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Worksheet for Weir Chute, Sect D -D Velocity <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 />0.035 -4 Low %%'C <br />ft <br />Channel Slope <br />0.10000 10? <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 />Bottom Width <br />4.00 <br />ft <br />Discharge: <br />7.17 <br />ft3 /s <br />Results <br />0.42 <br />ft <br />Normal Depth: <br />0.29 <br />ft <br />Flow Area: <br />1.39 <br />ft' <br />Wetted Perimeter <br />5.81 <br />ft <br />Top Width <br />5.71 <br />ft <br />Critical Depth: <br />0.42 <br />ft <br />Critical Slope: <br />0.02639 <br />ft/ft <br />Velocity: <br />5.17 4__ i t •�ti�a`� ,y <br />ft/s <br />Velocity Head: <br />0.42 <br />ft <br />Specific Energy: <br />070 <br />ft <br />Froude Number: <br />1 85 <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 />NIA <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 />0.29 <br />ft <br />Critical Depth: <br />0.42 <br />ft <br />Channel Slope: <br />0.10000 <br />ft/ft <br />