The design formula for rubble mound breakwaters by Van der Meer has an unclear Notional Permeability term. This term causes a lot of confusion for designers. In the past many people have tried to derive a better formulation for that term by experimental and analytical research. The goal of this study was to obtain a better formulation along a numerical way. This study explores the numerical possibilities and tries to define which direction has to be taken in future research
AbstractNew empirical formulas of the transmission coefficient for permeable breakwaters were sugges...
Recently, permeable breakwaters have been suggested to overcome the disadvantages of fully protectio...
The coefficient in the Van der Meer formula, described as the Notional Permeability P, has been dete...
The design formula for rubble mound breakwaters by Van der Meer has an unclear Notional Permeability...
When designing a rubble mound breakwater, one would like to predict the stability of the armour laye...
Breakwaters are important objects to protect coastal- and harbour areas. To minimalize the probabili...
Rubble mound breakwaters are designed to protect exposed marine areas from excessive wave activity. ...
The Van der Meer formulae for quarry rock armor stability are commonly used in breakwater design. Th...
In this thesis, a general method to predict the notional permeability for various structure lay-outs...
The numerical wave flume VOFbreak2 for simulation of wave interaction with a rubble mound breakwater...
The main objective of this paper is to study the attenuation of the wave induced pore pressures insi...
A more detailed understanding of porous flow inside a rubble-mound structure may have potential bene...
Proceedings of the Seventh International Conference on Hydroscience and Engineering, Philadelphia, P...
This paper presents the results of a systematic validation of numerical simulation of reflection and...
The flow of water through the pores of rubble mound breakwaters has two effects upon breakwater perf...
AbstractNew empirical formulas of the transmission coefficient for permeable breakwaters were sugges...
Recently, permeable breakwaters have been suggested to overcome the disadvantages of fully protectio...
The coefficient in the Van der Meer formula, described as the Notional Permeability P, has been dete...
The design formula for rubble mound breakwaters by Van der Meer has an unclear Notional Permeability...
When designing a rubble mound breakwater, one would like to predict the stability of the armour laye...
Breakwaters are important objects to protect coastal- and harbour areas. To minimalize the probabili...
Rubble mound breakwaters are designed to protect exposed marine areas from excessive wave activity. ...
The Van der Meer formulae for quarry rock armor stability are commonly used in breakwater design. Th...
In this thesis, a general method to predict the notional permeability for various structure lay-outs...
The numerical wave flume VOFbreak2 for simulation of wave interaction with a rubble mound breakwater...
The main objective of this paper is to study the attenuation of the wave induced pore pressures insi...
A more detailed understanding of porous flow inside a rubble-mound structure may have potential bene...
Proceedings of the Seventh International Conference on Hydroscience and Engineering, Philadelphia, P...
This paper presents the results of a systematic validation of numerical simulation of reflection and...
The flow of water through the pores of rubble mound breakwaters has two effects upon breakwater perf...
AbstractNew empirical formulas of the transmission coefficient for permeable breakwaters were sugges...
Recently, permeable breakwaters have been suggested to overcome the disadvantages of fully protectio...
The coefficient in the Van der Meer formula, described as the Notional Permeability P, has been dete...