{"refrec":{"BRefID":331707,"RR":"<b>Brackx, M.; Nossent, J.; Vandenbruwaene, W.; Deschamps, M.; Mostaert, F.</b> (2020). Retourperiode hoogwaterstand te Antwerpen tijdens stormtijcondities. Versie 5.0. <i>WL Rapporten</i>, PA024_3. Waterbouwkundig Laboratorium: Antwerpen. VI, 14 pp.","BEntID":325319,"PublicFlag":1,"CheckedFlag":0,"wosflag":0,"vabbflag":0,"RefStringPartII":". Versie 5.0. <i>WL Rapporten</i>, PA024_3. Waterbouwkundig Laboratorium: Antwerpen.  VI, 14 pp.","DocTypID":13,"DocType":"Reports","MarineFlag":0,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Brackx, M.; Nossent, J.; Vandenbruwaene, W.; Deschamps, M.; Mostaert, F.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Brackx, M. <i>et al.</i>","Englishabstract":null,"AbstractOtherLang":"In dit rapport worden de retourperiodes van de hoogwaterstanden te Antwerpen bepaald die optreden  tijdens stormtijcondities (> 6,6 mTAW). Op die manier kan het Hydrologisch Informatiecentrum (HIC) de retourperiode van een opgetreden hoogwaterstand direct raadplegen, en zo aangeven hoe  uitzonderlijk de opgetreden hoogwaterstand is. De retourperiodes werden empirisch berekend door een  extremewaardenanalyse uit te voeren op basis van ongeveer 100 jaar aan hoogwaterstanden te Antwerpen  over de periode 1888 tot 2019. De extremen werden geselecteerd door het toepassen van een peak over  threshold (POT) op basis van de grens van 6,6 mTAW. De hoogwaters werden daarbij vooraf gecorrigeerd  voor een lineaire trend en de 18,6-jarige cyclus. De aannames in de extremewaardenanalyse werden gekozen  in functie van het vastleggen van de retourperiode van de hoogwaterstand (niet de retourperiode van het  stormevent), en in functie van het accuraat inschatten van de kortere retourperiodes (tot 20-25 jaar).  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