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Worksheet for Section 20 -4v �Vatoc,Y1r� <br />Project Description <br />Flow Element: Irregular Section <br />Friction Method: Manning Formula <br />Solve For: Normal Depth <br />Input Data <br />Channel Slope: 0.08580 ft/ft <br />Discharge: 3.64 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 />5374.44 <br />ft <br />Elevation Range: <br />5374.04 to 5375.12 ft <br />Flow Area: <br />0.87 <br />ft2 <br />Wetted Perimeter: <br />4.47 <br />ft <br />Top Width. <br />4.40 <br />ft <br />Normal Depth: <br />0.40 <br />ft <br />Critical Depth: <br />0.48 <br />ft <br />Critical Slope: <br />0.02928 <br />ft/ft <br />Velocity: <br />4.18 -e O. K . <br />ft/s <br />Velocity Head: <br />0.27 <br />ft <br />Specific Energy: <br />0.67 <br />ft <br />Froude Number: <br />1.66 <br />Flow Type: <br />Supercritical <br />Segment Roughness <br />Start Station End Station Roughness <br />Coefficient <br />(0 +00.00, (0 +11.66, 0.035 <br />5375.12) 5375.07) <br />Section Geometry <br />Station Elevation <br />0 +00.00 5375.12 <br />0 +04.64 5374.04 <br />