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2019-07-09 P&E Agenda - Item 10 - Attachment 1 - Coastal Hazards Risk, Vulnerability and Adaptation Assessment
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Noosa Shire Council Coastal Hazard Mapping III
Contents
4.2 Assessment Results 33
5 Hazard Classification 34
5.1 Introduction 34
5.2 Storm Tide inundation 34
5.3 Permanent Inundation from Sea-level Rise 34
5.4 Coastal Erosion 34
6 References 36
Appendix A Open Coast & Lower Noosa River Storm Tide Hazard Extent A-1
Appendix B Coincident Catchment Flooding & Storm Tide Hazard Extent B-1
Appendix C Storm Erosion Estimates C-1
Appendix D Calculated Erosion Distance Hazard Extent D-1
Appendix E Permanent Inundation due to Sea-Level Rise Extent E-1
List of Figures
Figure 1-1 QCoast2100 Phases 2
Figure 2-1 100 year ARI surge plus tide boundary condition applied at the entrance to the
Noosa River (Aurecon 2013) 7
Figure 3-1 Erosion Assessment Locations 12
Figure 3-2 Conceptual Illustration of the Open Coast Calculated Erosion Distance
Formula 14
Figure 3-3 Example Design Erosion Setback at North Shore Beach (ETA 626 shown in
Figure 3-1) 19
Figure 3-4 Bruun (1962) Concept of Recession due to Sea Level Rise 24
Figure 3-5 Schematic Beach/Dune Cross Section Showing Pre and Post Erosion Dune
Face and Dune Stability Profiles (from DECCW, 2010; after Nielsen et al.,
1992) 29
Figure 5-1 Flood Hazard Classification and Curves2 35
Figure C-1 Storm Erosion Estimate: ETA 578 (top), ETA 582 (middle) and ETA 596
(bottom) C-2
Figure C-2 Storm Erosion Estimate: ETA 602 (top), ETA 621.2 (middle) and ETA 622
(bottom) C-3
Figure C-3 Storm Erosion Estimate: ETA 626 (top), ETA 628 (middle) and ETA 630
(bottom) C-4
Figure C-4 Storm Erosion Estimate: ETA 632 (top), ETA 634 (middle) and ETA 636
(bottom) C-5
Figure C-5 Storm Erosion Estimate: ETA 638 (top), ETA 636 (middle) and ETA 642
(bottom) C-6
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