Afdeling Zeeschelde van De Vlaamse Waterweg nv heeft reeds een ontwerp gemaakt voor een herstelling van de betreffende oever. Deze herstelling bestaat uit een zandaanvulling met daarop een breuksteenbekleding. Echter de herstelde oever neemt een belangrijk deel van de dwarsdoorsnede van de tijarm in.
Dit rapport onderzoekt de hydraulische impact met betrekking tot opstuwing en stroomsnelheid in de tijarm van de voorgestelde herstelling en gaat na welke oeverbescherming uit breuksteen nodig is om nieuwe beschadigingen te voorkomen. De opstuwing ten gevolge van de voorgestelde oeverherstelling bedraagt minder dan 1 cm. De maximale stroomsnelheid doorheen de herstelde secties bedraagt 2.3 m/s. 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