Civil engineering hydraulics help please: $(10$ Pts$)$ A trapezoidal channel with a bed width of $13\mathrm{.}0$ ft and a side slope of $m=1\mathrm{.}0,$ has three reaches $A,B,$ and $C$ connected in series with the physical characteristics in the table below. For a discharge of $Q=795cfs$ through this channel, sketch the resulting water surface profiles, including the relative position of normal and critical depth for each reach. The length of the reaches can be assumed to be sufficiently long for the GVF profiles to develop fully.

$\backslash$table$[[$Reach$,$Bed slope, $S_0,$n$],[$A$,0\mathrm{.}0004,0\mathrm{.}015],[$B$,0\mathrm{.}009,0\mathrm{.}012],[$C$,0\mathrm{.}004,0\mathrm{.}016$