$(10)$ Using the data presented below, construct two graphs to describe the hydraulic geometry $($i$)$ at$-$a$-$station, and $($ii$)$ downstream in a channel.

At$-$a$-$station:

$\backslash$table$[[$Discharge $(m^3*s^{-1}),$Width $(m),$Mean Depth $(m),$Mean Velocity $(m*s^{-1})$