This paper describes the formulation, verification, and validation of a depth-integrated, non-hydrostatic model with a semi-implicit, finite difference scheme. The formulation builds on the nonlinear shallow-water equations and utilizes a non-hydrostatic pressure term to describe weakly dispersive waves. A momentum-conserved advection scheme enables modeling of breaking waves without the aid of analytical solutions for bore approximation or empirical equations for energy dissipation. An upwind scheme extrapolates the free-surface elevation instead of the flow depth to provide the flux in the momentum and continuity equations. This greatly improves the model stability, which is essential for computation of energetic breaking waves and run-up...
The run-up of non-breaking and breaking solitary waves on a uniform plane beach connected to a const...
We propose an efficient model for the description of the three-dimensional (3-D) evolution of breaki...
International audienceThe modeling of wave breaking dissipation in coastal areas is investigated wit...
Ph.D. University of Hawaii at Manoa 2012.Includes bibliographical references.This dissertation prese...
In this study, a two-dimensional depth-integrated non-hydrostatic wave model is developed. The model...
This dissertation develops a series of non-hydrostatic pressure wave models based on the finite elem...
International audienceThe modeling of wave breaking dissipation in shallow water within a fully nonl...
A shock-capturing, finite volume implementation of recently proposed non-hydrostatic two-dimensional...
In this paper, we propose a two-layer depth-integrated non-hydrostatic system with improved dispers...
We extend a recently proposed 2D depth-integrated Finite Volume solver for the nonlinear shallow wa-...
In this paper, a moving boundary technique is developed to investigate wave runup and rundown with d...
A new method is proposed for simulating the energy dissipation resulting from depth-limited wave bre...
We consider a two steps solution procedure composed by: a first step where the non hydrostatic sourc...
This study proposes a numerical model based on the depth-integrated non-hydrostatic shallow water eq...
The run-up of non-breaking and breaking solitary waves on a uniform plane beach connected to a const...
We propose an efficient model for the description of the three-dimensional (3-D) evolution of breaki...
International audienceThe modeling of wave breaking dissipation in coastal areas is investigated wit...
Ph.D. University of Hawaii at Manoa 2012.Includes bibliographical references.This dissertation prese...
In this study, a two-dimensional depth-integrated non-hydrostatic wave model is developed. The model...
This dissertation develops a series of non-hydrostatic pressure wave models based on the finite elem...
International audienceThe modeling of wave breaking dissipation in shallow water within a fully nonl...
A shock-capturing, finite volume implementation of recently proposed non-hydrostatic two-dimensional...
In this paper, we propose a two-layer depth-integrated non-hydrostatic system with improved dispers...
We extend a recently proposed 2D depth-integrated Finite Volume solver for the nonlinear shallow wa-...
In this paper, a moving boundary technique is developed to investigate wave runup and rundown with d...
A new method is proposed for simulating the energy dissipation resulting from depth-limited wave bre...
We consider a two steps solution procedure composed by: a first step where the non hydrostatic sourc...
This study proposes a numerical model based on the depth-integrated non-hydrostatic shallow water eq...
The run-up of non-breaking and breaking solitary waves on a uniform plane beach connected to a const...
We propose an efficient model for the description of the three-dimensional (3-D) evolution of breaki...
International audienceThe modeling of wave breaking dissipation in coastal areas is investigated wit...