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Mulders, P.H.M. (author), Verhagen, H.J. (author)A new series of physical model tests were conducted to analyse the behaviour of a breakwater core when it becomes exposed to wave attack. The emphasis of this research was on the measured influence of a wide stone grading on both the deformation of a breakwater trunk and the occurring longshore transport. This behaviour was investigated for both...conference paper 2012
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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
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Jensen, M.S. (author), Frigaard, P. (author)The report summaries the 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 in a tree-dimensional model in Jan.-Feb. 96'...report 1996
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Hald, T. (author), Burcharth, H.F. (author), Frigaard, P. (author)As a part of the MAST II Berm Breakwater Structures, existing data from conducted laboratory tests have been reanalised. The objective was to evaluate the effect of the longshore transpsort on both the roundhead and trunk, the ht.u,er exposed to both head-on waves and oblique inegular waves varying from 15 to 30 degrees angle of incidence. 3...report 1995
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Bakker, W.T. (author)A mathematical description of sand waves along a coast and the effect of blocking structures on this coast, like groynes and breakwaters.report 1967