{"refrec":{"BRefID":197059,"RR":"<b>Vanderkimpen, P.; D'Haeseleer, E.; Peeters, P.; Mostaert, F.</b> (2010). Ondersteuning waterkering Antwerpen: deelrapport 2. Scenarioanalyse. Versie 2.0. <i>WL Rapporten</i>, 713_15c. Waterbouwkundig Laboratorium/Soresma: Antwerpen. III, 25 pp.","BEntID":189451,"PublicFlag":1,"CheckedFlag":0,"wosflag":0,"vabbflag":0,"RefStringPartII":". Versie 2.0. <i>WL Rapporten</i>, 713_15c. Waterbouwkundig Laboratorium/Soresma: Antwerpen.  III, 25 pp.","DocTypID":13,"DocType":"Reports","MarineFlag":0,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Vanderkimpen, P.; D'Haeseleer, E.; Peeters, P.; Mostaert, F.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Vanderkimpen, P. <i>et al.</i>","Englishabstract":null,"AbstractOtherLang":"In opdracht van de stad Antwerpen en Waterwegen en Zeekanaal NV wordt een Masterplan voor de herinrichting van de Antwerpse kaaien opgesteld. Deze herinrichting zal gepaard gaan met een vervanging van de bestaande waterkeringsmuur. In opdracht van de afdeling Zeeschelde van Waterwegen en Zeekanaal NV werd een modelstudie uitgevoerd om inzicht te verwerven in de wijze waarop overstromingswater zich zou voortbewegen doorheen de stad in geval van calamiteiten. Dit ter ondersteuning van beslissingen aangaande de veiligheidsaspecten van de herinrichting van de kaaien. Voor de opbouw van de modellen werd gebruik gemaakt van de software Mike11, Mike21 en MikeFlood.<p>In het kader van deze studie werden twee deelrapporten opgesteld. Het tweede deelrapport beschrijft de scenarioanalyses. Er werden twee scenario’s onderzocht. Het referentiescenario (S0) stemt overeen met een verhoging van de bestaande waterkeringsmuur tot op Sigma-hoogte. Het tweede scenario (S1) is gebaseerd op een voorlopig ontwerp voor de herinrichting van de kaaien. Voor het eerste scenario werd enkel de impact van overslag onderzocht. 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