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Lessons learned in managed realignment design along the Scheldt Estuary (Belgium)

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Original languageEnglish
Publication statusPublished - 7-Jul-2016
EventECSA Local Meeting - Estuarine Restoration - University of Antwerp, Antwerpen, Belgium
Duration: 5-Jul-20169-Jul-2016
https://ecsa.international/event/2016/ecsa-local-meeting-estuarine-restoration

Conference

ConferenceECSA Local Meeting - Estuarine Restoration
CountryBelgium
CityAntwerpen
Period5/07/169/07/16
Internet address

Abstract

Lessons learned in managed realignment design along the Scheldt Estuary (Belgium) Van Braeckel Alexander1, Mertens Wim1,2 & Van den Bergh Erika1 1 Research Institute for Nature and Forest INBO, Kliniekstraat 25, 1070 Brussels, Belgium 2 Flemisch Agency for Nature and Forest, Schelde Group, V. Lovelinggebouw, Kon. M. Hendrikaplein 70, P.O. 73, 9000 Gent * Corresponding Author alexander.vanbraeckel@inbo.be With the updated Sigmaplan the Flemish government aims to harmonise flood control and ecological rehabilitation in the Scheldt Estuary. Tidal wetland restoration is essential to success. 3 different types of managed realignment have yet been applied: • Removal of defences: Ketenisse, Lillo west, • Breach of defences: Paardeschor, Lillo east, Heusden • Realignments of defences: Paddebeek, Noordkasteel In these managed realignment projects crucial design issues includes initial ground level, creek precursors, breech dimensions, whether or not to remove dikes and width of the area. In 2003 Ketenisse has been levelled below mean high water resulting in a brackish tidal area of 60ha. Similarly at Paardenschor (2004) and Lillo west (2012) 12 ha and 5 ha are restored. Defences have been breached at Heusden (2006) and at Lillo East (2011) resulting in 11 ha freshwater and 3 ha brackish tidal area. By realigning the dikes near Paddebeek (2004) 1.6ha and 2,4 ha near Noordkasteel (2010) was restored. Initial ground levels varied between the sites from mean high water to 1 meter below MHW. The lowest levels are obtained at dike removal sites (1-0.5m-MHW) compared to breached sites (0.5-0.1m–MHW) and defence realignment sites (0.3m-MHW). Creek precursors have been dug out in Lillo. One aim in managed realignment design is to optimise creek formation. In these sites creek formation occurred exclusively in zones with net sedimentation. Creek density increased with a decreasing slope and an increasing width. At Lillo breaching is compared with an adjacent dike removal area and sedimentation rate did not differ. These measures together with creek precursors led to a dendritic creek system in the deposited sediment. In managed realignment projects along the Scheldt wide areas, levelled well (1 - 0.5 m) below mean high water with deep creek precursors appear to have the highest potential for tidal wetland restoration.

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