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Worksheet for Proposed 30-28 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 MkX- <br />ft <br />Channel Slope: <br />0.01000 — M , <br />ft/ft <br />Left Side Slope: <br />3.00 <br />ft/ft (H:V) <br />Right Side Slope: <br />3.00 <br />ftfft (H:V) <br />Discharge: <br />3.14 <br />fr /s <br />Results <br />0.78 <br />ft <br />Normal Depth: <br />0.78 �-- L3 CRANNBt, br5P -f A R ,64a <br />ft <br />Flow Area. <br />1.84 <br />ftz <br />Wetted Perimeter. <br />4.95 <br />ft <br />Top Width: <br />4.70 <br />ft <br />Critical Depth: <br />0.58 <br />ft <br />Critical Slope: <br />0.04771 <br />ft/ft <br />Velocity: <br />1.71 <br />ft/s <br />Velocity Head: <br />0.05 <br />ft <br />Specific Energy: <br />0.83 <br />ft <br />Froude Number. <br />0.48 <br />Flow Type: <br />Subcffdcal <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 />ft/s <br />Upstream Velocity: <br />0.00 <br />ft/s <br />Normal Depth: <br />0.78 <br />ft <br />Critical Depth: <br />0.58 <br />It <br />Channel Slope: <br />0.01000 <br />ftlft <br />Critical Slope: <br />0.04771 <br />fttft <br />