Add to ORKGA numerical and experimental analysis of the wave overtopping over emerged and submerged structures, is presented. An original model is used in order to simulate three-dimensional free surface flows. The model is based on the numerical solution of the motion equations expressed in an integral form in time-dependent curvilinear coordinates. A non-intrusive and continuous-in-space image analysis technique, which is able to properly identify the free surface even in very shallow waters or breaking waves, is adopted for the experimental tests. Numerical and experimental results are compared, for several wave and water depth conditions
Water wave overwash of a step by small steepness, regular incident waves is analysed using a computa...
We propose a three-dimensional numerical model for non-hydrostatic free surface flows in which the N...
A significant proportion of the world's population and physical assets are located in low lying coa...
A numerical and experimental analysis of the wave overtopping over emerged and submerged structures,...
We present a study of wave overtopping of barriers. The phenomenon of the wave overtopping over emer...
Wave run-up and overtopping of coastal structures have been extensively studied over the last 30 yea...
A one-dimensional high-resolution finite volume model capable of simulating storm waves propagating ...
The main objective of Workpackage 5 is to use numerical simulation of wave overtopping in order to s...
Wave overtopping is one of the most important processes for the design of seawalls. During the past ...
In this paper, a shock-capturing numerical model, based on the combined solution of Boussinesq and n...
In this paper we propose a new numerical model for the simulation of the wave breaking. The three-di...
Rapid climate change and the corresponding estimated sea level rise can affect the performance of th...
To better understand individual violent wave overtopping, of significance for coastal defence design...
Proceedings of the Seventh International Conference on Hydroscience and Engineering, Philadelphia, P...
This paper presents a study of run-up/overtopping over a smooth impermeable dike with promenade usi...
Water wave overwash of a step by small steepness, regular incident waves is analysed using a computa...
We propose a three-dimensional numerical model for non-hydrostatic free surface flows in which the N...
A significant proportion of the world's population and physical assets are located in low lying coa...
A numerical and experimental analysis of the wave overtopping over emerged and submerged structures,...
We present a study of wave overtopping of barriers. The phenomenon of the wave overtopping over emer...
Wave run-up and overtopping of coastal structures have been extensively studied over the last 30 yea...
A one-dimensional high-resolution finite volume model capable of simulating storm waves propagating ...
The main objective of Workpackage 5 is to use numerical simulation of wave overtopping in order to s...
Wave overtopping is one of the most important processes for the design of seawalls. During the past ...
In this paper, a shock-capturing numerical model, based on the combined solution of Boussinesq and n...
In this paper we propose a new numerical model for the simulation of the wave breaking. The three-di...
Rapid climate change and the corresponding estimated sea level rise can affect the performance of th...
To better understand individual violent wave overtopping, of significance for coastal defence design...
Proceedings of the Seventh International Conference on Hydroscience and Engineering, Philadelphia, P...
This paper presents a study of run-up/overtopping over a smooth impermeable dike with promenade usi...
Water wave overwash of a step by small steepness, regular incident waves is analysed using a computa...
We propose a three-dimensional numerical model for non-hydrostatic free surface flows in which the N...
A significant proportion of the world's population and physical assets are located in low lying coa...