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PRbPC, CNANNtL <br /> Worksheet for Prop 10-3C Vel <br /> F: t, C,W CtA K-1 ('tarnovA� <br /> Project Description <br /> Flow Element: Trapezoidal Channel <br /> Friction Method: Manning Formula <br /> Solve For: Normal Depth <br /> Input Data \ <br /> Roughness Coefficient: 0.045 KtPRAP <br /> Channel Slope: 0.50000 ('-n x . 2. I' ft/ft <br /> Left Side Slope: 2.00 ft/ft(H:V) <br /> Right Side Slope: 2.00 ft/ft(H:V) <br /> Bottom Width: 6.00 ft <br /> Discharge: 52.79 ft3/s <br /> Results / <br /> Normal Depth: 0.54 - — O.K. C a D I-r C_V� ft <br /> Flow Area: 3.83 ft2 <br /> Wetted Perimeter: 8.42 ft <br /> Top Width: 8.16 ft <br /> Critical Depth: 1.17 ft <br /> Critical Slope: 0.03253 eft <br /> Velocity: 13.80 4-- S 8 W C 4 A R-i F o b ft/s <br /> Velocity Head: 2.96 S�31N� RE Q M 7 ft <br /> Specific Energy: 3.50 ft <br /> Froude Number: 3.55 <br /> Flow Type: Supercritical <br /> GVF Input Data <br /> Downstream Depth: 0.00 ft <br /> Length: 0.00 ft <br /> Number Of Steps: 0 <br /> GVF Output Data <br /> Upstream Depth: 0.00 ft <br /> Profile Description: N/A <br /> Headloss: 0.00 ft <br /> Downstream Velocity: 0.00 ft/s <br /> Upstream Velocity: 0.00 ft/s <br /> Normal Depth: 0.54 ft <br /> Critical Depth: 1.17 ft <br /> Channel Slope: 0.50000 eft <br />