Simulating waves induced by landslide using coupled smoothed particle hydrodynamics and discrete element method: Evaluating the impact of irregular rock shapes DOI
Jiazhao Sun, Li Zou, N. Govender

и другие.

Physics of Fluids, Год журнала: 2024, Номер 36(12)

Опубликована: Дек. 1, 2024

The morphology of rock plays an important role in the process landslide-induced wave, yet it is often neglected current studies. This work aims to fill this gap by investigating impact irregular shapes on wave generation and propagation via coupling smooth particle fluid dynamics discrete element method from a multi-scale perspective. Initially, induced column collapse reproduced validated against existing results. Subsequently, influence shapes, particularly aspect ratio particles waves, analyzed. findings indicate that spherical particles, due their low self-locking tendency simple force chain structure, exhibit higher average velocities more stable velocity changes during landslide process. Spherical generate larger free surface waves with smoother regular waveforms when entering water. In contrast, polyhedral produce multiple secondary peaks alongside main wave. height these negatively correlated ratio. Specifically, maximum run-up generated elliptical highest 11.7% lower than particles. research highlights mechanism tsunami dynamics, which provides theoretical foundation for disaster prediction assessment.

Язык: Английский

Review of smoothed particle hydrodynamics modeling of fluid flows in porous media with a focus on hydraulic, coastal, and ocean engineering applications DOI
Min Luo,

Xiujia Su,

Ehsan Kazemi

и другие.

Physics of Fluids, Год журнала: 2025, Номер 37(2)

Опубликована: Фев. 1, 2025

A comprehensive review is conducted on the application of Lagrangian mesh-free methods for simulating flows in various types porous media, ranging from fixed structures like coastal breakwaters to deformable and transportable media. Deformable media refer soil that may deform under influence currents waves, while involve processes such as sediment transport scour around hydraulic, coastal, ocean structures. This addresses problem dimensionality, governing equations, domain discretization schemes, interaction mechanisms, applications. The literature analysis reveals numerical techniques have been employed model complex between fluid solid phases, not all are physically or mathematically justifiable. However, some approaches significantly advanced modeling process over past two decades. Based these findings, a framework proposed guide construction models flow interactions with natural engineered It highlights effective approaches: (i) Three-dimensional (3D) pore-scale microscopic through large-sized particles using coupled smoothed particle hydrodynamics (SPH) discrete element method (DEM), (ii) two-dimensional (2D) macroscopic small-sized mixture theory SPH. mixture-theory-based particularly large-scale simulations SPH-DEM coupling enable precise fluid–solid interactions. serves researchers developing simulate engineering

Язык: Английский

Процитировано

2

Unresolved MPS-DEM coupling method for three-dimensional liquid-solid dam-break flows impacting on rigid structures DOI
Fengze Xie, Gang Pan, Weiwen Zhao

и другие.

Ocean Engineering, Год журнала: 2025, Номер 323, С. 120601 - 120601

Опубликована: Фев. 8, 2025

Язык: Английский

Процитировано

0

FLUID-SOLID COUPLING MODEL BASED ON DEM USING OpenFOAM AND preCICE DOI

Gaku FURUHATA,

Tetsuya SHINTANI

Japanese Journal of JSCE, Год журнала: 2025, Номер 81(16), С. n/a - n/a

Опубликована: Янв. 1, 2025

Язык: Английский

Процитировано

0

A motif based wall boundary model for smoothed particle hydrodynamics DOI
Piru Mohan Khan,

S.K. Nayak,

P.M. Nair

и другие.

Physics of Fluids, Год журнала: 2025, Номер 37(5)

Опубликована: Май 1, 2025

In free surface flow problems solved using the Smoothed Particle Hydrodynamics (SPH), solid walls (or rigid interfaces) are often represented as particles in order to provide adequate support computational kernel. These wall put severe restrictions on resolution of geometry and also significantly contribute memory footprint simulation. We propose a kernel motif-based boundary model through an implementation incompressible smoothed particle hydrodynamics. use global motif, which is rigidly translated SPH particle's projection onto element, providing full while pinning ensuring no penetration. This approach drastically reduces simulations that involve large area by reducing number degrees freedom. The method allows thin be immersed fluid, removing wall's minimum thickness. Several two-dimensional relevant offshore engineering presented test cases for validation.

Язык: Английский

Процитировано

0

Simulating waves induced by landslide using coupled smoothed particle hydrodynamics and discrete element method: Evaluating the impact of irregular rock shapes DOI
Jiazhao Sun, Li Zou, N. Govender

и другие.

Physics of Fluids, Год журнала: 2024, Номер 36(12)

Опубликована: Дек. 1, 2024

The morphology of rock plays an important role in the process landslide-induced wave, yet it is often neglected current studies. This work aims to fill this gap by investigating impact irregular shapes on wave generation and propagation via coupling smooth particle fluid dynamics discrete element method from a multi-scale perspective. Initially, induced column collapse reproduced validated against existing results. Subsequently, influence shapes, particularly aspect ratio particles waves, analyzed. findings indicate that spherical particles, due their low self-locking tendency simple force chain structure, exhibit higher average velocities more stable velocity changes during landslide process. Spherical generate larger free surface waves with smoother regular waveforms when entering water. In contrast, polyhedral produce multiple secondary peaks alongside main wave. height these negatively correlated ratio. Specifically, maximum run-up generated elliptical highest 11.7% lower than particles. research highlights mechanism tsunami dynamics, which provides theoretical foundation for disaster prediction assessment.

Язык: Английский

Процитировано

1