Laserfiche WebLink
Worksheet for Sect 10 -5v revised (VELocttcy) <br />Project Description <br />Flow Element: Irregular Section <br />Friction Method: Manning Formula <br />Solve For: Normal Depth <br />Input Data <br />Channel Slope 0.0178 ft/ft <br />Discharge: 7.81 ft'!s <br />Options <br />Current Roughness Weighted Meth( ImprovedLotters <br />Open Channel Weighted Roughnes: ImprovedLotters <br />Closed Channel Weighted Roughne Hortons <br />Results <br />Roughness Coefficient: <br />0.035 <br />Water Surface Elevation: <br />5400.17 <br />ft <br />Elevation Range: <br />5399.74 to 5401.26 ft <br />Flow Area: <br />2.80 <br />ftz <br />Wetted Perimeter: <br />8.11 <br />ft <br />Top Width: <br />7.99 <br />ft <br />Normal Depth: <br />0.43 <br />ft <br />Critical Depth: <br />0.39 <br />ft <br />Critical Slope: <br />0.02665 <br />ft/ft <br />Velocity: <br />2.79 — ote, <br />ft/s <br />Velocity Head: <br />0.12 <br />ft <br />Specific Energy: <br />0.55 <br />ft <br />Froude Number: <br />0.83 <br />Flow Type: <br />Subcritical <br />Segment Roughness <br />Start Station End Station Roughness <br />Coefficient <br />(0 +00.00, (0 +20.00, 0.035 <br />5401.24) 5401.26) <br />Section Geometry <br />Station Elevation <br />0 +00.00 5401.24 <br />0 +07.96 5400.55 <br />