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Worksheet for Proposed Sect 20-2 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 <br />0.035 14 - t- Owts'T <br />ft <br />Channel Slope: <br />0.03330 <br />ft/it <br />Left Side Slope: <br />3.00 <br />ftift (H:V) <br />Right Side Slope: <br />3.00 <br />ft /ft (H:V) <br />Discharge: <br />0.82 <br />ft3/s <br />Results <br />0.34 <br />ft <br />Normal Depth: <br />0.34 <br />ft <br />Flow Area: <br />0.35 <br />ft2 <br />Wetted Perimeter: <br />2.17 <br />It <br />Top Width: <br />2,06 <br />ft <br />Critical Depth: <br />0.34 <br />ft <br />Critical Slope: <br />0.03452 <br />Rift <br />Velocity: <br />2.31 -+^' O.1C, <br />ft/s <br />Velocity Head: <br />0.08 <br />It <br />Specific Energy. <br />0.43 <br />It <br />Froude Number. <br />0.98 <br />Flow Type: <br />Subcritical <br />GVF input Data <br />Downstream Depth: <br />0.00 <br />ft <br />Length: <br />0.00 <br />ft <br />Number Of Steps: <br />0 <br />GVF Output Data <br />Upstream Depth: <br />0.00 <br />ft <br />Profile Description: <br />NZA <br />Profile Headloss: <br />0.00 <br />ft <br />Downstream Velocity: <br />0.00 <br />ft/s <br />Upstream Velocity: <br />0.00 <br />ft/s <br />Normal Depth: <br />0.34 <br />ft <br />Critical Depth: <br />0.34 <br />It <br />Channel Slope: <br />0.03330 <br />Will <br />Critical Slope: <br />0.03452 <br />ft/ft <br />