{"refrec":{"BRefID":41232,"RR":"<b>Troch, P.</b> (2003). Numeriek modelleren van interactie tussen golven en havendammen = Numerical modelling of wave interaction with coastal structures, <b><i>in</i></b>: Waterbouwkundig Laboratorium en Hydrologisch Onderzoek (Ed.) <i>Colloquium: Numerieke oppervlaktewater modellering, mogelijkheden en beperkingen, Antwerpen 23-24 oktober 2003.</i> pp. 1-18","BEntID":41232,"PublicFlag":1,"CheckedFlag":0,"wosflag":0,"vabbflag":0,"RefStringPartII":", <b><i>in</i></b>: Waterbouwkundig Laboratorium en Hydrologisch Onderzoek (Ed.) <i>Colloquium: Numerieke oppervlaktewater modellering, mogelijkheden en beperkingen, Antwerpen 23-24 oktober 2003.</i> pp. 1-18","DocTypID":17,"DocType":"Book chapters","MarineFlag":1,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Troch, P.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Troch, P.","Englishabstract":"The classic approach of studying the wave interaction with coastal structures is performing physical model testing on a scaled model of the structure in a wave flume in the laboratory. During the last decade, numerical modelling has become a powerful and efficient research tool in the field of coastal engineering. In this paper the numerical model VOFbreak<sup>2</sup>, based on the Navier-Stokes equations and the Volume-Of-Fluid (VOF) technique for treating free surfaces, is presented which is capable of simulating the wave propagation and interaction with a variety of coastal structures. Two practical test cases illustrate features, advantages and limitations of the numerical model. In the first test case, wave propagation into a porous rubble mound breakwater and attenuation of the induced pore pressures is investigated. 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