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Worksheet for Sect 30-5 Vel <br />Project Description <br />Flow Element: Irregular Section <br />Friction Method: Manning Formula <br />Solve For: Normal Depth <br />Input Data <br />Channel Slope: 0.02210 ft/ft <br />Discharge: 2.03 ft3 /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 LoWSST <br />Water Surface Elevation: <br />6975.22 <br />ft <br />Elevation Range: <br />6975.00 to 6981.00 ft <br />Flow Area: <br />0.98 <br />ft' <br />Wetted Perimeter: <br />5.22 <br />ft <br />Top Width: <br />5.13 <br />ft <br />Normal Depth: <br />0.22 <br />ft <br />Critical Depth: <br />0.20 <br />ft <br />Critical Slope: <br />0.03274 <br />ft/ft <br />Velocity: <br />2.07 -4— p, K, <br />ft/s <br />Velocity Head: <br />0.07 <br />ft <br />Specific Energy: <br />0.29 <br />ft <br />Froude Number: <br />0.84 <br />Flow Type: <br />Subcritical <br />Segment Roughness <br />Start Station End Station RRoug nes <br />(-0+05.28, (0 +32.78, 0.035 <br />6977.96) 6981.00) <br />Section Geometry <br />Station Elevation <br />-0 +05.28 6977.96 <br />-0+01.00 6975.00 <br />