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Worksheet for Proposed 30 -1 A 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 />0.0454 MAX <br />ft <br />Channel Slope: <br />0.20000 "'-- M 1 4. <br />Wit <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 />2.38 <br />ft' /s <br />Results <br />0.40 <br />ft <br />Critical Depth: <br />w-^- 1•L �..t1Awe4x\. Xf1TA C>A <br />ft <br />Normal Depth: <br />0.40 , <br />ft/ft <br />Flow Area: <br />0.49 <br />ftz <br />Wetted Perimeter. <br />2.54 <br />ft <br />Top Width: <br />2.41 <br />ft <br />Critical Depth: <br />0.52 <br />ft <br />Critical Slope: <br />0.04950 <br />ft/ft <br />Velocity: <br />4.90 <br />fills <br />Velocity Head: <br />0.37 <br />ft <br />Specific Energy: <br />0.78 <br />ft <br />Froude Number. <br />1.93 <br />Flow Type: <br />Supercritical <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 />N/A <br />Profile Headloss: <br />0.00 <br />ft <br />Downstream Velocity: <br />0.00 <br />ftis <br />Upstream Velocity: <br />0.00 <br />ft s <br />Normal Depth: <br />0.40 <br />ft <br />Critical Depth: <br />0.52 <br />ft <br />Channel Slope: <br />0.20000 <br />ft/ft <br />Critical Slope: <br />0.04950 <br />fttft <br />