{"refrec":{"BRefID":348736,"RR":"<b>Pereira, F.; Van Eerdenbrugh, K.; Mostaert, F.</b> (2011). Dimensionering van de stuwen in de Leie: deelrapport 2. Samenvatting van de resultaten. Versie 2.0. <i>WL Rapporten</i>, 711_10. Waterbouwkundig Laboratorium: Antwerpen. 17 pp.","BEntID":346430,"PublicFlag":1,"CheckedFlag":0,"wosflag":0,"vabbflag":0,"RefStringPartII":". Versie 2.0. <i>WL Rapporten</i>, 711_10. Waterbouwkundig Laboratorium: Antwerpen.  17 pp.","DocTypID":13,"DocType":"Reports","MarineFlag":0,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Pereira, F.; Van Eerdenbrugh, K.; Mostaert, F.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Pereira, F.; Van Eerdenbrugh, K.; Mostaert, F.","Englishabstract":null,"AbstractOtherLang":"In het kader van het project Seine – Schelde worden de stuwen en sluizen op de Leie ter hoogte van Harelbeke en Sint-Baafs-Vijve vernieuwd. Ter ondersteuning hiervan werd de huidige studie uitgevoerd waarin naar een optimaal ontwerp voor de breedte en de drempelpeilen van deze stuwen is gezocht. De optimalisatie werd uitgevoerd in termen van overstromingsrisico en maakte gebruik van genetische algoritmes die al met succes toegepast zijn voor de Dender.<br>Tijdens de uitgevoerde simulaties werd geen optimale oplossing gevonden. Dit kan verklaard worden door het feit dat de waterstanden aan de afwaartse kant van het systeem (“Grote Pand”) een bepalende invloed op de overstromingen van het studiegebied hebben terwijl de effecten van de stuwen voelbaar zijn naar opwaarts toe. Bovendien liggen de meeste overstromingsrisicovolle gebieden afwaarts de stuw van Sint Baafs-Vijve.<br>Daarom werd er gekozen om verdere analyses uit te voeren: niet met een automatische maar zelf bepaalde discretisatie van de optimalisatievariabelen (breedte en drempelpeil). Uit de resultaten van die simulaties werd geconcludeerd dat de huidige breedte en drempelpeil van beidde stuwen kunnen beschouwd worden als ontwerpbreedte en drempel.","BibLvlCode":"MS","StandardTitle":"Dimensionering van de stuwen in de Leie: deelrapport 2. 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