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Numerical simulation of breaking waves by large eddy simulation and vof method

Qun Zhao, +1 more
- Vol. 1, Iss: 26, pp 892-905
TLDR
In this paper, the VOF method for free surface flow is applied to simulate breaking waves incident on a submerged reef and an efficient numerical wave channel with two absorbing boundaries is developed.
Abstract
In this paper, the VOF method for free surface flow is applied to simulate breaking waves incident on a submerged reef. An efficient numerical wave channel with two absorbing boundaries is developed. Corresponding boundary conditions are prescribed. Smagorinsky's sub-grid scale model is incorporated to account for the sub-grid scale turbulence. Numerical results are compared with laboratory measurements.

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Citations
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Journal ArticleDOI

Three-dimensional Large Eddy Simulation of air entrainment under plunging breaking waves

TL;DR: In this article, the authors presented and discussed the results obtained from simulating three-dimensional plunging breaking waves by solving the Navier-Stokes equations, in air and water, coupled with a dynamic subgrid scale turbulence model (Large Eddy Simulation, LES).
Journal ArticleDOI

Large eddy simulation of breaking waves

TL;DR: In this article, a numerical model is used to simulate wave breaking, the large scale water motions and turbulence induced by the breaking process, and the model consists of a free surface model using the surface markers method combined with a three-dimensional model that solves the flow equations.
Journal ArticleDOI

Large eddy simulation of spilling and plunging breakers

TL;DR: In this article, a Navier-Stokes solver with a free surface model is used for simulating wave breaking, undertow, and turbulence in breaking waves, and the results for the wave height decay and undertow have been obtained.
Journal ArticleDOI

Numerical simulation of breaking waves using a two-phase flow model

TL;DR: In this article, a numerical two-phase flow model for incompressible viscous fluid is presented for the simulation of wave propagation in shallow water, including the processes of wave shoaling, wave breaking, wave reflection and air movement.
Journal ArticleDOI

Numerical simulation of breaking waves by a multi-scale turbulence model

TL;DR: In this paper, a two-dimensional multi-scale turbulence model is proposed to study breaking waves, which shows improving agreement with experimental measurements in terms of surface elevations, particle velocities, wave height distributions and undertow profiles.
References
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Journal ArticleDOI

Volume of fluid (VOF) method for the dynamics of free boundaries

TL;DR: In this paper, the concept of a fractional volume of fluid (VOF) has been used to approximate free boundaries in finite-difference numerical simulations, which is shown to be more flexible and efficient than other methods for treating complicated free boundary configurations.
Journal ArticleDOI

A numerical study of three-dimensional turbulent channel flow at large Reynolds numbers

TL;DR: In this article, the three-dimensional, primitive equations of motion have been integrated numerically in time for the case of turbulent, plane Poiseuille flow at very large Reynolds numbers.
Journal ArticleDOI

A numerical study of breaking waves in the surf zone

TL;DR: In this paper, a nonlinear Reynolds stress model is employed to relate the Reynolds stresses and the strain rates of the mean flow for a single wave propagating over a long distance in a constant depth.
Book

Physical models and laboratory techniques in coastal engineering

TL;DR: This book is about the art and science of physical modeling as applied in coastal engineering, and consolidates and synthesizes into a single text much of the knowledge about physical modeling that has been developed worldwide.
Journal ArticleDOI

A computer study of finite-amplitude water waves

TL;DR: In this article, the nonlinear properties of finite-amplitude water waves are modelled by a numerical method based on the Marker and Cell technique, which is shown to be a valid tool for analyzing incompressible flows with a free surface under transient conditions.
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