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PRoFoSBD Ck4.NN=L <br /> Worksheet for Prop 10-3C Cap <br /> tKLow CLtLV'4KT Rg�rv\a,IAL <br /> Project Description <br /> Flow Element: Trapezoidal Channel <br /> Friction Method: Manning Formula <br /> Solve For: Normal Depth <br /> Input Data <br /> Roughness Coefficient: 0.060 M qk L P kG-. f;'Nf'fZ{iP <br /> Channel Slope: 0.33000(/A)N, 3: j� 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: 0.72 T C> Y,, (� 1 1> ft <br /> Flow Area: 5.34 ft2 <br /> Wetted Perimeter: 9.21 ft <br /> Top Width: 8.87 ft <br /> Critical Depth: 1.17 ft <br /> Critical Slope: 0.05784 ft/ft <br /> Velocity: 9.89 — ft/s <br /> Velocity Head: 1.52 ft <br /> Specific Energy: 2.24 ft <br /> Froude Number: 2.25 <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: 0.72 ft <br /> Critical Depth: 1.17 ft <br /> Channel Slope: 0.33000 ft/ft <br />