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Worksheet for Proposed 30-28 Veloe ty <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 r-- MI A <br />ft <br />Channel Slope: <br />0.02000E --MkX . <br />ft/ft <br />Left Side Slope: <br />3.00 <br />ftfft (H-V) <br />Right Side Slope: <br />3.00 <br />ft/ft (H:V) <br />Discharge: <br />3.14 <br />ftsls <br />Results <br />0.63 <br />It <br />Normal Depth: <br />0.63 <br />ft <br />Flow Area: <br />1.18 <br />ft <br />Wetted perimeter. <br />3.96 <br />ft <br />Top Width: <br />3.76 <br />ft <br />Critical Depth: <br />0.58 <br />ft <br />Critical Slope: <br />0.02886 <br />ft/ft <br />Velocity: <br />2.67 w. -- Kr . <br />p Abp Ate. R� D <br />ftls <br />Velocity Head: <br />0.11 <br />ft <br />Specific Energy: <br />0.74 <br />ft <br />Froude Number. <br />0.84 <br />Flow Type: <br />Subcritical <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 />0.63 <br />It <br />Critics) Depth: <br />0.58 <br />ft <br />Channel Slope: <br />0.02000 <br />ft/ft <br />Critical Slope: <br />0.02886 <br />Wit <br />