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Worksheet for 1OA-1A Cap <br /> Project Description <br /> Flow Element: Irregular Section <br /> Friction Method: Manning Formula <br /> Solve For: Normal Depth <br /> Input Data <br /> Channel Slope: 0.33000 E--M-4. (RX&PA.Vka> ft/ft <br /> Discharge: 3.88 ft/s <br /> Options <br /> Current Roughness Weighted Meth( Improvedi-otters <br /> Open Channel Weighted Roughnes: ImprovedLotters <br /> Closed Channel Weighted Roughne Hortons <br /> Results <br /> Roughness Coefficient: 0.045 t— MAX. <br /> Water Surface Elevation: 6447.94 — ft <br /> Elevation Range: 6447.50 to 6451.04 ft <br /> Flow Area: 0.58 ft2 <br /> Wetted Perimeter: 2.78 ft <br /> Top Width: 2.64 ft <br /> Normal Depth: 0.44 < c.K. 12.E �tZ<N) ft <br /> Critical Depth: 0.70 ft <br /> Critical Slope: 0.07432 ft/ft <br /> Velocity: 6.68 ft/s <br /> Velocity Head: 0.69 ft <br /> Specific Energy: 1.13 ft <br /> Froude Number: 2.51 <br /> Flow Type: Supercritical <br /> Segment Roughness <br /> Start Station End Station Roughness <br /> Coefficient <br /> (-0+40.00, (0+32.95, 0.045 <br /> 6448.17) 6450.00) <br /> Section Geometry <br /> Station Elevation <br /> -0+40.00 6448.17 <br /> -0+02.00 6448.17 <br />