An interface-preserving level set method is incorporated into the Reynolds- Averaged Navier-Stokes (RANS) numerical method for the time-domain simulation of green water effects. This generalized method can be used to evaluate two- and three-dimensional, laminar and turbulent, free surface flows in moving non-orthogonal grids. In the method, free surface flows are modeled as immiscible two-phase (air and water) flows. A level set function is used to mark the individual fluids and the free surface itself is represented by the zero level set function. The level set evolution equation is coupled with the conservation equations for mass and momentum, and solved in the transformed plane. Chimera domain decomposition technique is employed to handl...
This paper presents a verified model of weakly non-linear wave sloshing in shallow basins, based on ...
A two-phase model has been developed to simulate hydrodynamic wave loading in different offshore env...
Critical issues arising from the governing nonlinear equations in surface water hydrodynamic include...
An interface-preserving level set method is incorporated into the Reynolds-Averaged Navier-Stokes (R...
In the present study, a fifth-order weighted essentially non-oscillatory (WENO) scheme was built for...
We develop a numerical model capable of simulating three-dimensional, turbulent free surface flows i...
A level set formulation in a generalized curvilinear coordinate is developed to simulate the free su...
An immersed boundary method is applied to simulate the green water over a fixed deck by combining a ...
In this investigation the Reynolds-Averaged Navier-Stokes (RANS) equations are modified to account f...
xii, 160 leaves : ill. ; 28 cm.Includes abstract and appendices.Includes bibliographical references ...
In this paper we present a summary of numerical methods for solving free surface and two fluid flow ...
Numerical simulation of wave behaviour in shallow and deep water is often a key aspect of ocean, co...
Interface tracking methods for segregated flows such as breaking ocean waves are an important tool i...
Mesh-free Lagrangian Computational Fluid Dynamics is a numerical scheme where the computational poin...
An understanding of liquid sloshing is of primary concern to the design and operation of Liquefied N...
This paper presents a verified model of weakly non-linear wave sloshing in shallow basins, based on ...
A two-phase model has been developed to simulate hydrodynamic wave loading in different offshore env...
Critical issues arising from the governing nonlinear equations in surface water hydrodynamic include...
An interface-preserving level set method is incorporated into the Reynolds-Averaged Navier-Stokes (R...
In the present study, a fifth-order weighted essentially non-oscillatory (WENO) scheme was built for...
We develop a numerical model capable of simulating three-dimensional, turbulent free surface flows i...
A level set formulation in a generalized curvilinear coordinate is developed to simulate the free su...
An immersed boundary method is applied to simulate the green water over a fixed deck by combining a ...
In this investigation the Reynolds-Averaged Navier-Stokes (RANS) equations are modified to account f...
xii, 160 leaves : ill. ; 28 cm.Includes abstract and appendices.Includes bibliographical references ...
In this paper we present a summary of numerical methods for solving free surface and two fluid flow ...
Numerical simulation of wave behaviour in shallow and deep water is often a key aspect of ocean, co...
Interface tracking methods for segregated flows such as breaking ocean waves are an important tool i...
Mesh-free Lagrangian Computational Fluid Dynamics is a numerical scheme where the computational poin...
An understanding of liquid sloshing is of primary concern to the design and operation of Liquefied N...
This paper presents a verified model of weakly non-linear wave sloshing in shallow basins, based on ...
A two-phase model has been developed to simulate hydrodynamic wave loading in different offshore env...
Critical issues arising from the governing nonlinear equations in surface water hydrodynamic include...