It is described why, and to what extent the practicing engineer makes use of model tests in his design of rubble mound breakwaters. Furthermore an example is shown from practice illustrating the application of models for investigation of wave penetration into harbours. Especially the way in which model tests can confirm and supplement theoretical investigations is described. It is concluded that model tests are and most probably will remain an indispensable tool for harbour designs
A clear difference between full-scale wave run-up measurements and small-scale model test results ha...
An extension "Maasvlakte 2" of the existing harbour area in Rotterdam "Maasvlakte" was planned. Mode...
This paper proposes to improve the safety of breakwaters by two important changes in the philosophy ...
The hydraulic model is playing an increasing part in the process of hydraulic designing and it seems...
This paper reports on a laboratory investigation conducted at the United States Army Engineer Waterw...
An important step in the design process of breakwaters is the laboratorial tests which show the perf...
This report describes small-scaled experiments performed at Leichtweiß-Institute for Hydraulic Engin...
Functional design of low crested breakwaters requires an accurate prediction of wave transmission in...
This paper deals with model tests conducted at the Delft Hydraulics Laboratory (DHL) and the River a...
Results of labtests on reflection and transmission trough a vertical permeable breakwater for the pu...
Results of labtests on reflection and transmission trough a vertical permeable breakwater for the pu...
This report describes experimental and numerical studies to investigate the the process of wave/brea...
The renovation and widening of the cruise terminal of the Port of Civitavecchia made it necessary to...
A new series of physical model tests were conducted to analyse the behaviour of a breakwater core wh...
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...
An extension "Maasvlakte 2" of the existing harbour area in Rotterdam "Maasvlakte" was planned. Mode...
This paper proposes to improve the safety of breakwaters by two important changes in the philosophy ...
The hydraulic model is playing an increasing part in the process of hydraulic designing and it seems...
This paper reports on a laboratory investigation conducted at the United States Army Engineer Waterw...
An important step in the design process of breakwaters is the laboratorial tests which show the perf...
This report describes small-scaled experiments performed at Leichtweiß-Institute for Hydraulic Engin...
Functional design of low crested breakwaters requires an accurate prediction of wave transmission in...
This paper deals with model tests conducted at the Delft Hydraulics Laboratory (DHL) and the River a...
Results of labtests on reflection and transmission trough a vertical permeable breakwater for the pu...
Results of labtests on reflection and transmission trough a vertical permeable breakwater for the pu...
This report describes experimental and numerical studies to investigate the the process of wave/brea...
The renovation and widening of the cruise terminal of the Port of Civitavecchia made it necessary to...
A new series of physical model tests were conducted to analyse the behaviour of a breakwater core wh...
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...
An extension "Maasvlakte 2" of the existing harbour area in Rotterdam "Maasvlakte" was planned. Mode...
This paper proposes to improve the safety of breakwaters by two important changes in the philosophy ...