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Worksheet for Proposed 3O-1A 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 --- M �N . <br />ft <br />Channel Slope: <br />0.50000 4- -r^AX- <br />Rift <br />Left Side Slope: <br />3.00 <br />ft/ft (H:V) <br />Right Side Slope: <br />3.00 <br />fttft (H:V) <br />Discharge: <br />2.38 <br />fNis <br />Results <br />0.31 <br />It <br />Normal Depth: <br />0.31 <br />It <br />Flow Area: <br />0.29 <br />ft2 <br />Wetted Perimeter. <br />1.95 <br />ft <br />Top Width: <br />1.85 <br />ft <br />Critical Depth. <br />0.52 <br />ft <br />Critical Slope: <br />0.02995 <br />fttft <br />Velocity: <br />8.34 Pvgb <br />ftis <br />Velocity Head: <br />1.08 <br />ft <br />Specific Energy: <br />1.39 <br />It <br />Froude Number: <br />3.74 <br />Flow Type: <br />Supercritical <br />GVF Input Data <br />Downstream Depth: <br />0.00 <br />R <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 />WA <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 />0.31 <br />It <br />Critical Depth: <br />0.52 <br />ft <br />Channel Slope: <br />0.50000 <br />Wit <br />Critical Slope: <br />0.02995 <br />Wit <br />