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.
Two-dimensional wave overtopping calculation over a dike in shallow foreshore by swash
Suzuki, T.; Altomare, C.; Verwaest, T.; Trouw, K.; Zijlema, M. (2014). Two-dimensional wave overtopping calculation over a dike in shallow foreshore by swash, in: Lynett, P. (Ed.) Proceedings of 34th Conference on Coastal Engineering, Seoul, Korea, 2014. Coastal Engineering Proceedings, 34: pp. [1-12]
In: Lynett, P. (Ed.) (2014). Proceedings of 34th Conference on Coastal Engineering, Seoul, Korea, 2014. Coastal Engineering Proceedings, 34. Coastal Engineering Research Council: [s.l.]. ISBN 978-0-9896611-2-6.
In: Coastal Engineering Proceedings. American Society of Civil Engineers (ASCE): New York. ISSN 2156-1028
In this paper, a numerical wave-flow model SWASH, based on non-linear shallow water equation with nonhydrostatic pressure, is applied to the estimation of wave overtopping over a dike in shallow foreshores. First sensitivity analysis is conducted to see the influence of wave generation, grid size, time window and bottom friction by one-dimensional calculations. After that the SWASH model is validated by comparing results from field measurements in Petten dike in the Netherlands. Due to the stability of the computation, the desired calculation could not be achieved, but an alternative way to calculate wave overtopping including two-dimensional effects is proposed.
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