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The principal coastal deliverables were:

• Conceptual sediment transport models (figure 1)
• Erosion/recession hazard maps
• Coastal inundation hazard maps

During site inspections at each beach, WRL’s coastal engineers collected sand samples that were dried and mechanically sieved in our laboratory to determine their particle size distribution. Additional samples were treated with hydrochloric acid to determine their percentage of carbonate content (which provides an indication of whether the sand originated directly adjacent to each beach).

Short-term beach erosion volumes were determined considering analysis of historical photogrammetry (stereo aerial photographs dating back to 1942), numerical erosion modelling and consensus values from a panel of experts with experience of coastal processes on the Eurobodalla coast.

The numerical model was calibrated against survey measurements of the erosion event of record, the May-June 1974 storm sequence, at the nearby Bengello Beach (just north of Moruya airport, figure 2). Erosion/recession maps were prepared for each beach using a probabilistic or deterministic approach, depending on the number of assets potentially at risk from this coastal hazard.

WRL’s coastal engineers had previously surveyed the high-water marks associated with wave action in the study area on a sandy beach (Malua Bay) after a major storm in August 1986, and over a seawall (Caseys Beach) after the June 2016 storm (figure 3). Coastal inundation modelling in this assessment was calibrated against these field measurements of debris lines indicating the maximum wave runup distance and areas exposed to wave overtopping.