Add to ORKGAn existing model for long shore transport at reshaping or berm breakwaters and gravel beaches (Lamberti and Tomasicchio, 1997) has been re-calibrated based on further 3D laboratory investigations (DHI, 1995). The experiments have been performed at the DHI wave basin and considered the a berm breakwater subjected to head on and oblique wave attacks. Re-calibration allows to propose a model simpler to use and even more reliable
In order to develop a model able to describe how berm breakwaters reshape under the attack of waves,...
This paper describes a numerical model of three-dimensional beach change as produced by breaking wav...
Wave interaction with dynamically stable structures is studied by means of a verified numerical mode...
An existing model for long shore transport at reshaping or berm breakwaters and gravel beaches (Lamb...
The major part of the research on berm breakwaters has concentrated on the berm reshaping of a trunk...
The wave motion on-and-in Berm breakwaters as well as the reshaping process have been studied. Measu...
During the construction of breakwaters contractors often encounter undesired reshaping of exposed co...
Comprehensive three-dimensional model tests with a berm breakwater roundhead and the adjacent trunk ...
In the present paper a general longshore transport (LT) model is proposed after a re-calibration of ...
The report summaries the results obtained with a berm breakwater attacked by oblique waves. In the t...
Wave interaction with berm breakwaters is studied by means of a physical model and a numerical model...
As a part of the MAST II Berm Breakwater Structures, existing data from conducted laboratory tests h...
For berm breakwaters as compared with traditional rubble mound breakwaters, special measures have to...
The extensive research of Van der Meer (1988) on dynamically stable slopes, including berm breakwate...
A numerical model for the waves on the slope has been established. It is based on the existing NSW (...
In order to develop a model able to describe how berm breakwaters reshape under the attack of waves,...
This paper describes a numerical model of three-dimensional beach change as produced by breaking wav...
Wave interaction with dynamically stable structures is studied by means of a verified numerical mode...
An existing model for long shore transport at reshaping or berm breakwaters and gravel beaches (Lamb...
The major part of the research on berm breakwaters has concentrated on the berm reshaping of a trunk...
The wave motion on-and-in Berm breakwaters as well as the reshaping process have been studied. Measu...
During the construction of breakwaters contractors often encounter undesired reshaping of exposed co...
Comprehensive three-dimensional model tests with a berm breakwater roundhead and the adjacent trunk ...
In the present paper a general longshore transport (LT) model is proposed after a re-calibration of ...
The report summaries the results obtained with a berm breakwater attacked by oblique waves. In the t...
Wave interaction with berm breakwaters is studied by means of a physical model and a numerical model...
As a part of the MAST II Berm Breakwater Structures, existing data from conducted laboratory tests h...
For berm breakwaters as compared with traditional rubble mound breakwaters, special measures have to...
The extensive research of Van der Meer (1988) on dynamically stable slopes, including berm breakwate...
A numerical model for the waves on the slope has been established. It is based on the existing NSW (...
In order to develop a model able to describe how berm breakwaters reshape under the attack of waves,...
This paper describes a numerical model of three-dimensional beach change as produced by breaking wav...
Wave interaction with dynamically stable structures is studied by means of a verified numerical mode...