{"refrec":{"BRefID":440476,"RR":"<b>Plancke, Y.; Verwilligen, J.</b> (2026). Verlegging vaargeul Hansweert: Optimalisatie ligging vaargeulcontour ter hoogte van de drempel van Hansweert. Versie 4.0. <i>WL Rapporten</i>, 25_030_1. Waterbouwkundig Laboratorium: Antwerpen. VII,31 + 3 p. bijl. pp. <a href=\"https://dx.doi.org/10.48607/385\" target=\"_blank\">https://dx.doi.org/10.48607/385</a>","BEntID":438309,"PublicFlag":1,"CheckedFlag":0,"wosflag":0,"vabbflag":0,"RefStringPartII":". Versie 4.0. <i>WL Rapporten</i>, 25_030_1. Waterbouwkundig Laboratorium: Antwerpen. VII,31 + 3 p. bijl. pp. <a href=\"https://dx.doi.org/10.48607/385\" target=\"_blank\">https://dx.doi.org/10.48607/385</a>","DocTypID":13,"DocType":"Reports","MarineFlag":0,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Plancke, Y.; Verwilligen, J.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Plancke, Y.; Verwilligen, J.","Englishabstract":null,"AbstractOtherLang":"De drempel van Hansweert is de belangrijkste baggerlocatie in de Westerschelde. Uit een recente analyse blijkt dat de sedimentatie hoofdzakelijk langs de oostrand van de Platen van Ossenisse &nbsp;plaatsvindt, wat in lijn is met eerdere analyses. De lokale morfologie (positie en helling van het talud &nbsp;langs de groene boeienzijde) heeft hierbij een invloed op de sedimentatiesnelheid op de drempel.<br>Om de ligging van de vaargeulcontour te optimaliseren en af te stemmen op de morfologische en &nbsp;nautische ontwikkelingen, wordt voorgesteld de vaargeul 0 tot 180 m naar het oosten te verplaatsen. &nbsp;De geoptimaliseerde positie van de vaargeulcontour werd bepaald rekening houdend met verschillende &nbsp;aspecten: de helling van het talud, de intensiteit van de onderhoudsbaggerwerken en de gemiddelde &nbsp;vaartrajecten van de zeeschepen in dit gebied.<br>Door de morfologische dynamiek wordt ook een aanbeveling gedaan om de effecten van de voorgestelde &nbsp;verlegging van de vaargeulcontour met de nodige aandacht te analyseren en evalueren, en bij te sturen &nbsp;waar en wanneer nodig.","BibLvlCode":"MS","StandardTitle":"Verlegging vaargeul Hansweert: Optimalisatie ligging vaargeulcontour ter hoogte van de drempel van Hansweert","OrigTitleLangCode":"nl","OrigTitleLangCodeExtended":"dut","OrigTitleLangID":41,"DateLastModified":{"date":"2026-06-05 09:51:52.569306","timezone_type":1,"timezone":"+02:00"},"UserAccessRight":null,"UserAccID":null,"AuthorKeywords":null,"OtherDescriptors":null,"Notes":null,"AnaPub":null,"MonPub":2026,"DateUpdate":"2026-06-05","DateCreate":"2026-06-03","SecASFANote":null,"ConfID":null,"PeerRev":0,"VlizCoreFlag":1,"WoScode":null,"VABBcode":null,"OpenAcc":0},"refs":null,"anarec":null,"monrec":{"MonID":440476,"ISBN":null,"PubliDate":2026,"IssueDate":null,"Volume":"25_030_1","Issue":null,"Pagination":"VII,31 + 3 p. bijl.","Place":"Antwerpen","Edition":"Versie 4.0","BRefXtra":null,"BRefXtraRR":null,"SerID":24938,"SerRR":"WL Rapporten. 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