{"refrec":{"BRefID":104292,"RR":"<b>Ivens, E.A.M.; Johanson, J.C.P.</b> (1995). Advies inrichting oevers bufferbekken bij kreekraksluizencomplex. RWS, DWW: Delft.  16 pp.","BEntID":98018,"PublicFlag":1,"CheckedFlag":0,"wosflag":null,"vabbflag":null,"RefStringPartII":". RWS, DWW: Delft.  16 pp.","DocTypID":13,"DocType":"Reports","MarineFlag":1,"FreshFlag":0,"BrackishFlag":1,"TerrestrialFlag":0,"Authorstring":"Ivens, E.A.M.; Johanson, J.C.P.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Ivens, E.A.M.; Johanson, J.C.P.","Englishabstract":null,"AbstractOtherLang":"Geeft advies over de herinrichting van de oevers van het bufferbekken Kreekraksluizencomplex. Dit complex ligt ten oosten van de kreekraksluizen, tussen de Schelde-Rijn verbinding en het Markiezaatmeer. Door verandering in het beheer van de waterkwaliteit (beheersing van de zoutconcentratie) zal de functie van het bekken veranderen. Een en ander heeft tot gevolg dat de waterstand verhoogd zal worden van NAP -0,70 m naar NAP met geringe afwijkingen van NAP -0,25 m tot NAP + 0,15 m. De huidige oeververdediging bestaande uit een grindbestorting op een kunststoffilter met wiepen, voldoet niet meer. 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