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document
Juhl, J. (author)
Programme of the 3rd workshop on berm breakwaters.
report 1996
document
Juhl, J. (author)
The overall objective of the research project on berm breakwater structures is to arrive at a better design basis, which will bring the design standards of berm breakwaters up to the level of design standards for other civil engineering structures. This objective will be reached by establishing an understanding of the physics of berm breakwaters...
report 1996
document
Juhl, J. (author), Jensen, M.S. (author)
The influence of permeability and stone gradation on the reshaping and wave overtopping of berm breakwaters was studied as part of this research. Another aspect studied was the difference in reshaping comparing a berm breakwater constructed of two stone classes and a more stable Icelandic type of berm breakwater built of three stone classes with...
report 1996
document
Andersen, O.H. (author), Juhl, J. (author), Sloth, P. (author)
Results of physical tests done at DHI on the stability and regressionof Berm Breakwaters.
report 1992
document
Juhl, J. (author), Burcharth, H.F. (author), D' Angremond, K. (author), Sigurdarson, S. (author), Holmes, P. (author), Torum, A. (author), Lamberit, A. (author)
A research project on berm breakwater structures was carried out with the overall objective of arriving at a better design basis. Eight European organisations from Denmark, The Netherlands, United Kingdom, Norway, Italy and Iceland participated in the joint research project co-sponsored by the European Commission under the second research and...
report 1997
document
Juhl, J. (author)
Note on the roundhead stability of berm breakwaters. Recession, erosion and longshore transport are measured
report 1996
document
Juhl, J. (author), Alikhani, A. (author), Sloth, P. (author), Archetti, R. (author)
For berm breakwaters as compared with traditional rubble mound breakwaters, special measures have to be taken for the breakwater roundhead. If stone displacements occur on a roundhead, the stones will be moved in the wave direction and will loose most of their stabilising effect. A point of special concern is whether, and under which conditions,...
report 1995
document
Juhl, J. (author), Jensen, O.J. (author)
This paper describes the features of benn breakwaters including advantages and drawbacks in comparison to traditional rubble mound structures. A review of selected practical experience with eight berm breakwaters is described in terms of typical cross-sections and key parameters (two examples from Norway. Iceland and USA, and one from Faroe...
report 1995
document
Juhl, J. (author)
Discussions
report 1995
document
Juhl, J. (author)
The influence of permeability and stone gradation on the reshaping and wave overtopping of berm breakwaters was studied by flume model tests. Another aspect studied was the difference in reshaping comparing a berm breakwater constructed of two stone classes and a more stable Icelandic type of berm breakwater with the largest berm stones used as...
report 1997
document
Juhl, J. (author), Alikhani, A. (author), Sloth, P. (author), Archetti, R. (author)
For berm breakwaters as compared with traditional rubble mound breakwaters, special measures have to be taken for the breakwater roundhead. If stone displacements occur on a roundhead, the stones will be moved in the wave direction and will loose most of their stabilising effect. The major part of the research on berm breakwaters has...
report 1996
document
Juhl, J. (author), Archetti, R. (author)
Local scour can occur at a breakwater constructed on a sandy seabed and may endanger the overall stability due to sliding of the main armour layer if the toe and scour protection is failing. The scouring pattern is a function of the water depth, wave conditions, sediment characteristics, and breakwater configuration and reflection...
report 1997
document
Alikhani, A. (author), Tomasicchio, G.R. (author), Juhl, J. (author)
Comprehensive 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...
report 1997
document
Juhl, J. (author)
Berm breakwater structures: Workshop programme.
report 1995
document
Juhl, J. (author)
Summary of test results.
report 1996
document
Juhl, J. (author)
Overview of work done, summary of research programme.
report 1992
document
Juhl, J. (author)
Discussions at the 2nd MAST2 workshop.
report 1995
document
Alikhani, A. (author), Tomasicchio, R.G. (author), Juhl, J. (author)
The major part of the research on berm breakwaters has concentrated on the berm reshaping of a trunk section exposed to head-on waves. Recent research included aspects related to individual stone movements under perpendicular wave attack (eg Tomasicchio et al). For a berm breakwater trunk section consisting of berm stones smaller than a certain...
report 1996
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