Add to ORKGThe present report summarizes the test results obtained with a berm breakwater attacked by oblique waves. In the tests special attention is given to the influence of the rock shape on the longshore transport. Moreover, the reshaping berm profile and amount of wave overtopping is examined.The tests were performed with a three-dimensional model during Jan.-Feb. 1996 in The Hydraulics & Coastal Engineering Laboratory, the Department of Civil Engineering, Aalborg University
The paper is based on data and results obtained during the MAST ll project entitled "Full Scale Dyna...
Full scale wave run-up measurements have been performed on the Zebrugge rubble mound breakwater. Wav...
Breakwaters belong generally to the more expensive part of port and coastal protection structures. T...
Traditionally, conventional rubble mound breakwaters are designed with stable armour units, and cons...
The paper deals with the 3-dimensional stability of the type of rubble mound breakwaters where resha...
The paper deals with the 3-dimensional stability of the type of rubble mound breakwaters where resha...
Guidance on selection of breakwater types and related design safety levels for breakwaters are almos...
This paper gives first an elaboration of berm recession equations for berm breakwaters and then new ...
The report summaries the results obtained with a berm breakwater attacked by oblique waves. In the t...
Attention has been addressed to the effects of wave obliquity and multidirectionality on the wave lo...
The present paper concerns the results and findings of a physical study on wave impacts on vertical ...
The berm breakwater concept is basicly rather old, but was not used very much until it was “reinvent...
The major part of the research on berm breakwaters has concentrated on the berm reshaping of a trunk...
Traditionally, conventional rubble mound breakwaters are designed with stable armour units, and cons...
Attention has been addressed to the effects of wave obliquity and multidirectionality on the wave lo...
The paper is based on data and results obtained during the MAST ll project entitled "Full Scale Dyna...
Full scale wave run-up measurements have been performed on the Zebrugge rubble mound breakwater. Wav...
Breakwaters belong generally to the more expensive part of port and coastal protection structures. T...
Traditionally, conventional rubble mound breakwaters are designed with stable armour units, and cons...
The paper deals with the 3-dimensional stability of the type of rubble mound breakwaters where resha...
The paper deals with the 3-dimensional stability of the type of rubble mound breakwaters where resha...
Guidance on selection of breakwater types and related design safety levels for breakwaters are almos...
This paper gives first an elaboration of berm recession equations for berm breakwaters and then new ...
The report summaries the results obtained with a berm breakwater attacked by oblique waves. In the t...
Attention has been addressed to the effects of wave obliquity and multidirectionality on the wave lo...
The present paper concerns the results and findings of a physical study on wave impacts on vertical ...
The berm breakwater concept is basicly rather old, but was not used very much until it was “reinvent...
The major part of the research on berm breakwaters has concentrated on the berm reshaping of a trunk...
Traditionally, conventional rubble mound breakwaters are designed with stable armour units, and cons...
Attention has been addressed to the effects of wave obliquity and multidirectionality on the wave lo...
The paper is based on data and results obtained during the MAST ll project entitled "Full Scale Dyna...
Full scale wave run-up measurements have been performed on the Zebrugge rubble mound breakwater. Wav...
Breakwaters belong generally to the more expensive part of port and coastal protection structures. T...