4.7 Article

Numerical investigation of sediment transport mechanism under breaking waves by DEM-MPS coupling scheme

Journal

COASTAL ENGINEERING
Volume 175, Issue -, Pages -

Publisher

ELSEVIER
DOI: 10.1016/j.coastaleng.2022.104146

Keywords

Sediment transport; Surf and swash zones; Discrete element method; Moving particle semi-implicit method; Obliquely descending eddy

Funding

  1. JSPS KAKENHI [JP18H03796, JP18K04366, JP21H01433]

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This article investigated the sediment transport mechanisms generated by vortices in the surf and swash zones. A numerical simulation method was used to study sediment transport, and the results revealed the contribution of vortices to sediment transport near the wave crest and explored the mechanisms at the individual sediment grain level.
Plunging waves generate vortices that suspend significant amounts of sediment in the key sediment transport mechanism in the surf and swash zones of beaches, causing major changes in the beach morphology over time. The intermittency and locality of vortices and sediment transport make it difficult to measure the flow fields and sediment concentrations in laboratory experiments or field investigations, making such studies of limited value for studying the sediment transport at beaches or as a basis for predicting changes in beach morphology. An attempt is made in this study to overcome these shortcomings through a particle-scale numerical investigation of sediment transport mechanisms under breaking waves. The numerical simulation was performed using threedimensional coupling of the discrete element method (DEM) and moving particle semi-implicit (MPS) method, with the validity of the numerical model confirmed by comparison with experimental results obtained in a small wave flume. The numerical results revealed the intra-wave sediment motion and the contribution of the wavegenerated pressure gradient to the sediment transport near the ripple crest. Sediment transport mechanisms was investigated at the spatial scale of the individual sediment grains by associating it with the vortices, turbulence, and exerted forces near the ripple trough. The results revealed that vortices generated at the water surface by plunging waves affected the bed material motions mainly through the action of a large pressure gradient force that arises near the bed surface owing to a local minimum of pressure, which can be associated with a vortex region.

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