Add to ORKGThe investigation concerns the design of a new internal breakwater in the main port of Ibiza. The objective of the model tests was in the first hand to optimize the cross section to make the wave reflection low enough to ensure that unacceptable wave agitation will not occur in the port. Secondly wave overtopping was studied as well
The European research project CLASH (EVK3-CT-2001-00058) investigated wave overtopping at coastal st...
The present report summarizes the test results obtained with a berm breakwater attacked by oblique w...
Wave run-up is one of the main physical processes which is taken into account in the design of the c...
Full scale wave run-up measurements have been performed on the Zebrugge rubble mound breakwater. Wav...
At the request of Mr. J. Bulow Beck, Havnecon A/S the Hydraulics Laboratory at University of Aalborg...
Attention has been addressed to the effects of wave obliquity and multidirectionality on the wave lo...
Attention has been addressed to the effects of wave obliquity and multidirectionality on the wave lo...
As associated partner, Aalborg University (AU) has participated in different aspectsof "the Zeebrugg...
This report presents the model on wave run-up and run-down on the Zeebrugge breakwater under short-c...
In extension of the work done at the Hydraulics and Coastal Engineering Laboratory, Dept. of Civil E...
The present paper concerns the results and findings of a physical study on wave impacts on vertical ...
The paper is based on data and results obtained during the MAST ll project entitled "Full Scale Dyna...
This paper presents results on wave overtopping and loading on an innovative caisson breakwater for ...
This report presents the model test results on wave run-up on the Zeebrugge breakwater under the sim...
Breakwaters belong generally to the more expensive part of port and coastal protection structures. T...
The European research project CLASH (EVK3-CT-2001-00058) investigated wave overtopping at coastal st...
The present report summarizes the test results obtained with a berm breakwater attacked by oblique w...
Wave run-up is one of the main physical processes which is taken into account in the design of the c...
Full scale wave run-up measurements have been performed on the Zebrugge rubble mound breakwater. Wav...
At the request of Mr. J. Bulow Beck, Havnecon A/S the Hydraulics Laboratory at University of Aalborg...
Attention has been addressed to the effects of wave obliquity and multidirectionality on the wave lo...
Attention has been addressed to the effects of wave obliquity and multidirectionality on the wave lo...
As associated partner, Aalborg University (AU) has participated in different aspectsof "the Zeebrugg...
This report presents the model on wave run-up and run-down on the Zeebrugge breakwater under short-c...
In extension of the work done at the Hydraulics and Coastal Engineering Laboratory, Dept. of Civil E...
The present paper concerns the results and findings of a physical study on wave impacts on vertical ...
The paper is based on data and results obtained during the MAST ll project entitled "Full Scale Dyna...
This paper presents results on wave overtopping and loading on an innovative caisson breakwater for ...
This report presents the model test results on wave run-up on the Zeebrugge breakwater under the sim...
Breakwaters belong generally to the more expensive part of port and coastal protection structures. T...
The European research project CLASH (EVK3-CT-2001-00058) investigated wave overtopping at coastal st...
The present report summarizes the test results obtained with a berm breakwater attacked by oblique w...
Wave run-up is one of the main physical processes which is taken into account in the design of the c...