Wave run-up and overtopping: prototype versus scale models

Julien De Rouck, Raf Verdonck, Peter Troch, Luc Van Damme, Flemming Schlutter, John De Ronde

Research output: Contribution to journalConference article

7 Scopus citations

Abstract

The determination of the crest level is one of the most important points in the design of sloping coastal structures. The crest level of sloping coastal structures is governed by wave run-up and overtopping. Recent measurement results of run-up on prototype have indicated that wave run-up may be underpredicted by scale model tests. So full scale measurements of wave run-up is necessary. At the same time the overtopping discharge on a prototype breakwater will be measured. Within the MAST III - OPTICREST project, these measurements will be carried out at coastal structures at two locations: Zeebrugge (Belgium) and Petten (The Netherlands). The results obtained from these prototype measurements will be compared with those from scale model tests and will be used to calibrate numerical models. This paper also presents the contents of the OPTICREST project.

Original languageEnglish (US)
Pages (from-to)1039-1052
Number of pages14
JournalProceedings of the Coastal Engineering Conference
Volume1
StatePublished - Dec 1 1998
Externally publishedYes
EventProceedings of the 1998 26th International Conference on Coastal Engineering, ICCE-98 - Copenhagen, Denmark
Duration: Jun 22 1998Jun 26 1998

ASJC Scopus subject areas

  • Ocean Engineering

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  • Cite this

    De Rouck, J., Verdonck, R., Troch, P., Van Damme, L., Schlutter, F., & De Ronde, J. (1998). Wave run-up and overtopping: prototype versus scale models. Proceedings of the Coastal Engineering Conference, 1, 1039-1052.