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Worksheet for Sect 10.1 min n, max s <br />Project Descnption <br />Flow Element: Triangular Channel <br />Friction Method: Manning Formula <br />Solve For Normal Depth <br />Input Data <br />Roughness Coefficient: <br />0.035 <br />ft <br />Channel Slope: <br />0.12000 <br />ft/ft <br />Left Side Slope: <br />3.00 <br />ft/ft (H:V) <br />Right Side Slope: <br />3.00 <br />ftift (H:V) <br />Discharge: <br />5.16 <br />W/s <br />Results <br />0.54 <br />ft <br />Normal Depth: <br />0.54 <br />ft <br />Flow Area: <br />0.87 <br />ft2 <br />Wetted Perimeter. <br />3.41 <br />ft <br />Top Width: <br />3.23 <br />ft <br />Critical Depth. <br />0.71 <br />ft <br />Critical Slope: <br />0.02701 <br />Rift <br />Velocity: <br />5.92 <br />ft/s <br />Velocity Head: <br />0.55 <br />ft <br />Speck Energy: <br />1.08 <br />ft <br />Froude Number: <br />2.01 <br />Flow Type: <br />Supercritical <br />GVF Input Data <br />Downstream Depth: <br />0.00 <br />It <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 />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 />0.54 <br />ft <br />Critical Depth: <br />0.71 <br />It <br />Channel Slope: <br />0.12000 <br />ft/ft <br />Critical Slope: <br />0.02701 <br />ftift <br />