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Worksheet for TrapChannel - Pond 10 Weir CAN AMY zILfl AS G R AN NX L Y S . WN, IK) <br />Project Description <br />Flow Element: Trapezoidal Channel <br />Friction Method: Manning Formula <br />Solve For: Normal Depth <br />Input Data <br />Roughness Coefficient: <br />0.040 <br />ft <br />Channel Slope: <br />0.01000 <br />ft/ft <br />Left Side Slope: <br />2.00 <br />ft/ft (H:V) <br />Right Side Slope: <br />2.00 <br />ft/ft (H V) <br />Bottom Width: <br />4.00 <br />ft <br />Discharge: <br />1.63 <br />ft /s <br />Results <br />0.17 <br />ft <br />Normal Depth: <br />0.26 <-- Vs. o.-Al AS WILIR <br />ft <br />Flow Area: <br />1.18 <br />ft2 <br />Wetted Perimeter: <br />5.16 <br />ft <br />Top Width: <br />5.04 <br />ft <br />Critical Depth: <br />0.17 <br />ft <br />Critical Slope: <br />0.04431 <br />ft/ft <br />Velocity: <br />1.39 t-- %15, 1 AS VA <br />ft/s <br />Velocity Head: <br />0.03 <br />ft <br />Specific Energy: <br />0.29 <br />ft <br />Froude Number: <br />0.51 <br />Flow Type: <br />Subcritical <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 />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 />0.26 <br />ft <br />Critical Depth: <br />0.17 <br />ft <br />Channel Slope: <br />0.01000 <br />ft/ft <br />