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Cross Section for Section 10-6 revised <br />Project Description <br />Flow Element: Irregular Section <br />Friction Method: Manning Formula <br />Solve For Normal Depth <br />Section Data <br />Roughness Coefficient: <br />0.050 <br />Channel Slope: <br />0.0204 ft/ft <br />Normal Depth: <br />0.51 ft <br />Elevation Range: <br />5402.66 to 5405.94 ft <br />Discharge: <br />7.81 ft3 /S <br />7.78 ft <br />0.51 ft <br />V1 N <br />H: 1 <br />