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Mitteilungen des Lehrstuhls und Instituts für Wasserbau und Wasserwirtschaft der Rheinisch-Westfälischen Technischen Hochschule Aachen,</i> 165: pp. 198-205","DocTypID":17,"DocType":"Book chapters","MarineFlag":0,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Gruwez, V.; Bolle, A.; Verwaest, T.; Hassan, W.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Gruwez, V. <i>et al.</i>","Englishabstract":"Hydrodynamic boundary conditions are needed for the design of new sea defence structures in the harbour of Oostende along all quays to defend the city centre and hinterland from flooding during a super storm. The wave climate in the harbour was decoupled to wave penetration and locally generated wind waves to allow separate modelling of both phenomena. The wave penetration was modelled with a physical wave model, a mild slope equations model MILDwave and a Boussinesq equations model Mike 21 BW. The locally wind generated waves were modelled with the spectral model SWAN. 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