4.7 Article

Wave-Driven Hydrodynamic Processes Over Fringing Reefs With Varying Slopes, Depths, and Roughness: Implications for Coastal Protection

期刊

出版社

AMER GEOPHYSICAL UNION
DOI: 10.1029/2022JC018857

关键词

coral reef; wave runup; roughness; infragravity waves; numerical modeling; canopy flow

资金

  1. ARC [FT110100201, DP140102026]
  2. University of Western Australia Research Collaboration Award
  3. Hydroand morphodynamics during extreme events at Deltares [11200604]

向作者/读者索取更多资源

Wave breaking on steep fore-reef slopes can dissipate incident waves, but wave setup and infragravity waves contribute to wave-driven water levels. Laboratory experiments and numerical models show that fore-reef slope controls wave runup on reef-fronted beaches, while beach slope controls wave runup on plane beaches. The presence of tall roughness elements on reef flats can significantly reduce wave runup.
Wave breaking on the steep fore-reef slopes of shallow fringing reefs can be effective at dissipating incident sea-swell waves prior to reaching reef shorelines. However, wave setup and free infragravity waves generated during the sea-swell breaking process are often the largest contributors to wave-driven water levels (wave runup) at the shoreline. Laboratory flume experiments and a two-dimensional vertical phase-resolving nonhydrostatic wave-flow model, which includes a canopy model to predict drag forces generated by roughness elements, were used to investigate wave-driven water levels for along-shore uniform fringing reefs. In contrast to many previous studies, both the laboratory experiment and the numerical model account for the effects of large bottom roughness. The numerical model reproduced the observations of the wave transformation and runup over both smooth and rough reef profiles. The numerical model was then extended to quantify the influence of reef geometry and compared to simulations of plane beaches lacking a reef. For a fixed offshore forcing condition, the fore-reef slope controlled wave runup on reef-fronted beaches, whereas the beach slope controlled wave runup on plane beaches. As a result, the coastal protection utility of reefs is dependent on these slopes. For our examples, with a fore-reef slope of 1/5 and a 500 m prototype reef flat length, a beach slope of similar to 1/30 marked the transition between the reef providing runup reduction for steeper beach slopes and enhancing wave runup for milder slopes. Roughness coverage, spacing, dimensions, and drag coefficient were investigated, with results indicating the greatest runup reductions were due to tall roughness elements on the reef flat.

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