Given: A $5$ m wide, rectangular channel goes from a very steep grade to a mild slope. The design discharge is $24\mathrm{.}8\frac{m^3}{s}$ and the normal depth and velocity on the steep slope were calculated to be $0\mathrm{.}33$ m and $15\frac{m}{s},$ respectively. On the mild slope, the normal depth and velocity were calculated to be $2\mathrm{.}96$ m and $1\mathrm{.}68\frac{m}{s},$ respectively. Determine the type of flow occurring in both channels. If a hydraulic jump occurs, evaluate the depth downstream of the hydraulic jump, the location of the jump, and the water surface profile classification