Add to ORKGThe numerical wave flume VOFbreak2 for simulation of wave interaction with a rubble mound breakwater is presented. The key innovations are a porous flow model and wave boundary conditions. The porous flow is implemented using a Forchheimer model. At the boundaries waves are generated using a combined wave generation-absorption technique and are absorped using a numerical sponge layer.
This paper collects the results of several new 2D physical model tests on wave interaction with rubb...
ABSTRACTThe paper presents the numerical analysis of wave run-up over rubble-mound breakwaters cover...
Hydro-geotechnical stability of rubble mounds is investigated by means of experimental tests, CFD an...
This paper discusses the use of 2DVertical Computational Fluid Dynamics (2DV- CFD) numerical wave fl...
The design formula for rubble mound breakwaters by Van der Meer has an unclear Notional Permeability...
This paper presents the results of a systematic validation of numerical simulation of reflection and...
A more detailed understanding of porous flow inside a rubble-mound structure may have potential bene...
In the MAST-G6-S program numerical models will be developed for the description of wave motion on an...
The paper provides some developments of a numerical approach (“Numerical Calculation of Flow Within ...
Laboratory tests have been conducted to investigate flow motion and pore pressure attenuation within...
The main objective of this paper is to study the attenuation of the wave induced pore pressures insi...
The paper provides some results of a new procedure, developed by MEDUS, to analyze the hydrodynamic ...
A two-dimensional numerical model that can simulate plunging waves on permeable structures is descri...
This report describes experimental and numerical studies to investigate the the process of wave/brea...
In this paper the wave transmission past submerged breakwaters is investigated with the use of a 2D ...
This paper collects the results of several new 2D physical model tests on wave interaction with rubb...
ABSTRACTThe paper presents the numerical analysis of wave run-up over rubble-mound breakwaters cover...
Hydro-geotechnical stability of rubble mounds is investigated by means of experimental tests, CFD an...
This paper discusses the use of 2DVertical Computational Fluid Dynamics (2DV- CFD) numerical wave fl...
The design formula for rubble mound breakwaters by Van der Meer has an unclear Notional Permeability...
This paper presents the results of a systematic validation of numerical simulation of reflection and...
A more detailed understanding of porous flow inside a rubble-mound structure may have potential bene...
In the MAST-G6-S program numerical models will be developed for the description of wave motion on an...
The paper provides some developments of a numerical approach (“Numerical Calculation of Flow Within ...
Laboratory tests have been conducted to investigate flow motion and pore pressure attenuation within...
The main objective of this paper is to study the attenuation of the wave induced pore pressures insi...
The paper provides some results of a new procedure, developed by MEDUS, to analyze the hydrodynamic ...
A two-dimensional numerical model that can simulate plunging waves on permeable structures is descri...
This report describes experimental and numerical studies to investigate the the process of wave/brea...
In this paper the wave transmission past submerged breakwaters is investigated with the use of a 2D ...
This paper collects the results of several new 2D physical model tests on wave interaction with rubb...
ABSTRACTThe paper presents the numerical analysis of wave run-up over rubble-mound breakwaters cover...
Hydro-geotechnical stability of rubble mounds is investigated by means of experimental tests, CFD an...