{"refrec":{"BRefID":418796,"RR":"<b>Vanneste, D.; Gruwez, V.</b> (2025). Overstromingsrisico haven Zeebrugge: Dimensionering stormmuur glooiing kaai 111-113. Versie 4.0. <i>WL Rapporten</i>, 24_109_1. Waterbouwkundig Laboratorium: Antwerpen. 15 + 4 pp. <a href=\"https://dx.doi.org/10.48607/358\" target=\"_blank\">https://dx.doi.org/10.48607/358</a>","BEntID":416626,"PublicFlag":1,"CheckedFlag":0,"wosflag":0,"vabbflag":0,"RefStringPartII":". Versie 4.0. <i>WL Rapporten</i>, 24_109_1. Waterbouwkundig Laboratorium: Antwerpen.  15 + 4 pp. <a href=\"https://dx.doi.org/10.48607/358\" target=\"_blank\">https://dx.doi.org/10.48607/358</a>","DocTypID":13,"DocType":"Reports","MarineFlag":0,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Vanneste, D.; Gruwez, V.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Vanneste, D.; Gruwez, V.","Englishabstract":null,"AbstractOtherLang":"Bij extreme stormvloed tot +7.25 m TAW (T1000 peil in combinatie met zeespiegelstijging) vormt de golfoverslag over de glooiing op de kaai 111-113 (P&amp;O terminal) in de haven van Zeebrugge een gevaar voor overstroming landinwaarts. Direct ingrijpen op deze golfoverslag door het plaatsen van een stormmuur op de glooiing wordt als meest effectieve en efficiënte maatregel beschouwd om dit overstromingsrisico te beperken. In dit advies werd de benodigde kruinhoogte van een stormmuur berekend op basis van Eurotop. Een vlakke muur met kruinpeil op +8.4 m TAW beperkte het overslagdebiet tot een veilige waarde van 10 l/m/s. Dit kruinpeil kan nog 20 cm gereduceerd worden indien met een parapet gewerkt wordt. De golfkrachten werden bepaald op basis van den Heijer (1998) en een controle met SPM (1977), Van Doorslaer et al. (2017) en De Finis et al. (2020). Een maximale horizontale kracht van 16.0 kN/m werd bekomen met een aangrijpingspunt 0.54 m hoger dan de voet van de stormmuur (zonder parapet).","BibLvlCode":"MS","StandardTitle":"Overstromingsrisico haven Zeebrugge: Dimensionering stormmuur glooiing kaai 111-113","OrigTitleLangCode":"nl","OrigTitleLangCodeExtended":"dut","OrigTitleLangID":41,"DateLastModified":{"date":"2026-04-20 01:41:05.043949","timezone_type":1,"timezone":"+02:00"},"UserAccessRight":null,"UserAccID":null,"AuthorKeywords":"Storm walls; Stormmuren; Masterplan Kustveiligheid","OtherDescriptors":null,"Notes":null,"AnaPub":null,"MonPub":2025,"DateUpdate":"2025-11-25","DateCreate":"2025-10-07","SecASFANote":null,"ConfID":null,"PeerRev":0,"VlizCoreFlag":1,"WoScode":null,"VABBcode":null,"OpenAcc":0},"refs":null,"anarec":null,"monrec":{"MonID":418796,"ISBN":null,"PubliDate":2025,"IssueDate":null,"Volume":"24_109_1","Issue":null,"Pagination":"15 + 4","Place":"Antwerpen","Edition":"Versie 4.0","BRefXtra":null,"BRefXtraRR":null,"SerID":24938,"SerRR":"WL Rapporten. 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