{"refrec":{"BRefID":111186,"RR":"<b>van der Meer, J.W.; de Waal, J.P.</b> (1993). Waterbeweging op taluds: invloed van berm, ruwheid, ondiep voorland en scheve lang- en kortkammige golfaanval. Waterloopkundig Laboratorium = Delft Hydraulics Laboratory: Delft.  117 + 13 p. Tables, 148 p. figures pp.","BEntID":105830,"PublicFlag":1,"CheckedFlag":0,"wosflag":null,"vabbflag":null,"RefStringPartII":". Waterloopkundig Laboratorium = Delft Hydraulics Laboratory: Delft.  117 + 13 p. Tables, 148 p. figures pp.","DocTypID":13,"DocType":"Reports","MarineFlag":0,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"van der Meer, J.W.; de Waal, J.P.","OrigTitleTranslFlag":0,"Authorstringtrunc":"van der Meer, J.W.; de Waal, J.P.","Englishabstract":null,"AbstractOtherLang":"In opdracht van de werkgroep TAW-A is door het Waterloopkundig laboratorium kleinschalig modelonderzoek uitgevoerd naar de waterbeweging op dijktaluds. In totaal zijn er meer dan 200 proeven uitgevoerd in een golfgoot waarbij golfoploop, golfoverslag, drukken, laagdiktes en watersnelheden zijn gemeten . De analyse van de proeven heeft geleid tot ontwerp- of toetsformules voor golfoploop en golfoverslag. Verschillende invloeden zijn door middel van reductiefactoren in de formules verwerkt. Dit zijn de invloeden van een berm, een ondiep voorland (golven dieptebeperkt), ruwheidselementen op het talud en van scheve golfaanval, zowel langkammige als kortkammige golven . De golfoploop kan als funktie van de breker-parameter worden beschreven. Golfoverslag wordt in twee formules gegeven, één voor brekende en één voor niet-brekende golven. Verder is een verdeling vastgesteld voor overslagvolumes per golf. 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