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Worksheet for C -C Capacity Analysis S EC'r to r i & c. <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 />0.040 M A A. <br />ft <br />Channel Slope: <br />0.05000 M i N, <br />ft/ft <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 />2.44 <br />ft' /s <br />Results <br />0.50 <br />ft <br />Normal Depth: <br />0.50 * - O_ K. <br />ft <br />Flow Area: <br />0.76 <br />ftz <br />Wetted Perimeter: <br />3.19 <br />ft <br />Top Width: <br />3.03 <br />ft <br />Critical Depth. <br />0.53 <br />ft <br />Critical Slope: <br />0.03898 <br />ft/ft <br />Velocity: <br />3.20 <br />ft/s <br />Velocity Head: <br />0.16 <br />ft <br />Specific Energy: <br />0.66 <br />ft <br />Froude Number: <br />1.12 <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 />ft/s <br />Upstream Velocity: <br />0.00 <br />ft/s <br />Normal Depth: <br />0.50 <br />ft <br />Critical Depth: <br />0.53 <br />ft <br />Channel Slope: <br />0.05000 <br />ft/ft <br />Critical Slope: <br />0.03898 <br />ft/ft <br />