Within WP4.2 laboratory investigations for the Ostia rubble mound breakwater are performed in the wave flume of Ghent University (later UGent) and in the wave basin of Flanders Hydraulics (hereafter FCFH). In order to check any influence that is typical for laboratory measurements and to identify possible causes for differences in results, tests with same characteristics are carried out in the two laboratories (UGent and FCFH). This report describes laboratory facilities at both UGent and FCFH and results of the physical model tests carried out in those facilities.Clas
Full-scale wave run-up measurements have been carried out on the Zeebrugge rubble mound breakwater i...
Physical processes such as wave run-up and wave overtopping are very important with regard to the de...
It is described why, and to what extent the practicing engineer makes use of model tests in his desi...
Within WP4 laboratory investigations for the Zeebrugge rubble mound breakwater have started in the w...
A clear difference between full-scale wave run-up measurements and small-scale model test results ha...
The ducument describe 3D tests at scale 1:20 performed in the Laboratory at Department of Civil Engi...
A clear difference between full-scale wave run-up measurements and small-scale model test results ha...
At the Zeebrugge harbour (Belgium) a cross-section of the N.W.-breakwater has been instrumented for ...
The paper presents the comparison between the results of small-scale model tests and prototype measu...
Wave run-up on a rubble mound breakwater is investigated. Prototype measurements are carried out on ...
This paper describes a new station for full-scale measurement of wave overtopping at the Rome yacht ...
Tests have been performed with low steepness and reshaping breakwaters at Ghent University and Aalbo...
Wave run-up on a rubble mound breakwater is investigated. Prototype measurements are carried out on ...
This report describes small-scaled experiments performed at Leichtweiß-Institute for Hydraulic Engin...
The prototype monitoring system at Zeebrugge (Belgium), instrumented for the acquisition of field da...
Full-scale wave run-up measurements have been carried out on the Zeebrugge rubble mound breakwater i...
Physical processes such as wave run-up and wave overtopping are very important with regard to the de...
It is described why, and to what extent the practicing engineer makes use of model tests in his desi...
Within WP4 laboratory investigations for the Zeebrugge rubble mound breakwater have started in the w...
A clear difference between full-scale wave run-up measurements and small-scale model test results ha...
The ducument describe 3D tests at scale 1:20 performed in the Laboratory at Department of Civil Engi...
A clear difference between full-scale wave run-up measurements and small-scale model test results ha...
At the Zeebrugge harbour (Belgium) a cross-section of the N.W.-breakwater has been instrumented for ...
The paper presents the comparison between the results of small-scale model tests and prototype measu...
Wave run-up on a rubble mound breakwater is investigated. Prototype measurements are carried out on ...
This paper describes a new station for full-scale measurement of wave overtopping at the Rome yacht ...
Tests have been performed with low steepness and reshaping breakwaters at Ghent University and Aalbo...
Wave run-up on a rubble mound breakwater is investigated. Prototype measurements are carried out on ...
This report describes small-scaled experiments performed at Leichtweiß-Institute for Hydraulic Engin...
The prototype monitoring system at Zeebrugge (Belgium), instrumented for the acquisition of field da...
Full-scale wave run-up measurements have been carried out on the Zeebrugge rubble mound breakwater i...
Physical processes such as wave run-up and wave overtopping are very important with regard to the de...
It is described why, and to what extent the practicing engineer makes use of model tests in his desi...