~ /r <br />-~ m <br />//~ %~ <br />b~1o31 <br />Open Channel Flow Module, Version 3.16 (c) 1990 <br />Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 <br />