ABSTRACTThe paper provides some results of a new procedure to analyze the hydrodynamic aspects of the interactions between maritime emerged breakwaters and waves by integrating CAD and CFD. The structure is modeled in the numerical domain by overlapping individual three-dimensional elements (Tetrapods), very much like the real world or physical laboratory testing. Flow of the fluid within the interstices among concrete blocks is evaluated by integrating the RANS equations. The aim is to investigate the reliability of this approach as a design tool. Therefore, for the results’ validation, the numerical run-up and reflection effects on virtual breakwater were compared with some empirical formulae and some similar laboratory tests. Here are pr...
Walkden et al. (2001) showed that severe impact events could be generated at the inner face of a slo...
The design formula for rubble mound breakwaters by Van der Meer has an unclear Notional Permeability...
The validation of the “interFoam” CFD model (part of the OpenFOAM) CFD library is described for a nu...
ABSTRACTThe paper provides some results of a new procedure to analyze the hydrodynamic aspects of th...
The paper provides some results of a new procedure, developed by MEDUS, to analyze the hydrodynamic ...
The paper provides some results of a new procedure (CAD and CFD) to analyze the hydrodynamic aspects...
The paper provides some developments of a numerical approach (“Numerical Calculation of Flow Within ...
The design of breakwaters must be based on the full understanding of the interaction of a complex n...
ABSTRACTThe paper presents the numerical analysis of wave run-up over rubble-mound breakwaters cover...
A more detailed understanding of porous flow inside a rubble-mound structure may have potential bene...
Breakwater is commonly used infrastructure for protecting coastal zones from waves and tsunamis. Com...
Coastal defence works, such as breakwaters, are structures that aim to support the action of waves a...
The major focus of this study is the computational fluid dynamics (CFD) modelling of wave-structure ...
Walkden et al. (2001) showed that severe impact events could be generated at the inner face of a slo...
The design formula for rubble mound breakwaters by Van der Meer has an unclear Notional Permeability...
The validation of the “interFoam” CFD model (part of the OpenFOAM) CFD library is described for a nu...
ABSTRACTThe paper provides some results of a new procedure to analyze the hydrodynamic aspects of th...
The paper provides some results of a new procedure, developed by MEDUS, to analyze the hydrodynamic ...
The paper provides some results of a new procedure (CAD and CFD) to analyze the hydrodynamic aspects...
The paper provides some developments of a numerical approach (“Numerical Calculation of Flow Within ...
The design of breakwaters must be based on the full understanding of the interaction of a complex n...
ABSTRACTThe paper presents the numerical analysis of wave run-up over rubble-mound breakwaters cover...
A more detailed understanding of porous flow inside a rubble-mound structure may have potential bene...
Breakwater is commonly used infrastructure for protecting coastal zones from waves and tsunamis. Com...
Coastal defence works, such as breakwaters, are structures that aim to support the action of waves a...
The major focus of this study is the computational fluid dynamics (CFD) modelling of wave-structure ...
Walkden et al. (2001) showed that severe impact events could be generated at the inner face of a slo...
The design formula for rubble mound breakwaters by Van der Meer has an unclear Notional Permeability...
The validation of the “interFoam” CFD model (part of the OpenFOAM) CFD library is described for a nu...