{"refrec":{"BRefID":128334,"RR":"<b>Vanlede, J.; Decrop, B.; De Clercq, B.; Ides, S.; De Mulder, T.; Mostaert, F.</b> (2008). Verbetering randvoorwaardenmodel: deelrapport 1. Gevoeligheidsanalyse. Versie 2_0. <i>WL Rapporten</i>, 753_09. Waterbouwkundig Laboratorium/IMDC: Antwerpen. 28 + 89 p. appendices pp.","BEntID":122420,"PublicFlag":1,"CheckedFlag":0,"wosflag":0,"vabbflag":0,"RefStringPartII":". Versie 2_0. <i>WL Rapporten</i>, 753_09. Waterbouwkundig Laboratorium/IMDC: Antwerpen.  28 + 89 p. appendices pp.","DocTypID":13,"DocType":"Reports","MarineFlag":0,"FreshFlag":0,"BrackishFlag":1,"TerrestrialFlag":0,"Authorstring":"Vanlede, J.; Decrop, B.; De Clercq, B.; Ides, S.; De Mulder, T.; Mostaert, F.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Vanlede, J. <i>et al.</i>","Englishabstract":null,"AbstractOtherLang":"Naar aanleiding van het project “753_9 Verbetering randvoorwaardenmodel” wordt een actualisatie doorgevoerd van het bestaande instrumentarium van modellen van de Westerschelde, Zeeschelde en bovenlopen met tijwerking (cf. NEVLA-model). Ter voorbereiding van deze modelkalibratie wordt in dit rapport een gevoeligheidsonderzoek uitgevoerd met als doel kennis op te bouwen over de invloed op de modelresultaten van de verschillende modelinstellingen, bodemligging, randvoorwaarden, etc.<br> De opbouw van het rekenrooster is van groot belang in de Zeeschelde en het Ruppelbekken zodat een correcte doorstroming bekomen wordt bij ebsituaties. Anders treden artificieel hoge waterpeilen op. Hieraan gerelateerd is de opbouw van de gebruikte bathymetrie waarbij belangrijke keuzes dienen gemaakt te worden omtrent hoe lodingsgegevens worden vertaald naar bodemdieptes op het rekenrooster.<br> De temporale variatie van de bovendebieten kan eveneens een grote invloed hebben op de debieten en snelheden in de Zeeschelde.<br> Het ruwheidsveld bleek van uitermate belang te zijn om de gradiënt van de harmonische componten langsheen het Schelde-estuarium te beïnvloeden. 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