{"refrec":{"BRefID":436451,"RR":"<b>Vercruysse, J.B.; Verelst, K.; Eloot, K.</b> (2025). Haven Antwerpen - Van Cauwelaertsluis: hydraulische en nautische impact nieuwe brugkelder. Versie 4.0. <i>WL Rapporten</i>, 24_025_1. Waterbouwkundig Laboratorium: Antwerpen. VII, 22 pp. <a href=\"https://dx.doi.org/10.48607/364\" target=\"_blank\">https://dx.doi.org/10.48607/364</a>","BEntID":434281,"PublicFlag":1,"CheckedFlag":0,"wosflag":0,"vabbflag":0,"RefStringPartII":". Versie 4.0. <i>WL Rapporten</i>, 24_025_1. Waterbouwkundig Laboratorium: Antwerpen.  VII, 22 pp. <a href=\"https://dx.doi.org/10.48607/364\" target=\"_blank\">https://dx.doi.org/10.48607/364</a>","DocTypID":13,"DocType":"Reports","MarineFlag":0,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Vercruysse, J.B.; Verelst, K.; Eloot, K.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Vercruysse, J.B.; Verelst, K.; Eloot, K.","Englishabstract":null,"AbstractOtherLang":"Afdeling Maritieme Toegang onderzoekt de bouw van een nieuwe brug over de toegangsgeul van de Van Cauwelaertsluis. Aan afdeling Waterbouwkundig Laboratorium wordt gevraagd om hydraulische en &nbsp;nautische expertise te leveren bij het voorontwerp van de brug.<br>Vooreerst is hiervoor de bestaande toestand onderzocht. Op basis van een zoektocht in foto en tijdschrift archieven werd het nivelleersysteem en de erosiebescherming aan Scheldezijde bepaald. Inzicht in de morfologie, de invloed van de uitstroming en de locatie en kwaliteit van de aanwezige erosiebescherming werd bepaald op basis van een analyse van bathymetriemetingen uitgevoerd in 2014, 2018 en 2024. Analyse van de waterpeilmetingen gaf inzicht in de uitstroomdebieten en snelheden uit &nbsp;de riolen. Op basis van deze inzichten werden aanbevelingen gegeven met betrekking tot inplanting van &nbsp;de brug, nautische toegang en erosiebescherming.<strong>Tot slot werd een evaluatie uitgevoerd van het door het studiebureau uitgewerkt voorkeursontwerp. &nbsp;Dit betreft een basculebrug tussen de bestaande brug en het benedenhoofd van de kolk in. De brugkelder komt hierbij aan linkerzijde (=zuidzijde) van de vaargeul en een gesloten pijler komt aan rechterzijde (= noordzijde) van de vaargeul.</strong>","BibLvlCode":"MS","StandardTitle":"Haven Antwerpen - Van Cauwelaertsluis: hydraulische en nautische impact nieuwe brugkelder","OrigTitleLangCode":"nl","OrigTitleLangCodeExtended":"dut","OrigTitleLangID":41,"DateLastModified":{"date":"2026-04-21 01:43:10.835353","timezone_type":1,"timezone":"+02:00"},"UserAccessRight":null,"UserAccID":null,"AuthorKeywords":"Omloopriool","OtherDescriptors":null,"Notes":null,"AnaPub":null,"MonPub":2025,"DateUpdate":"2026-01-21","DateCreate":"2025-12-10","SecASFANote":null,"ConfID":null,"PeerRev":0,"VlizCoreFlag":1,"WoScode":null,"VABBcode":null,"OpenAcc":0},"refs":null,"anarec":null,"monrec":{"MonID":436451,"ISBN":null,"PubliDate":2025,"IssueDate":null,"Volume":"24_025_1","Issue":null,"Pagination":"VII, 22","Place":"Antwerpen","Edition":"Versie 4.0","BRefXtra":null,"BRefXtraRR":null,"SerID":24938,"SerRR":"WL Rapporten. 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