Searched for: author%3A%22De+Rouck%2C+J.%22
(1 - 9 of 9)
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van Nuffel, D. (author), Vepa, K.S. (author), de Baere, I. (author), Lava, P. (author), Kersemans, M. (author), Degrieck, J. (author), de Rouck, J. (author), van Paeregem, W. (author)
journal article 2014
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de Backer, G. (author), Vantorre, M. (author), Beels, C. (author), de Pre, J. (author), Victor, S. (author), de Rouck, J. (author), Blommaert, C. (author), van Paepegam, W. (author)
journal article 2009
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De Rouck, J. (author), Geeraerts, J. (author), Troch, P. (author), Kortenhaus, A. (author), Pullen, T. (author), Franco, L. (author)
It is proven that wave run up on rough slopes is underestimated in small scale model tests due to scale / model effects. Given this fact, the same effects are suspected to be present for wave overtopping. A thorough comparison between prototype measurements of wave overtopping at three different coastal structures and scale model tests of these...
report 2005
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Geeraerts, J. (author), De Rouck, J. (author)
Within the framework of the CLASH-white spot tests, wave overtopping tests on a smooth sloping structure have been performed at UGent. 3 different geometries have been tested during these tests 1) simple smooth dike 2) simple smooth dike with a small vertical part (same crest level as geometry 1) 3) simple smooth dike with a small vertical part...
report 2005
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Medina, J.R. (author), De Rouck, J. (author), Figueres, M. (author), Gonzaléz-Escrivá, J. (author), Geeraerts, J. (author)
The CLASH project (Crest Level Assessment of Coastal Structures by Full Scale Monitoring, Neural Network Prediction and Hazard Analysis on Permissible Wave Overtopping, www.clash-eu.org) funded by European Union (EU) through contract no. EVK3-CT-2001- 00058, investigated wave overtopping for different structures in prototype and in laboratory ...
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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De Rouck, J. (author), Boone, C. (author), Van de Walle, B. (author)
This text introduces the ‘Detailed scientific and technical report’ of the MAST III project MAS03- CT97-0116 ‘The optimisation of crest level design of sloping coastal structures through prototype monitoring and modelling’ (acronym: OPTICREST). This report gives an account of the detailed scientific and technical outcome of the project referring...
report 2001
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De Rouck, J. (author), Troch, P. (author), Van der Walle, B. (author), Van der Meer, J.M. (author), Van Damme, L. (author), Medina, J.R. (author), Willems, M. (author), Frigaard, P. (author)
Wave run-up on a rubble mound breakwater is investigated. Prototype measurements are carried out on the Zeebrugge breakwater. Two 2D (1:30) and one 3D (1:40) scale models are tested. Measured prototype storms are simulated and parametric tests are performed. Wave run-up is detected by a novel step gauge allowing to detect wave run-up more...
report 2000
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de Rouck, J. (author)
Onderzoek naar de stabiliteit van armour units op breuksteengolfbrekers en havendammen, met focus op betonnen elementen. Ontwikkeling van het HARO blok, toepassing van dit blok in de haven van Zeebrugge. Onderzoek naar de hydraulische en geotechnische faalmechanismen (glijvlakken), resultaten modelonderzoek en prototype metingen in Zeebrugge van...
report 1991
Searched for: author%3A%22De+Rouck%2C+J.%22
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