4.7 Article

Particle methods in ocean and coastal engineering

期刊

APPLIED OCEAN RESEARCH
卷 114, 期 -, 页码 -

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.apor.2021.102734

关键词

Particle methods; Wave hydrodynamics; Breaking wave; Wave-structure interaction; Slamming Air entrainment Hydroelasticity; Porous media; Sloshing; Marine renewables; Sediment; Scouring; Smoothed Particle Hydrodynamics; Moving Particle Semi-implicit Method

资金

  1. National Natural Science Foundation of China [51879051, 52031002]
  2. Program of Introducing Talents of Discipline to Universities [BC2018038]
  3. Fundamental Research Funds for the Central Universities [2021QNA4036]
  4. Zhejiang University
  5. Sichuan Science and Technology Program [2021YFH0044]

向作者/读者索取更多资源

This paper provides a state-of-the-art review on the applications of particle methods in hydrodynamics-related problems in ocean and coastal engineering, covering wave hydrodynamics, wave-structure interactions, and wave-current-sediment interactions. The focus is on the latest advancements in enhancing numerical stability, accuracy, efficiency, and consistency in particle methods, as well as the potential future extensions of these methods to a wider range of applications in ocean and coastal engineering.
This paper aims at providing a state-of-the-art review on the applications of particle methods in hydrodynamicsrelated problems in ocean and coastal engineering. The problems are placed into three categories according to their physical characteristics, namely, wave hydrodynamics and corresponding mass (air, oil, etc.) transport, wave-structure interaction, and wave-current-sediment interaction. For the first category, particle-based simulations of wave generation, propagation, breaking, as well as the associated turbulence production and dissipation, air entrainment, and mass transport, are reviewed. For wave-structure interaction, extensive structural types are considered that include fixed and moving (floating) structures, rigid and deformable structures, impermeable and porous structures, etc. For the third category, the latest advances of particle methods in wave/ current interaction with sediments, i.e., sediment transport and coastal morphological changes, are outlined. This article also reviews the latest developments of particle methods with respect to enhancement of numerical stability, accuracy, efficiency and consistency in order to handle the multi-physics and multi-scale problems emerging from coastal and ocean engineering practices. Finally, the future perspectives of extending particle methods to a wider range of ocean and coastal engineering applications are highlighted.

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