We present a study of wave overtopping of barriers. The phenomenon of the wave overtopping over emerged structures is reproduced both numerically and experimentally. The numerical simulations are carried out by a numerical scheme for three-dimensional free-surface flows, which is based on the solution of the Navier-Stokes equations in a novel integral form on a time-dependent coordinate system. In the adopted numerical scheme, a novel wet-dry technique, based on the exact solution of the Riemann problem over the dry bed, is proposed. The experimental tests are carried out by adopting a nonintrusive and continuous-in-space image-analysis technique, which is able to properly identify the free surface even in very shallow waters or breaking wa...
Proceedings of the Seventh International Conference on Hydroscience and Engineering, Philadelphia, P...
This paper presents a numerical wave tank based on the overset mesh approach. Overset mesh is favour...
The present paper is the second of two companion papers on the investigations of wave overtopping fl...
We present a study of wave overtopping of barriers. The phenomenon of the wave overtopping over emer...
A numerical and experimental analysis of the wave overtopping over emerged and submerged structures,...
Wave overtopping is one of the most important processes for the design of seawalls. During the past ...
Wave run-up and overtopping of coastal structures have been extensively studied over the last 30 yea...
CYTED, 917PTE0538, 2017-202This paper presents a study of run-up/overtopping over a smooth impermeab...
The main objective of Workpackage 5 is to use numerical simulation of wave overtopping in order to s...
This paper presents a study of run-up/overtopping over a smooth impermeable dike with promenade usi...
Rapid climate change and the corresponding estimated sea level rise can affect the performance of th...
This research uses physical and numerical experiments to investigate the wave overtopping of a verti...
A one-dimensional high-resolution finite volume model capable of simulating storm waves propagating ...
Based on the filtered Navier-Stokes equations and Smagorinsky turbulence model, a numerical wave flu...
Under the numerical modelling work package of the EU funded CLASH project, the time accurate, free s...
Proceedings of the Seventh International Conference on Hydroscience and Engineering, Philadelphia, P...
This paper presents a numerical wave tank based on the overset mesh approach. Overset mesh is favour...
The present paper is the second of two companion papers on the investigations of wave overtopping fl...
We present a study of wave overtopping of barriers. The phenomenon of the wave overtopping over emer...
A numerical and experimental analysis of the wave overtopping over emerged and submerged structures,...
Wave overtopping is one of the most important processes for the design of seawalls. During the past ...
Wave run-up and overtopping of coastal structures have been extensively studied over the last 30 yea...
CYTED, 917PTE0538, 2017-202This paper presents a study of run-up/overtopping over a smooth impermeab...
The main objective of Workpackage 5 is to use numerical simulation of wave overtopping in order to s...
This paper presents a study of run-up/overtopping over a smooth impermeable dike with promenade usi...
Rapid climate change and the corresponding estimated sea level rise can affect the performance of th...
This research uses physical and numerical experiments to investigate the wave overtopping of a verti...
A one-dimensional high-resolution finite volume model capable of simulating storm waves propagating ...
Based on the filtered Navier-Stokes equations and Smagorinsky turbulence model, a numerical wave flu...
Under the numerical modelling work package of the EU funded CLASH project, the time accurate, free s...
Proceedings of the Seventh International Conference on Hydroscience and Engineering, Philadelphia, P...
This paper presents a numerical wave tank based on the overset mesh approach. Overset mesh is favour...
The present paper is the second of two companion papers on the investigations of wave overtopping fl...