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Maximum water level above MSL in Sydney Harbour.
(a) Maximum water level for P90high in Sydney Harbour.
(c) North thalweg maximum water level shown against distance from Sydney Harbour entrance (river km).
These patterns may provide some predictive capability for maximum water level attenuation for comparable locations.
(b) South thalweg maximum water level shown against distance from Sydney Harbour entrance (river km).
Without the dominant effects of the Spit Bridge bottleneck, the data from the southern thalweg shows that maximum water level attenuations for all scenarios follow an approximately linear trend (e.g. maximum water level attenuation for the scenario P90high is 1 m for 16.75 river km, for P85high maximum water level attenuation is 0.26 m over the same distance).
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Embayments further from the mouth of the Harbour, such as those near Anzac Bridge also show higher maximum water levels than those in the main Harbour channel.
The largest maximum water levels (>8 m) occur in exposed, funnel-shaped bays and wave amplification is greatest at locations exposed to the open ocean: >7 times deep water wave heights for 9.0 MW source waves.
Maximum water levels are consistently highest at the most exposed bays, where there is a shallow, funnelling channel that does not allow the through flow of water (Fig. 6a).
A south and a north thalweg line are mapped in Fig. 6a and the maximum water levels for all scenarios along those lines are plotted in Fig. 6b for the southern thalweg and Fig. 6c for the northern thalweg.
Mayo and Lin plug these parameters into algorithms that work like sophisticated versions of high school physics problems: solve the equations for conservation of mass and momentum to estimate maximum water levels at each site.
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