Using HEC$-$RAS, compute the water surface profile in Some Creek for a discharge of $10,000$ cfs$.$ Begin with a subcritical profile and a downstream water surface slope of $0\mathrm{.}0087$ as a boundary condition. Then do a mixed flow analysis with an upstream boundary condition of critical depth. The cross$-$section geometry, reach lengths, roughness values, and subsection breakpoints are shown in the following table. Analyze the results indicating where any hydraulic jumps may occur.

The upstream cross section for Some Creek at River Station $6000($ft$)$ is given by:

$\backslash$table$[[x(ft),$Elevation$($ft$),N$