{"refrec":{"BRefID":127680,"RR":"<b>Ronsyn, J.; D'Haeseleer, E.; Mostaert, F.</b> (2008). Effect van nieuwe brug over de Barbierbeek in Kruibeke: 3de gewijzigd ontwerp. Versie 2.0. <i>WL Adviezen</i>, 792_13b. Waterbouwkundig Laboratorium: Antwerpen. II, 5 pp.","BEntID":121759,"PublicFlag":1,"CheckedFlag":0,"wosflag":0,"vabbflag":0,"RefStringPartII":". Versie 2.0. <i>WL Adviezen</i>, 792_13b. Waterbouwkundig Laboratorium: Antwerpen.  II, 5 pp.","DocTypID":13,"DocType":"Reports","MarineFlag":0,"FreshFlag":1,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Ronsyn, J.; D'Haeseleer, E.; Mostaert, F.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Ronsyn, J.; D'Haeseleer, E.; Mostaert, F.","Englishabstract":null,"AbstractOtherLang":"In model 792_13 en model 792_13a werd nagegaan wat het effect was van een bepaald ontwerp van debruggen (N419 en Oude Kruibekestraat) over de Barbierbeek. De belangrijkste randvoorwaarde aan hetontwerp was toen dat de onderkant van de brug op een peil van 4,09 m TAW zou komen te liggen. Nadienwerd het ontwerp nog gewijzigd tot een peil van 4.25 m TAW en een bijkomende bodemverlaging terhoogte van de gewestweg. In dit nieuwe ontwerp wordt de bovenstaande voorwaarde verstrengd. Deonderzijde van het brugdek zou sterk verlaagd worden tot 3.75 m TAW. Dit verlagen geeft een extraopstuwing van het water van de Barbierbeek ten opzichte van het vorige ontwerp op 4.25 m TAW. Demaximale waterpeilen komen daarbij tussen de 7 en de 11 cm hoger (voor respectievelijk T25 en T50). Demogelijkheid om de koker nog te verbreden op de rechteroever met maximaal 1.70 m kan deze extraopstuwing compenseren om terug quasi het resultaat van het vorige ontwerp te bereiken. 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