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Van Heemst, C. (author)
This thesis investigates the stability of a crown wall situated above SWL (Still Water Level) on top of a rubble mound breakwater. Crown walls are concrete super structures implemented commonly to provide a flat surface for pipelines and to make the breakwater accessible for vehicles. The vertical distance between SWL and the bottom of the crown...
master thesis 2014
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Zwanenburg, S.A.A. (author)
The dimensions of single layer concrete armour units (interlocking armour units) are calculated with a similar stability relation as the stability relation for quarry stone. In these design formulas an 'average/significant' wave load is used (Hs). Since quarry stone gains its stability only from gravity, this type of armour unit is constructed...
master thesis 2012
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Baart, S. (author), Ebbens, R. (author), Nammuni-Krohn, J. (author), Verhagen, H.J. (author)
Present design tools, as found in the Rock Manual or Coastal Engineering Manual, for the determination of toe rock size for rubble mound breakwaters are based on test data with a large spread: data is relatively dispersed around the centre and descriptive equations have limited applicability ranges. New research has been undertaken to contribute...
conference paper 2010
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Beckers, J.V.L. (author), Vledder, G.P. van (author), Groeneweg, J. (author), Kramer, N.L. (author), Stijnen, J. (author)
report 2007
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Kuiper, C. (author), Doorn, N. (author)
report 2005
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Ingram, D.M. (author), Causon, D.M. (author), Gao, F. (author), Mingham, C.G. (author), Troch, P. (author), Li, T. (author), De Rouck, J. (author)
The main objective of Workpackage 5 is to use numerical simulation of wave overtopping in order to solve the problem of suspected scale effects. A second, related, objective is to improve existing codes in such a way as they are able to simulate wave overtopping in a reliable way. The final, single, objective is to numerically model long waves...
report 2004
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Kuiper, C. (author)
report 2000
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Klein Breteler, M. (author)
report 1999
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Meijer, D.G. (author), Verheij, H.J. (author)
report 1998
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Van Weert, P.J.G. (author)
For an accurate description of the wave loading on an offshore structure, detailed knowledge of the wave-induced kinematics is a precondition. To fully describe the ocean environment is, however, a complex problem. First of all because of the fact that wave action is a random process. The second complication is wave directionality. With wave...
master thesis 1997
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Luth, H.R. (author), Waal, J.P. de (author)
report 1994
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Meijer, D.G. (author), Ruff, J.F. (author), Verheij, H.J. (author)
report 1993
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Meer, J.W. van der (author), Waal, J.P. de (author)
report 1993
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Waal, J.P. de (author), Klein Breteler, M. (author), Adel, H. den (author)
report 1992
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Meer, J.W. van der (author)
report 1992
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Waal, J.P. de (author), Veldman, J.J. (author)
report 1991
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Meer, J.W. van der (author)
report 1990
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Klein Breteler, M. (author)
report 1989
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Meer, J.W. van der (author)
report 1988
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Van de Velde, P.A. (author), Ebbens, E.H. (author), Van Herpen, J.A. (author)
Asphalt products have been used in the Netherlands in hydraulic engineering for a long time on a large scale, especially after the great disaster in 1953 when a large part of western Holland was flooded by the sea. After the disaster a great number of dikes had to be repaired very quickly and this was possible with the use of asphalt as a...
report 1985
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