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Worksheet for Proposed 30-2C 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,*--° MA7i . <br />ft <br />Channel Slope: <br />0.42220 -- SAmt <br />Wit <br />Left Side Slope: <br />3.00 <br />ft/ft (H:V) <br />Right Side Slope: <br />3.00 <br />ft/ft (H:V) <br />Discharge: <br />3.14 <br />ft9Js <br />Results <br />0.39 <br />ft <br />Normal Depth: <br />0.39 - 1.0 CeiA,v a O. K, . <br />ft <br />Flow Area: <br />0.45 <br />ft2 <br />Wetted Perimeter. <br />2.46 <br />ft <br />Top Width: <br />2.33 <br />ft <br />Critical Depth: <br />0.58 <br />ft <br />Critical Slope: <br />0.04771 <br />ftfft <br />Velocity: <br />6.95 <br />f/s <br />Velocity Head: <br />0.75 <br />ft <br />Specific Energy: <br />1.14 <br />ft <br />Froude Number. <br />2.78 <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 Headtoss: <br />0.00 <br />ft <br />Downstream Velocity: <br />0.00 <br />ftJS <br />Upstream Velocity: <br />0.00 <br />ftfs <br />Normal Depth: <br />0.39 <br />ft <br />Critical Depth: <br />0.58 <br />It <br />Channel Slope: <br />0.42220 <br />ft ft <br />Critical Slope: <br />0.04771 <br />ftKt <br />