{"refrec":{"BRefID":317365,"RR":"<b>Neyskens, I.; Peeters, P.; Deckers, P.; D'Haeseleer, E.; Mostaert, F.</b> (2012). Analyse bresgroeiparameters: bresgroei-, overstromings- en schadeberekeningen. Versie 2.0. <i>WL Rapporten</i>, 756_08. Waterbouwkundig Laboratorium/IMDC: Antwerpen. 41 + 36 p. bijl. pp.","BEntID":310798,"PublicFlag":1,"CheckedFlag":0,"wosflag":0,"vabbflag":0,"RefStringPartII":". Versie 2.0. <i>WL Rapporten</i>, 756_08. Waterbouwkundig Laboratorium/IMDC: Antwerpen.  41 + 36 p. bijl. pp.","DocTypID":13,"DocType":"Reports","MarineFlag":0,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Neyskens, I.; Peeters, P.; Deckers, P.; D'Haeseleer, E.; Mostaert, F.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Neyskens, I. <i>et al.</i>","Englishabstract":null,"AbstractOtherLang":"In deze studie worden Vlaamse bresparametersets, afgeleid in eerdere studies o.b.v. historische fysische bressen, doorgerekend met de dambreak module van Mike11 (DHI) met als doel deze onderling te vergelijken w.b. de bresgroei, de resulterende overstromingen en de resulterende schade. De parameterset voor cohesieve dijken geeft aanleiding tot de kleinste bressen, de kleinste overstromingen in diepte en omvang en bijgevolg ook de kleinste schade. De grootste bressen, de grootste overstromingen en de grootste schade doen zich voor bij de parameterset voor niet-cohesieve dijken. 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