Add to ORKGComprehensive three-dimensional model tests with a berm breakwater roundhead and the adjacent trunk section were carried out at the Danish Hydraulic Institute (DHI) and at the Hydraulic & Coastal Engineering Laboratory of Aalborg University (AAU). This paper describes the influence of wave obliquity on the profile shape, on the initiation of longshore transport and on the longshore transport rate at the trunk section both during and after the profile reshaping, whereas the roundhead stability is described in Juhl et al (1996). Furthermore, tests were made for studying the influence of storm duration and of short crested waves. Equations for calculation of profile development and longshore transport rate under oblique wave attack are introdu...
The extensive research of Van der Meer (1988) on dynamically stable slopes, including berm breakwate...
The present report summarizes the test results obtained with a berm breakwater attacked by oblique w...
A series of comprehensive velocity measurements was carried out on the three dimensional model of th...
The major part of the research on berm breakwaters has concentrated on the berm reshaping of a trunk...
The report summaries the results obtained with a berm breakwater attacked by oblique waves. In the t...
As a part of the MAST II Berm Breakwater Structures, existing data from conducted laboratory tests h...
The stability of a berm type breakwater (sacrificial breakwater) was tested in a 3-dimensional model...
The stability of a berm type breakwater (sacrificial breakwater) was tested in a 3-dimensional model...
For berm breakwaters as compared with traditional rubble mound breakwaters, special measures have to...
For berm breakwaters as compared with traditional rubble mound breakwaters, special measures have to...
In order to describe the reshaping breakwater profile, the profile has to be schematized into profil...
A new series of physical model tests were conducted to analyse the behaviour of a breakwater core wh...
A numerical model for the waves on the slope has been established. It is based on the existing NSW (...
An existing model for long shore transport at reshaping or berm breakwaters and gravel beaches (Lamb...
The amount of wave overtopping at coastal structures such as vertical caisson breakwaters is strongl...
The extensive research of Van der Meer (1988) on dynamically stable slopes, including berm breakwate...
The present report summarizes the test results obtained with a berm breakwater attacked by oblique w...
A series of comprehensive velocity measurements was carried out on the three dimensional model of th...
The major part of the research on berm breakwaters has concentrated on the berm reshaping of a trunk...
The report summaries the results obtained with a berm breakwater attacked by oblique waves. In the t...
As a part of the MAST II Berm Breakwater Structures, existing data from conducted laboratory tests h...
The stability of a berm type breakwater (sacrificial breakwater) was tested in a 3-dimensional model...
The stability of a berm type breakwater (sacrificial breakwater) was tested in a 3-dimensional model...
For berm breakwaters as compared with traditional rubble mound breakwaters, special measures have to...
For berm breakwaters as compared with traditional rubble mound breakwaters, special measures have to...
In order to describe the reshaping breakwater profile, the profile has to be schematized into profil...
A new series of physical model tests were conducted to analyse the behaviour of a breakwater core wh...
A numerical model for the waves on the slope has been established. It is based on the existing NSW (...
An existing model for long shore transport at reshaping or berm breakwaters and gravel beaches (Lamb...
The amount of wave overtopping at coastal structures such as vertical caisson breakwaters is strongl...
The extensive research of Van der Meer (1988) on dynamically stable slopes, including berm breakwate...
The present report summarizes the test results obtained with a berm breakwater attacked by oblique w...
A series of comprehensive velocity measurements was carried out on the three dimensional model of th...