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Het OWA, het open archief van het Waterbouwkundig Laboratorium heeft tot doel alle vrij toegankelijke onderzoeksresultaten van dit instituut in digitale vorm aan te bieden. Op die manier wil het de zichtbaarheid, verspreiding en gebruik van deze onderzoeksresultaten, alsook de wetenschappelijke communicatie maximaal bevorderen.

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one publication added to basket [120880]

New results on scale effects for wave overtopping at coastal structures De Rouck, J.; Geeraerts, J.; Troch, P.; Kortenhaus, A.; Pullen, T.; Franco, L. (2005). New results on scale effects for wave overtopping at coastal structures, in: Allsop, N.W.H. (Ed.) International Conference on Coastlines, Structures and Breakwaters 2005: proceedings of the International Conference on Coastlines, Structures and Breakwaters 2005, organised on behalf of the Maritime Board of the Institution of Civil Engineers and held in London, UK, on 20-22 April 2005. pp. 29-43 In: Allsop, N.W.H. (Ed.) (2005). International Conference on Coastlines, Structures and Breakwaters 2005: proceedings of the International Conference on Coastlines, Structures and Breakwaters 2005, organised on behalf of the Maritime Board of the Institution of Civil Engineers and held in London, UK, on 20-22 April 2005. Institution of Civil Engineers: London. ISBN 0-7277-3455-5. 573 pp., meer

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Beschikbaar in	Auteurs
VLIZ: Open Marine Archive 222608 [ download pdf ] Waterbouwkundig Laboratorium: Congresverslagen A4 [133187]
Documenttype: Congresbijdrage

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Trefwoorden

Models > Scale models Structures > Hydraulic structures > Coastal structures Tests Wave overtopping Marien/Kust

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Auteurs		Top
De Rouck, J., meer Geeraerts, J., meer Troch, P., meer	Kortenhaus, A., meer Pullen, T. Franco, L.

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Abstract

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 structures has been performed. The present paper gives the results from this comparison and presents a procedure to determine whether scale effects can be present in a certain situation. The procedure allows to calculate the magnitude of the scale and wind effect that can be expected. Since a lot of designs are based on physical model tests, this procedure has a broad range of applicability and its importance should be stressed.

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