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Worksheet for Proposed 30 -1 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 i--" M' N <br />ft <br />Channel Slope: <br />0.17000 s-- M AX . <br />ft/ft <br />Left Side Slope: <br />3.00 <br />ftM (H:V) <br />Right Side Slope: <br />3.00 <br />ft (H:V) <br />Discharge: <br />2.38 <br />fts/s <br />Results <br />038 <br />ft <br />Normal Depth: <br />0.38 <br />ft <br />Flow Area: <br />0.43 <br />ft' <br />Wetted Perimeter. <br />2.39 <br />ft <br />Top Width: <br />2.27 <br />ft <br />Critical Depth: <br />0.82 <br />ft <br />Critical Slope: <br />0.02994 <br />fyft <br />Velocity. <br />5.56 — A-,-op- Rvg4 b. <br />ftfs <br />Velocity Head: <br />0.48 <br />ft <br />Specific Energy: <br />0.86 <br />ft <br />Froude Number: <br />2.26 <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 />ftfs <br />Upstream Velocity: <br />0.00 <br />ft /s <br />Normal Depth: <br />038 <br />ft <br />Critical Depth: <br />0.52 <br />ft <br />Channel Slope: <br />0.17000 <br />fttft <br />Critical Slope: <br />0.02994 <br />ft/ft <br />