{"refrec":{"BRefID":256625,"RR":"<b>Nossent, J.; Vanderkimpen, P.; Peeters, P.; Verwaest, T.; Mostaert, F.</b> (2016). Vuntebeek: validatie model en controle scenario’s. Versie 4.0. <i>WL Rapporten</i>, 12_040. Waterbouwkundig Laboratorium: Antwerpen. IV, 27 pp.","BEntID":248634,"PublicFlag":1,"CheckedFlag":0,"wosflag":0,"vabbflag":0,"RefStringPartII":". Versie 4.0. <i>WL Rapporten</i>, 12_040. Waterbouwkundig Laboratorium: Antwerpen.  IV, 27 pp.","DocTypID":13,"DocType":"Reports","MarineFlag":0,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Nossent, J.; Vanderkimpen, P.; Peeters, P.; Verwaest, T.; Mostaert, F.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Nossent, J. <i>et al.</i>","Englishabstract":null,"AbstractOtherLang":"In het kader van een eerdere studie werd een numeriek model van de Vuntebeek te Melle opgesteld. Met dit model werden verschillende scenario’s voor het bestrijden van de wateroverlast nabij de monding in de Zeeschelde onderzocht. Door een gebrek aan meetgegevens kon dit model slechts in beperkte mate gekalibreerd worden.<p>In deze aanvullende studie werd het bestaande model verder gekalibreerd en gevalideerd op basis van nieuwe meetgegevens. Vervolgens werden enkele scenario’s aan een controleberekening met het verbeterde model onderworpen. De controleberekeningen bevestigen de conclusies uit de eerdere studie. De reeds uitgevoerde noodmaatregelen (stuwtjes) volstaan niet om wateroverlast te voorkomen. De bouw van een pompstation ter hoogte van de nieuwe uitlaat van de omgelegde Vuntebeek kan wel een significante bijdrage leveren tot het voorkomen van wateroverlast. 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