In this paper, the hydrodynamic and free surface elevation fields in breaking waves are simulated by solving the integral and contravariant forms of the three-dimensional Navier–Stokes equations that are expressed in a generalized time-dependent curvilinear coordinate system, in which the vertical coordinate moves by following the free surface. A new k − l turbulence model in contravariant form is proposed; in this model, the mixing length, l, is defined as a function of the maximum water surface elevation variation. A new original numerical scheme is proposed. The main element of originality of the numerical scheme consists of the proposal of a new fifthorder reconstruction technique for the point values of the conserved variables on the c...
Wave breaking is widely recognized as a very challenging phenomenon to emulate using numerical/compu...
The paper considers the application of two numerical models to simulate the evolution of steep break...
We propose a three-dimensional numerical model for non-hydrostatic free surface flows in which the N...
In this paper we propose a new numerical model for the simulation of the wave breaking. The three-di...
We propose a one-equation turbulence model based on a modified closure relation for the length scale...
A new three-dimensional high-order shock-capturing model for the numerical simulation of breaking wa...
We propose a two-equation turbulence model based on modification of the k−ε standard model, for simu...
A two-phase flow model has been developed to study three-dimensional breaking waves over complex top...
In this paper a new numerical model for the simulation of the wave breaking is proposed. In order to...
We present a new three-dimensional numerical model for the simulation of breaking waves. In the prop...
A method for numerical investigation of nonlinear wave dynamics based on direct hydrodynamical model...
The scope of this work is to show the results obtained for simulating three-dimensional regular wave...
This paper presents the formulation and solution of a numerical model for breaking waves on uniform ...
A two-phase flow model, which solves the flow in the air and water simultaneously, is presented for ...
The paper employs a Reynolds-averaged Navier–Stokes (RANS) approach to investigate the time-dependen...
Wave breaking is widely recognized as a very challenging phenomenon to emulate using numerical/compu...
The paper considers the application of two numerical models to simulate the evolution of steep break...
We propose a three-dimensional numerical model for non-hydrostatic free surface flows in which the N...
In this paper we propose a new numerical model for the simulation of the wave breaking. The three-di...
We propose a one-equation turbulence model based on a modified closure relation for the length scale...
A new three-dimensional high-order shock-capturing model for the numerical simulation of breaking wa...
We propose a two-equation turbulence model based on modification of the k−ε standard model, for simu...
A two-phase flow model has been developed to study three-dimensional breaking waves over complex top...
In this paper a new numerical model for the simulation of the wave breaking is proposed. In order to...
We present a new three-dimensional numerical model for the simulation of breaking waves. In the prop...
A method for numerical investigation of nonlinear wave dynamics based on direct hydrodynamical model...
The scope of this work is to show the results obtained for simulating three-dimensional regular wave...
This paper presents the formulation and solution of a numerical model for breaking waves on uniform ...
A two-phase flow model, which solves the flow in the air and water simultaneously, is presented for ...
The paper employs a Reynolds-averaged Navier–Stokes (RANS) approach to investigate the time-dependen...
Wave breaking is widely recognized as a very challenging phenomenon to emulate using numerical/compu...
The paper considers the application of two numerical models to simulate the evolution of steep break...
We propose a three-dimensional numerical model for non-hydrostatic free surface flows in which the N...