Archief Prof. Ir. J.J. Peters

Over het archief

In 2012 verloren we Jean Jacques Peters, voormalig ingenieur van het Waterbouwkundig Laboratorium (1964 tot 1979) en internationaal expert in sedimenttransport, rivierhydraulica en -morfologie. Als eerbetoon aan hem hebben we potamology (http://www.potamology.com/) gecreëerd, een virtueel gedenkarchief dat als doel heeft om zijn manier van denken en morfologische aanpak van rivierproblemen in de wereld in stand te houden en te verspreiden.

Het merendeel van z’n werk hebben we toegankelijk gemaakt via onderstaande zoekinterface.

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one publication added to basket [259749]

Wave overtopping assessment in very shallow water conditions: the equivalent slope concept Altomare, C.; Suzuki, T.; Verwaest, T.; Willems, M. (2016). Wave overtopping assessment in very shallow water conditions: the equivalent slope concept, in: Proceedings of the 6th International Conference on the Applicationof Physical Modelling in Coastal and Port Engineering and Science(Coastlab16), Ottawa, Canada, May 10-13, 2016. pp. [1-7] In: (2016). Proceedings of the 6th International Conference on the Application of Physical Modelling in Coastal and Port Engineering and Science(Coastlab16), Ottawa, Canada, May 10-13, 2016. [S.n.]: [s.l.].

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Beschikbaar in	Auteurs
Waterbouwkundig Laboratorium: Open Repository 292972 [ OWA ]
Documenttype: Congresbijdrage

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Trefwoorden

Topographic features > Beach features > Foreshore Water > Shallow water Wave overtopping

Author keywords

Breaker parameter; Equivalent slope

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Auteurs		Top
Altomare, C. Suzuki, T. Verwaest, T. Willems, M.

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Abstract

An extensive study on wave overtopping of sea dikes in very shallow water conditions has been carried out at Flanders Hydraulics Research. Empirical formulas are generally used for wave overtopping assessment and give reliable predictions for typical dike configuration cases based on a large number of physical model tests. The application of existing wave overtopping formulas has been proved to be inaccurate for the estimation of the overtopping for the cases tested at Flanders Hydraulics Research, that are characterized by very shallow water conditions, with remarkable differences in wave transformation and wave breaking with respect to deeper waters. Therefore, in this study, we explored suitable expression for wave overtopping in very shallow water conditions.

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