Most coastal structures suffer a certain degree of overtopping, because in most situations it is not economically feasible to construct coastal structures high enough to prevent wave overtopping. Certain functions of the breakwater impose restrictions to the allowable overtopping discharge in order to avoid damage to the breakwater itself and to objects located behind the breakwater. Extreme overtopping events result in water and spray thrown over the crest with considerable velocities. These events can be extremely dangerous as people, cars and even trains have been washed into the sea. Buildings are quite often damaged
Attention has been addressed to the effects of wave obliquity and multidirectionality on the wave lo...
The investigation concerns the design of a new internal breakwater in the main port of Ibiza. The ob...
The paper is based on data and results obtained during the MAST ll project entitled "Full Scale Dyna...
In the present paper small and large scale overtopping data for rubble mound structures have been an...
The present paper presents overtopping measurements from small scale model test performed at the Hyd...
In design of sea defence structures like seawalls, breakwaters and dikes, one of the main objectives...
The European research project CLASH (EVK3-CT-2001-00058) investigated wave overtopping at coastal st...
By comparison of overtopping discharges recorded in prototype and small scale physical models it was...
The berm breakwater concept is basicly rather old, but was not used very much until it was “reinvent...
The present paper concerns the results and findings of a physical study on wave impacts on vertical ...
An investigation of wave overtopping of marine structures is described. Focus is put on structures w...
Full scale wave run-up measurements have been performed on the Zebrugge rubble mound breakwater. Wav...
To evaluate the performance of an additional rubble mound breakwater to the Dawlish Coastline sea wa...
The objective of the study described in this paper is to enable estimation of wave overtopping rates...
Wave run-up is one of the main physical processes which is taken into account in the design of the c...
Attention has been addressed to the effects of wave obliquity and multidirectionality on the wave lo...
The investigation concerns the design of a new internal breakwater in the main port of Ibiza. The ob...
The paper is based on data and results obtained during the MAST ll project entitled "Full Scale Dyna...
In the present paper small and large scale overtopping data for rubble mound structures have been an...
The present paper presents overtopping measurements from small scale model test performed at the Hyd...
In design of sea defence structures like seawalls, breakwaters and dikes, one of the main objectives...
The European research project CLASH (EVK3-CT-2001-00058) investigated wave overtopping at coastal st...
By comparison of overtopping discharges recorded in prototype and small scale physical models it was...
The berm breakwater concept is basicly rather old, but was not used very much until it was “reinvent...
The present paper concerns the results and findings of a physical study on wave impacts on vertical ...
An investigation of wave overtopping of marine structures is described. Focus is put on structures w...
Full scale wave run-up measurements have been performed on the Zebrugge rubble mound breakwater. Wav...
To evaluate the performance of an additional rubble mound breakwater to the Dawlish Coastline sea wa...
The objective of the study described in this paper is to enable estimation of wave overtopping rates...
Wave run-up is one of the main physical processes which is taken into account in the design of the c...
Attention has been addressed to the effects of wave obliquity and multidirectionality on the wave lo...
The investigation concerns the design of a new internal breakwater in the main port of Ibiza. The ob...
The paper is based on data and results obtained during the MAST ll project entitled "Full Scale Dyna...