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Worksheet for Proposed 30-2A 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: 0.045 -1 MAY — <br />Channel Slope: 0.02500 <— N1%nl • fttft <br />Left Side Slope: 3.00 ft/ft (H:V) <br />Right Side Slope: 3.00 fttft (H'V) <br />Discharge: 2.38 fts /s <br />Results <br />Normal Depth: <br />0.59 �r <br />4 <br />ft <br />Flow Area: <br />1.06 <br />ft <br />Wetted Perimeter. <br />3.76 <br />It <br />Top Width: <br />3.57 <br />ft <br />Critical Depth: <br />0.52 <br />ft <br />Critical Slope: <br />0.04950 <br />ft ft <br />Velocity: <br />2.24 <br />ft /s <br />Velocity Head: <br />0.08 <br />ft <br />Specific Energy: <br />0.67 <br />ft <br />Froude Number. <br />0.73 <br />fttft <br />Flow Type: <br />Subcritical <br />GVF Input Data <br />Downstream Depth: 0.00 ft <br />Length: 0.00 It <br />Number Of Steps: 0 <br />GVF Output Data <br />Upstream Depth: <br />0.00 <br />ft <br />Profile Description: <br />WA <br />Profile Headloss: <br />4.00 <br />ft <br />Downstream Velocity: <br />0.00 <br />ftts <br />Upstream Velocity: <br />0.00 <br />ft /s <br />Normal Depth: <br />0.59 <br />ft <br />Critical Depth: <br />0.52 <br />ft <br />Channel Slope: <br />0.02500 <br />fUft <br />Critical Slope: <br />0.04950 <br />fttft <br />