{"refrec":{"BRefID":307849,"RR":"<b>Vandebeek, I.; Gruwez, V.; Altomare, C.; Vanneste, D.; De Roo, S.; Toorman, E.; Troch, P.</b> (2018). Towards an efficient and highly accurate coupled numerical modelling approach for wave interactions with a dike on a very shallow foreshore, <b><i>in</i></b>: <i>Proceedings of the 7th International Conference on the Application of Physical Modelling in Coastal and Port Engineering and Science (Coastlab18), Santander, Spain, May 22-26, 2018.</i> pp. [1-10]","BEntID":300175,"PublicFlag":1,"CheckedFlag":0,"wosflag":0,"vabbflag":0,"RefStringPartII":", <b><i>in</i></b>: <i>Proceedings of the 7th International Conference on the Application of Physical Modelling in Coastal and Port Engineering and Science (Coastlab18), Santander, Spain, May 22-26, 2018.</i> pp. [1-10]","DocTypID":17,"DocType":"Book chapters","MarineFlag":0,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Vandebeek, I.; Gruwez, V.; Altomare, C.; Vanneste, D.; De Roo, S.; Toorman, E.; Troch, P.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Vandebeek, I. <i>et al.</i>","Englishabstract":"An accurate prediction of wave overtopping over the crest of coastal structures and wave-induced loading is essential to guarantee coastal safety. Due to the presence of a very shallow foreshore at the Belgian coast, this is not straightforward. Within the CREST project, a numerical model is being developed to accurately predict these wave interactions with structures on a very shallow foreshore. Sediment transport in front of the structure as well as the wave structure interactions are simulated with the open-source CFD software OpenFOAM. Wave propagation over the beach until the wave breaking point is modelled with SWASH, a model based on the non-linear shallow water equations in order to limit the computational cost. A one-way coupling methodology between these two models is proposed. The capability of OpenFOAM as stand-alone model to accurately predict wave loading forces on buildings for a case with a very shallow foreshore is demonstrated by comparing the numerical results to experimental data. The ability of OpenFOAM to simulate scour processes is validated by experimental data of a submerged jet flow over an apron. Furthermore, a first test case with the coupled OpenFOAM-SWASH model presenting the propagation of regular waves is described.","AbstractOtherLang":null,"BibLvlCode":"AM","StandardTitle":"Towards an efficient and highly accurate coupled numerical modelling approach for wave interactions with a dike on a very shallow foreshore","OrigTitleLangCode":"en","OrigTitleLangCodeExtended":"eng","OrigTitleLangID":15,"DateLastModified":{"date":"2026-06-08 01:36:12.356466","timezone_type":1,"timezone":"+02:00"},"UserAccessRight":null,"UserAccID":null,"AuthorKeywords":"Numerical modelling; Wave-induced loading; Beach morphodynamics; Shallow foreshores","OtherDescriptors":null,"Notes":null,"AnaPub":2018,"MonPub":null,"DateUpdate":"2020-01-28","DateCreate":"2019-03-12","SecASFANote":null,"ConfID":null,"PeerRev":0,"VlizCoreFlag":1,"WoScode":null,"VABBcode":null,"OpenAcc":0},"refs":null,"anarec":{"AnaID":307849,"PubliDate":2018,"Pagination":"[1-10]","XtraPublOfAnaID":null,"ISBN":null,"Volume":null,"Issue":null,"BRefMon":298324,"BRefMonRR":"(2018). 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