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Worksheet for Proposed 30 -2A Velocity <br />Project Description <br />Flow Element: Triangular Channel <br />Friction Method: Manning Formula <br />Solve For. Normal Depth <br />Input Data <br />Roughness Coefficient: 0.035 <br />Channel Slope: 0.17500 MAX. ftfft <br />Left Side Slope: 3.00 ft/ft (H:V) <br />Right Side Slope: 3.00 ft/ft (H:V) <br />Discharge: 2.38 ft's <br />Results <br />0.00 <br />ft <br />Normal Depth: <br />0.38 <br />ft <br />Flow Area: <br />0.42 <br />ftz <br />Wetted Perimeter: <br />2.38 <br />ft <br />Top Width: <br />2.25 <br />ft <br />Critical Depth: <br />0.52 <br />ft <br />Critical Slope: <br />0.02994 <br />fttft <br />Channel Slope: <br />5.62 4•-- ARr^oFt, RlQ D <br />fUs <br />Velocity: <br />0.02994 <br />ft/ft <br />Velocity Head: <br />0 -49 <br />ft <br />Specific Energy: <br />0.87 <br />ft <br />Froude Number: <br />2.29 <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: <br />0.00 <br />ft <br />Profile Description: <br />N/A <br />Profile Headloss: <br />0.00 <br />ft <br />Downstream Velocity: <br />0.00 <br />ft /s <br />Upstream Velocity: <br />0.00 <br />ftls <br />Normal Depth: <br />0.38 <br />ft <br />Critical Depth: <br />0 -52 <br />ft <br />Channel Slope: <br />0.17500 <br />fttft <br />Critical Slope: <br />0.02994 <br />ft/ft <br />