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PA3660-Coastal Hazard Assessment - 4 arakoon
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Figure 6-1 shows a conceptual representation of the erosion and accretion zones associated with storm
induced erosion predicted by Vellinga (1983).
Figure 6-2 Sketch of pre-storm and predicted post-storm profiles based on Vellinga (1983)
The Department provides the following recommendation in relation to defining a storm event:
“For a tide-dominated coast where storm tide levels can be large, the parameters
adopted for the minimum design storm are:
storm tide level corresponding to an average recurrence interval of 1-in-100 years; and,
wave height for a moderate storm using the 1-in-20-year significant wave height (Hs).
However, for wave-dominated coastlines where extreme storm tide levels can be
relatively minor, such as the Gold Coast, the significant wave height and duration
of the storm event are major factors influencing short-term erosion, rather than
storm tide. Hence it may be necessary to consider a larger wave event (for
example, a storm event with a 1-in-100 ARI) and a moderate storm tide level.
Decisions on appropriate parameters to be used must be based on local
conditions and the experience of the coastal engineer undertaking the
assessment.”
In relation to the probability of such an event occurring the Department of Environment and Heritage
Protection (2013) states:
“Although the abovementioned probability of occurrence may appear to be fairly
high, it is considered that this choice is reasonable when considered in
conjunction with the method used to determine erosion prone area widths. This
method implies that the erosion prone area has sufficient width to accommodate
the design storm erosion in 100 years’ time, when all of the estimated long-term
erosion has occurred. Therefore, it also follows that for much of the 100-year
planning period, the erosion prone area is sufficient to accommodate a larger
11 April 2024 4-6 ARAKOON CRESCENT, SUNSHINE BEACH PA3660-RHD-XX-ZZ-RP-Z-0001 27
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