{"refrec":{"BRefID":284247,"RR":"<b>Plancke, Y.; Verelst, K.; Verwaest, T.; Mostaert, F.</b> (2017). Strandingsbank Coeck in de Rupel: benodigde bodembescherming en sedimentatieproblematiek. versie 5.0. <i>WL Rapporten</i>, 16_101_1. Waterbouwkundig Laboratorium: Antwerpen. VIII, 20 pp.","BEntID":276271,"PublicFlag":1,"CheckedFlag":0,"wosflag":0,"vabbflag":0,"RefStringPartII":". versie 5.0. <i>WL Rapporten</i>, 16_101_1. Waterbouwkundig Laboratorium: Antwerpen.  VIII, 20 pp.","DocTypID":13,"DocType":"Reports","MarineFlag":0,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Plancke, Y.; Verelst, K.; Verwaest, T.; Mostaert, F.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Plancke, Y. <i>et al.</i>","Englishabstract":null,"AbstractOtherLang":"Vanuit W&Z n.v. werd het Waterbouwkundig Laboratorium gevraagd te adviseren omtrent 2 problemen ter hoogte van de strandingsbank van Betoncentrale Coeck, gelegen langs de Rupel:<p>(1) welk kaliber van steenbestorting is noodzakelijk als bodembescherming op de strandingsbank? (2) waarom treedt er sedimentatie op ter hoogte van de opwaartse zijde van de nieuwe kaaimuur, terwijl dit niet het geval is aan de afwaartse zijde?<p>Om antwoord te geven op deze vragen werd tijdens de laatste fase van de vloed een stroommeting uitgevoerd ter hoogte van de strandingsbank. 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