This paper presents some of the results from a large parametric laboratory study including more than 200 long-duration model tests. The study addresses both the wave forces imposed on the breakwater crown wall as well as the performance of the structure in reducing the wave overtopping. The testing programme includes variations of the sea state parameters and of the geometrical configuration of the breakwater and crown wall. Basic relations between forces/overtopping and the varied parameters are examined and preliminary design guidelines for structures within the tested range of variations are proposed
This thesis investigates the stability of a crown wall situated above SWL (Still Water Level) on top...
This paper aims at investigating the intensity of the load applied by non-breaking waves on the recu...
This paper presents a physical model study of wave induced forces on a composite vertical breakwater...
This paper collects the results of several new 2D physical model tests on wave interaction with rubb...
In this study loading characteristics of rubble mound breakwater crown walls are investigated. This ...
This paper has two main objectives: (1) to describe the experimental work carried out in order to ve...
The overtopping phenomenon at the rear side of breakwaters has particular importance in harbor prote...
This paper puts forward a new method to determine horizontal wave loads on rubble mound breakwater c...
none3noThe introduction of crown walls with parapets on top of dikes and berms represents a relative...
The crest of a breakwater is often equipped with a crown wall with multiple functions such as a bord...
Currently, there is no widely accepted method to determine the pressure profiles induced by wave ove...
[EN] In this study, seven input variables are used to estimate wave forces on the crown wall, and ex...
In the present study the stability of crown wall elements on top of a rubble mound breakwaters is in...
Abstract: Storm walls are effective measures to control wave overtopping and flooding of sea dikes ...
An investigation was undertaken consisting of a state-of-the-art and comparative analysis of current...
This thesis investigates the stability of a crown wall situated above SWL (Still Water Level) on top...
This paper aims at investigating the intensity of the load applied by non-breaking waves on the recu...
This paper presents a physical model study of wave induced forces on a composite vertical breakwater...
This paper collects the results of several new 2D physical model tests on wave interaction with rubb...
In this study loading characteristics of rubble mound breakwater crown walls are investigated. This ...
This paper has two main objectives: (1) to describe the experimental work carried out in order to ve...
The overtopping phenomenon at the rear side of breakwaters has particular importance in harbor prote...
This paper puts forward a new method to determine horizontal wave loads on rubble mound breakwater c...
none3noThe introduction of crown walls with parapets on top of dikes and berms represents a relative...
The crest of a breakwater is often equipped with a crown wall with multiple functions such as a bord...
Currently, there is no widely accepted method to determine the pressure profiles induced by wave ove...
[EN] In this study, seven input variables are used to estimate wave forces on the crown wall, and ex...
In the present study the stability of crown wall elements on top of a rubble mound breakwaters is in...
Abstract: Storm walls are effective measures to control wave overtopping and flooding of sea dikes ...
An investigation was undertaken consisting of a state-of-the-art and comparative analysis of current...
This thesis investigates the stability of a crown wall situated above SWL (Still Water Level) on top...
This paper aims at investigating the intensity of the load applied by non-breaking waves on the recu...
This paper presents a physical model study of wave induced forces on a composite vertical breakwater...