Hydrodynamics and Sediment Transport Under Solitary Waves in the Swash Zone

Swash–swash interaction is a common natural phenomenon in the nearshore region, characterized by complex fluid motion. The characteristics of swash–swash interaction are crucial to sediment transport, subsequently affecting the beach morphology. This study investigates the hydrodynamics and sediment transport in swash–swash interaction under two successive solitary waves using a two-phase Smoothed Particle Hydrodynamics (SPH) model. The effects of the time interval between the two waves are examined. It is shown that the time interval has a minor effect on the breaking and swash–swash interacting patterns as well as the final beach morphology but influences the run-up of the second wave and the instantaneous sediment flux. Under wave breaking in the swash–swash interaction, there is significant sediment suspension due to strong vortices, and the suspended sediment forms a plume upward from the bed. The sediment plumes gradually settle down as the vortices decay. These insights enhance the understanding of sediment transport and beach morphology under complex swash–swash interaction.

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Publication Details

Journal
Journal of Marine Science and Engineering
Published
2024-09-23
DOI
https://doi.org/10.3390/jmse12091686
Citations
3
Primary Topic
Coastal and Marine Dynamics
Type
article
Field-Weighted Citation Impact
1.55

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article

Hydrodynamics and Sediment Transport Under Solitary Waves in the Swash Zone

Huabin Shi, Xiafei Guan, Shuo Li, Wenxin Li
3 citations
Journal of Marine Science and Engineering
Coastal and Marine Dynamics
1.55
article

Hydrodynamics and Sediment Transport Under Solitary Waves in the Swash Zone

Huabin Shi, Xiafei Guan, Shuo Li, Wenxin Li
article en
3 citations

Abstract

Swash–swash interaction is a common natural phenomenon in the nearshore region, characterized by complex fluid motion. The characteristics of swash–swash interaction are crucial to sediment transport, subsequently affecting the beach morphology. This study investigates the hydrodynamics and sediment transport in swash–swash interaction under two successive solitary waves using a two-phase Smoothed Particle Hydrodynamics (SPH) model. The effects of the time interval between the two waves are examined. It is shown that the time interval has a minor effect on the breaking and swash–swash interacting patterns as well as the final beach morphology but influences the run-up of the second wave and the instantaneous sediment flux. Under wave breaking in the swash–swash interaction, there is significant sediment suspension due to strong vortices, and the suspended sediment forms a plume upward from the bed. The sediment plumes gradually settle down as the vortices decay. These insights enhance the understanding of sediment transport and beach morphology under complex swash–swash interaction.

Journal of Marine Science and EngineeringVol. 12(9)
University of Macau (MO), Sichuan University (CN), Southern University of Science and Technology (CN), Southern Marine Science and Engineering Guangdong Laboratory (Guangzhou) (CN), Southern Marine Science and Engineering Guangdong Laboratory (Zhuhai) (CN), State Key Laboratory of Hydraulics and Mountain River Engineering, City University of Macau (MO)
National Natural Science Foundation of China, Basic and Applied Basic Research Foundation of Guangdong Province
Life below water
Openalex Percentile: Top 19%
Coastal and Marine Dynamics
1.55
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Hydrodynamics and Sediment Transport Under Solitary Waves in the Swash Zone — Huabin Shi, Xiafei Guan, et al. · Journal of Marine Science and Engineering (2024) | TGRS Research Map | TGRS