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Worksheet for Proposed 30 -1 Capacity <br />Project Description <br />Flow Element: Triangular Channel <br />Friction Method: Manning Formula <br />Solve For: Normal Depth <br />Input Data <br />0.00 <br />ft <br />Roughness Coefficient: <br />0.045 — M ►,X <br />Channel Slope: <br />0.14300 4-- WO . <br />ft/ft <br />Left Side Slope: <br />3.00 <br />ft/ft (H:V) <br />Right Side Slope: <br />3.00 <br />f ift (H:V) <br />Discharge: <br />2.38 <br />ft' /s <br />Results <br />0.52 <br />ft <br />Normal Depth: <br />0.434 1.0, CNAMWI\\ Utf-I A O.�'., <br />ft <br />Flow Area: <br />0.55 <br />ftz <br />Wetted Perimeter: <br />2.71 <br />ft <br />Top Width: <br />2.57 <br />ft <br />Critical Depth: <br />0 -52 <br />ft <br />Critical Slope: <br />0.04950 <br />ft/ft <br />Velocity: <br />4.32 <br />ft/s <br />Velocity Head: <br />0.29 <br />ft <br />Specific Energy: <br />0.72 <br />ft <br />Froude Number: <br />1.64 <br />Flow Type: <br />Supercritical <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 />NIA <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 />0.43 <br />ft <br />Critical Depth: <br />0.52 <br />ft <br />Channel Slope: <br />0.14300 <br />ft/ft <br />Critical Slope: <br />0 -04950 <br />ft/ft <br />