{"refrec":{"BRefID":217198,"RR":"<b>Muntjewerff, R.; Reijerink, J.G.A.; Prakken, R.</b> (2008). Grond voor kaden: monitoring proefvakken op de Kleikade en de Doespolderkade. <i>Stowa Rapport</i>, 2008-16. STOWA: Utrecht. ISBN 978-90-5773-410-6. 66 + CD-ROM (appendices) pp.","BEntID":208947,"PublicFlag":1,"CheckedFlag":0,"wosflag":null,"vabbflag":null,"RefStringPartII":". <i>Stowa Rapport</i>, 2008-16. STOWA: Utrecht. ISBN 978-90-5773-410-6. 66 + CD-ROM (appendices) pp.","DocTypID":13,"DocType":"Reports","MarineFlag":0,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Muntjewerff, R.; Reijerink, J.G.A.; Prakken, R.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Muntjewerff, R. <i>et al.</i>","Englishabstract":null,"AbstractOtherLang":"Permanent waterkerende boezemkaden moeten periodiek worden opgehoogd of aangevuld vanwege inklinking, zetting of beschadigingen. Totnogtoe bestonden er geen fysische kwaliteitseisen voor de daarbij te gebruiken grond. Het rapport ‘Grond voor kaden’ doet verslag van praktijkproeven om de optimale samenstelling te bepalen van in kaden te verwerken grond. Op basis daarvan zijn per type kade de karakteristieke kenmerken en de specifieke richtlijnen voor het toepassen van erosiebestendige klei vastgesteld, waarbij is gekeken naar de hydraulische belasting en het al dan niet aanwezig zijn van oeververdediging. In samenwerking met de Waterschappen De Oude Rijnstromen en Wilck en Wiericke zijn de Doespolderkade bij Leiderdorp en de ten westen van Waddinxveen gelegen Kleikade geselecteerd voor inrichting van de proeflocaties. De Doespolderkade is vanwege de intensieve recreatievaart te karakteriseren als een kade met een hoge hydraulische belasting en de Kleikade is een typisch laag belaste veenkade. Algemene te hanteren richtlijnen zijn te bepalen op basis van de in het rapport beschreven diagrammen en tabellen. 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