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2019-09-10 Services & Organisation Committee Agenda
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SERVICES & ORGANISATION COMMITTEE MEETING AGENDA 10 SEPTEMBER 2019
Table 1: Noosa Spit Shoreline Erosion Management Plan Program
Phase Description Status Expected
Finish
1 Review existing reports and historical imagery; prepare a Complete 20 Apr
discussion paper. This will include a review of previous reports
and historical aerial imagery, with key findings presented in a
concise discussion paper.
2 Develop a calibrated coastal processes model. A coastal Complete 14 Jun
processes model will be developed and calibrated using data
obtained from a targeted campaign and existing datasets. The
Model extent will include lower Noosa River estuary and open
coast areas.
3 Bathymetric survey of Noosa river. Complete 7 Jun
4 Conceptual/numerical modelling of scenarios. The calibrated Complete 9 Aug
modelling tools will be used to investigate conceptual (and
plausible) river entrance configurations and the relationship
with erosion potential at the Noosa Spit and other points of
interest within the Noosa River.
5 Develop coastal erosion management strategy. This includes In Progress 6 Sep
the development of coastal management strategies aimed at
reducing the erosive pressure at the Noosa Spit and Doggie
Beach while maintaining the social and recreational values
associated with the area and not causing undesirable impacts
at other locations.
6 Stakeholder engagement workshop in Noosa. Upcoming 20 Sep
7 Pre-lodgement style engagement with State regulators In Progress 27 Sep
potentially seeking long-term approval for strategy.
8 Final SEMP reporting, including review and consultation Upcoming 25 Oct
period.
3. Modelling Results
The results of the investigation provided the following:
The geotextile training wall at the western end of the Spit beach has undoubtedly been
successful in alleviating erosion pressures towards the western end of the beach.
Recent erosion in the middle of Noosa Spit was worse under the current configuration than
under any of the other configurations.
Configurations where there is a well-developed central channel, such as observed in 2010
or immediately after a large flood event allow greater conveyance of water, with higher high
tides and lower low tides in the river when compared with the existing condition.
A Noosa Spit breakthrough would result in high tides being higher along Noosa Sound, in
the order of 10-15cm during peak spring tides. Further modelling is being undertaken to
quantify the effect of this change during storm tide events.
4. Next Steps
The next phase of this project is to develop a coastal management strategy for the Noosa Spit
region that reduces erosion at Noosa Spit, does not adversely impact other regions and aligns
with Noosa values. A long list of potential options was developed by the Noosa Spit project
control group and was refined to a short list of options in consultation with BMT and members of
the Queensland Government’s Department of Environment and Science.
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