scispace - formally typeset
Journal ArticleDOI

Numerical analysis of breaking waves using the moving particle semi-implicit method

TLDR
In this paper, a moving particle semi-implicit (MPS) algorithm is used for two-dimensional incompressible non-viscous flow analysis and two types of breaking waves, plunging and spilling breakers, are observed in the calculation results.
Abstract
SUMMARY The numerical method used in this study is the moving particle semi-implicit (MPS) method, which is based on particles and their interactions. The particle number density is implicitly required to be constant to satisfy incompressibility. A semi-implicit algorithm is used for two-dimensional incompressible non-viscous flow analysis. The particles whose particle number densities are below a set point are considered as on the free surface. Grids are not necessary in any calculation steps. It is estimated that most of computation time is used in generation of the list of neighboring particles in a large problem. An algorithm to enhance the computation speed is proposed. The MPS method is applied to numerical simulation of breaking waves on slopes. Two types of breaking waves, plunging and spilling breakers, are observed in the calculation results. The breaker types are classified by using the minimum angular momentum at the wave front. The surf similarity parameter which separates the types agrees well with references. Breaking waves are also calculated with a passively moving float which is modelled by particles. Artificial friction due to the disturbed motion of particles causes errors in the flow velocity distribution which is shown in comparison with the theoretical solution of a cnoidal wave. © 1998 John Wiley & Sons, Ltd.

read more

Citations
More filters
Journal ArticleDOI

Flow over sills by the MPS mesh-free particle method

TL;DR: In this article, a moving particle semi-implicit method is used to model the free surface and velocity profiles of sill flow, along with modifications in its pressure calculation and boundary definition techniques.
Journal ArticleDOI

SPH Simulation of shallow water wavepropagation

TL;DR: In this paper, smoothed particle hydrodynamics (SPH) has been shown to be useful to study the propagation of nonlinear water waves generated in a numerical flume, and an explicit dynamic free surface boundary condition has been imposed in the SPH model for steady long time simulation.
Journal ArticleDOI

Dynamic analysis of ultrasonically levitated droplet with moving particle semi-implicit and distributed point source method

TL;DR: In this article, a droplet with a free surface boundary is simulated with the distributed point source method (DPSM) and the moving particle semi-implicit (MPS) method, which do not require grids or meshes to handle the moving boundary with ease.
Journal ArticleDOI

A stable moving particle semi-implicit method with renormalized Laplacian model improved for incompressible free-surface flows

TL;DR: In this paper, a stable and accurate moving particle semi-implicit (MPS) for free-surface flows is presented, where a dummy particle is introduced to stabilize the renormalized Laplacian model on free surface and to enforce the free surface condition.
Journal ArticleDOI

Consistent Robin boundary enforcement of particle method for heat transfer problem with arbitrary geometry

TL;DR: Based on the Taylor series expansion, the Robin boundary condition for temperature is converted to the fitting function of internal rather than boundary particles and incorporated into least squares approach for discretization schemes.
References
More filters
Journal ArticleDOI

Moving-Particle Semi-Implicit Method for Fragmentation of Incompressible Fluid

TL;DR: In this paper, a moving-particle semi-implicit (MPS) method for simulating fragmentation of incompressible fluids is presented, where the motion of each particle is calculated through interactions with neighboring particles covered with the kernel function.
Journal ArticleDOI

Breaker type classification on three laboratory beaches

TL;DR: Breaker type, for waves on smooth concrete slopes, depends on beach slope m, wave period T, and either deep-water or breaker height, H 0 or Hb as discussed by the authors.
Related Papers (5)