Mapping the susceptibility of reefs to rubble accumulation across the Great Barrier Reef
Shu Kiu Leung1, Peter J Mumby2
1Marine Spatial Ecology Lab, School of the Environment, University of Queensland, Level 5, Goddard Building, St. Lucia, QLD, Brisbane, 4072, Australia. shukiu.leung@uq.edu.au.
Abstract:
Disturbance-induced rubble accumulations are described as "killing fields" on coral reefs as coral recruits suffer high post-settlement mortality, creating a bottleneck for reef recovery. The increasing frequency of coral bleaching events, that can generate rubble once coral dies, has heightened concerns that rubble beds will become more widespread and persistent. But we currently lack the tools to predict where rubble is most likely to accumulate. Here, we developed a modelling framework to identify areas that are likely to accumulate rubble on forereef slopes across the Great Barrier Reef. The algorithm uses new high-resolution bathymetric and geomorphic datasets from satellite remote sensing. We found that 47 km of reef slope (3% of the entire reef surveyed), primarily in the southern region, could potentially reach 50% rubble cover. Despite being statistically significant (p < 0.001), the effects of depth and aspect on rubble cover were minimal, with a 0.2% difference in rubble cover between deeper and shallower regions, as well as a maximum difference of 0.8% among slopes facing various directions. Therefore, we conclude that the effects of depth and aspect were insufficient to influence ecological processes such as larval recruitment and recovery in different coral communities. Maps of potential rubble accumulation can be used to prioritise surveys and potential restoration, particularly after major disturbances have occurred.
Related Concept Videos
Habitat Fragmentation
Unsoundness of Aggregate due to Volume Change
Deleterious Substances in Aggregate
Another type of impurity is clay and fine material that...
Effect of Sea Water on Concrete
Concrete in areas between tide marks,...
Toughness and Hardness of Aggregate
Mortar Joint Deterioration in Masonry
The...


