Assuming no reflection, utilize the suitable analytical model to determine the tidal range at various distances from the estuary mouth, using $1$ km intervals ranging from $0$ to $20$ km $.$ Present the results in a table format. The friction coefficient is to be assumed as $\backslash (\backslash$mu$=0\mathrm{.}5\backslash$mathrm$\{$r$\}/\backslash$mathrm$\{$c$\}\backslash ),$ where r represents the friction factor and c denotes the tidal celerity. The bed drag coefficient is set at $0\mathrm{.}002,$ and the flow velocity is $\backslash (1\backslash$mathrm$\{$~m$\}/\backslash$mathrm$\{$s$\}\backslash ).$

In the event of a $0\mathrm{.}5$ m rise in sea level, recalculate the tidal ranges indicated in previous section by modifying the parameters previously applied. Create a plot comparing the tidal ranges before and after the sea level rise against the distance from the mouth, and identify the segment of the estuary that experiences the greatest increase in tidal range as a result of the sea level rise.