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Cross Section for Sect 10-5 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: 0.050 <br />Channel Slope: 0.0178 WIt <br />Normal Depth: 0.53 ft <br />Elevation Range: 5399.74 to 5401.26 ft <br />Discharge: 7.81 fN /s <br />�— - ---- -- --8.64 ft <br />0.53 ft <br />V_ 1 <br />Fk 1 <br />