{"refrec":{"BRefID":144522,"RR":"<b>Verelst, N.; Delgado, R.; Janssens, J.; Verwaest, T.; De Mulder, T.; Mostaert, F.</b> (2010). Hydraulische simulaties voor verschillende varianten van de westelijke dam met een verfijnd Oostende-model: eindrapport. Versie 2.0. <i>WL Adviezen</i>, 627_14. Waterbouwkundig Laboratorium: Antwerpen. V, 53 pp.","BEntID":137650,"PublicFlag":1,"CheckedFlag":0,"wosflag":0,"vabbflag":0,"RefStringPartII":". Versie 2.0. <i>WL Adviezen</i>, 627_14. Waterbouwkundig Laboratorium: Antwerpen.  V, 53 pp.","DocTypID":13,"DocType":"Reports","MarineFlag":1,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Verelst, N.; Delgado, R.; Janssens, J.; Verwaest, T.; De Mulder, T.; Mostaert, F.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Verelst, N. <i>et al.</i>","Englishabstract":null,"AbstractOtherLang":"In het kader van het plan Openbare Werken – Oostende (OW – Oostende) van de Vlaamse Overheid werd de constructie van een nieuwe havenmond voor Oostende gepland. Om de interactie tussen de nieuwe structuren en de stroming voor verschillende configuraties na te gaan, werd aan het Waterbouwkundig Laboratorium een nieuw hydrodynamisch Delft3D – model ontwikkeld.<p>De eerste sectie van dit rapport betreft een algemene inleiding over het bestaande Oostende – model (ODM). In de probleemstelling die daarop volgt, wordt de nood van een Oostende – model met een hogere resolutie aangetoond. In de derde en vierde sectie wordt dieper ingegaan op het modeleren van de hydrodynamica en het verfijnen van het ODM. Tenslotte volgt nog een beperkte validatie van het nieuw verfijnde model (RODM) alvorens de resultaten van de simulaties voor de verschillende eindconfiguraties te bespreken. 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