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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Manning's roughness coefficient in SWASH: application to overtopping calculation Suzuki, T.; Altomare, C.; De Roo, S.; Vanneste, D.; Mostaert, F. (2018). Manning's roughness coefficient in SWASH: application to overtopping calculation. Version 2.0. FHR reports, 17_026_1. Flanders Hydraulics Research: Antwerp. VIII, 36 + 17 p. app. pp. Deel van: FHR reports. Flanders Hydraulics Research: Antwerp

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Beschikbaar in	Auteurs
Waterbouwkundig Laboratorium: Open Repository 319546 [ OWA ] Waterbouwkundig Laboratorium: WL Rapporten [319369]
Documenttype: Projectrapport

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Trefwoorden

Coastal protection > Coastal safety against extreme storms > Sea dikes Forces (mechanics) > Friction > Bottom friction Literature and desktop study Numerical modelling Wave processes on beaches > Wave runup

Author keywords

SWASH

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Project	Top | Auteurs
SWASH bottom friction and infiltration

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Contactgegevens

Opdrachtgever: Vlaamse overheid; Beleidsdomein Mobiliteit en Openbare Werken; Vlaams Ministerie van Mobiliteit en Openbare Werken; Agentschap voor Maritieme Dienstverlening en Kust; Afdeling Kust

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Auteurs		Top
Suzuki, T. Altomare, C. De Roo, S.	Vanneste, D. Mostaert, F.

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Abstract

The wave overtopping calculation method for the Safety assessment 2015 was defined in Suzuki et al. (2016). In order to get a conservative overtopping value for the safety assessment, the Manning’s roughness coefficient n in the SWASH 1D overtopping calculation was deliberately set as zero. This choice however impacts the estimation of wave overtopping over a cross shore profile which includes a foreshore having a ‘dry beach’ part in front of the dike. Normally, a sandy beach should add dissipation to wave propagation because of its roughness. Being excluded in the aforementioned methodology, this leads to an overestimation of wave overtopping. In this study, the bottom friction parameter in SWASH is further explored for overtopping calculation under a condtion with long berm (e.g. 50 m) in front of the dike. After the study it has been concluded that material based n value gives good estimation for wave transformation and run-up, for all the tested cases. Taking into account the fact that the Manning coefficient n for the sand and promenade material would be around 0.019, and therefore the default bottom friction value n=0.019 is recommended for overtopping calculation in SWASH.

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