{"refrec":{"BRefID":107167,"RR":"<b>van der Meer, J.W.; Langenberg, J.W.; Klein Breteler, W.C.M.; Hurdle, D.P.; den Heijer, F.</b> (2002). Wave boundary conditions and overtopping in complex areas. <i>Infram Publications</i>, 10. INFRAM: Marknesse.  1-13 pp.","BEntID":102011,"PublicFlag":1,"CheckedFlag":0,"wosflag":null,"vabbflag":null,"RefStringPartII":". <i>Infram Publications</i>, 10. INFRAM: Marknesse.  1-13 pp.","DocTypID":5,"DocType":"Book/Monograph","MarineFlag":0,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"van der Meer, J.W.; Langenberg, J.W.; Klein Breteler, W.C.M.; Hurdle, D.P.; den Heijer, F.","OrigTitleTranslFlag":0,"Authorstringtrunc":"van der Meer, J.W. <i>et al.</i>","Englishabstract":"Low-crested breakwaters or dams may provide some sheltering of flood defence structures like dikes or seawalls. The area around such dams and flood defences very often has a complex geometry. This paper describes the process of transformation of extreme wave boundary conditions in front of such structures to the flood defence structures. Methods to calculate the required crest height for various types of complicated sea walls are given, based on allowable overtopping.","AbstractOtherLang":null,"BibLvlCode":"MS","StandardTitle":"Wave boundary conditions and overtopping in complex areas","OrigTitleLangCode":"en","OrigTitleLangCodeExtended":"eng","OrigTitleLangID":15,"DateLastModified":{"date":"2024-12-10 01:33:17.368041","timezone_type":1,"timezone":"+01:00"},"AuthorKeywords":null,"OtherDescriptors":null,"Notes":null,"AnaPub":null,"MonPub":2002,"DateUpdate":"2007-01-30","DateCreate":"2007-01-30","SecASFANote":null,"ConfID":null,"PeerRev":0,"VlizCoreFlag":1,"WoScode":null,"VABBcode":null,"OpenAcc":0},"refs":null,"anarec":null,"monrec":{"MonID":107167,"ISBN":null,"PubliDate":2002,"IssueDate":null,"Volume":"10","Issue":null,"Pagination":"1-13","Place":"Marknesse","Edition":null,"BRefXtra":null,"BRefXtraRR":null,"SerID":107168,"SerRR":"Infram Publications. 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