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Worksheet for Proposed Sect 20-2 Capacity <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 />0.045 4 1,5NtsT <br />If <br />Channel Slope: <br />0.03330 <br />ft/ft <br />Left Side Slope: <br />3.00 <br />ft/ft (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 />0.38 <br />ft <br />Normal Depth: <br />0.38'*-'- F1t6uss'r <br />I'GNANt14it o.�C. ✓ft <br />Flow Area: <br />0.43 <br />ffa <br />Wetted Perimeter: <br />2.39 <br />ft <br />Top Width• <br />2.27 <br />ft <br />Critical Depth: <br />0.34 <br />ft <br />Critical Slope: <br />0.05705 <br />ft/ft <br />Velocity: <br />1.92 <br />ft/s <br />Velocity Head: <br />0.06 <br />ft <br />Specific Energy: <br />0.43 <br />ft <br />Froude Number. <br />0.78 <br />Flow Type: <br />Subcritical <br />GVF Input Data <br />Downstream Depth: <br />0.00 <br />It <br />Length: <br />0.00 <br />ft <br />Number Of Steps: <br />0 <br />GVF Output Data <br />Upstream Depth: <br />0.00 <br />If <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 />ft/s <br />Normal Depth: <br />0.38 <br />ft <br />Critical Depth: <br />0.34 <br />ft <br />Channel Slope: <br />0.03330 <br />ft/ft <br />Critical Slope: <br />0.05705 <br />ft/ft <br />