Laserfiche WebLink
Worksheet for Proposed 30-2A Velocity <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 />0.035 -+— M I Q . <br />ft <br />Channel Slope: <br />0.17500 o MINA, <br />Rift <br />Left Side Slope: <br />3.00 <br />fttft (H:V) <br />Right Side Slope: <br />3.00 <br />ft/ft (H :V) <br />Discharge: <br />2.38 <br />fe/s <br />Results <br />0.38 <br />ft <br />Normal Depth: <br />0.38 <br />ft <br />Flow Area: <br />0.42 <br />ft2 <br />Wetted Perimeter. <br />2.38 <br />ft <br />Top Width: <br />2.25 <br />ft <br />Critical Depth: <br />0.52 <br />ft <br />Critical Slope: <br />0.02994 <br />Rift <br />5.62 <br />ftls <br />Velocity: <br />Velocity Head: <br />0.49 <br />It <br />Specific Energy: <br />0.87 <br />ft <br />Froude Number: <br />2.29 <br />Flow Type: <br />Supercritical <br />GVF Input Data <br />Downstream Depth: <br />0.00 <br />ft <br />Length: <br />0.00 <br />It <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 />ftis <br />Upstream Velocity: <br />0.00 <br />ftls <br />Normal Depth- <br />0.38 <br />ft <br />Critical Depth: <br />0.52 <br />It <br />Channel Slope: <br />0.17500 <br />ft/ft <br />Critical Slope: <br />0.02994 <br />ft/ft <br />