{"refrec":{"BRefID":87107,"RR":"<b>Gysens, S.</b> (2003). Overslag reducerende maatregelen voor zeedijken: beproeving van een specifiek dijkprofiel. Ir Thesis. Universiteit Gent. Faculteit van de Toegepaste Wetenschappen. Vakgroep Civiele Techniek: Gent.  99 + appendices pp.","BEntID":82609,"PublicFlag":1,"CheckedFlag":0,"wosflag":null,"vabbflag":null,"RefStringPartII":". Ir Thesis. Universiteit Gent. Faculteit van de Toegepaste Wetenschappen. Vakgroep Civiele Techniek: Gent.  99 + appendices pp.","DocTypID":5,"DocType":"Book/Monograph","MarineFlag":1,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Gysens, S.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Gysens, S.","Englishabstract":null,"AbstractOtherLang":"In onderhavig werkstuk wordt vooral onderzoek verricht naar golfovertopping van dijkstructuren. Door middel van een fysische golfgoot kan de overslag per tijdseenheid, of het overtoppingsdebiet, experimenteel bepaald worden. Een schaalmodel van de dijkstructuur wordt hierbij in de golfgoot ingebouwd.<br>De gebruikte goot bevindt zich in de Afdeling Weg- en Waterbouwkunde van de Universiteit Gent.<br><br>Een eerste deel beschrijft het toetsen van een klassieke dijkstructuur in de golfgoot aan de meest gangbare overtoppingswetten.  In een tweede deel onderzoekt men enkele overslag reducerende maatregelen.<br><br>Om de overslag te beperken dient men op de overtoppingsparameters eigen aan de dijkstructuur in te spelen. Het hier bestudeerde profiel is een dijk met “stilling wave basin”, een soort bassin waarin de golven hun energie verliezen, waardoor ze niet langer over de kruin van de dijk slaan. Het is de bedoeling de invloed van dit bassin op het overtoppingsdebiet te bepalen en vervolgens de klassieke overtoppingswetten aan te passen zodat zij ook bruikbaar worden voor deze constructie. Eveneens kan hiermee een reductiefactor voor de overslag worden afgeleid voor een dijk met het “stilling wave basin” t.o. v. een klassieke dijk.<br><br>Het laatste deel beschouwt de situatie te Oostende. Er worden een aantal ingrepen op het bassin zelf uitgevoerd, met als doel een minimale overslag te bekomen.","BibLvlCode":"M","StandardTitle":"Overslag reducerende maatregelen voor zeedijken: beproeving van een specifiek dijkprofiel","OrigTitleLangCode":"nl","OrigTitleLangCodeExtended":"dut","OrigTitleLangID":41,"DateLastModified":{"date":"2024-12-10 01:33:17.368041","timezone_type":1,"timezone":"+01:00"},"UserAccessRight":null,"UserAccID":null,"AuthorKeywords":null,"OtherDescriptors":null,"Notes":null,"AnaPub":null,"MonPub":2003,"DateUpdate":"2009-02-19","DateCreate":"2005-07-15","SecASFANote":null,"ConfID":null,"PeerRev":null,"VlizCoreFlag":1,"WoScode":null,"VABBcode":null,"OpenAcc":0},"refs":null,"anarec":null,"monrec":{"MonID":87107,"ISBN":null,"PubliDate":2003,"IssueDate":null,"Volume":null,"Issue":null,"Pagination":"99 + appendices","Place":"Gent","Edition":null,"BRefXtra":null,"BRefXtraRR":null,"SerID":null,"SerRR":null,"Ser2BRefID":null,"Ser2RR":null,"StandardTitleSer":null,"ISSN":null,"AbbrevSer":null,"Degree":"Ir","ThesisID":87107,"InsID":4806,"Acronym":null,"FullStandardName":"Universiteit Gent; Faculteit Ingenieurswetenschappen; Vakgroep Civiele Techniek","ToPubliDate":null,"SerNotes":null,"eISBN":null,"Pages":99},"serrec":null,"relations":null,"relationsRev":null,"addrec":null,"othpubs":null,"ownerships":null,"authors":[{"AutName":"Gysens","Firstname":"Stefaan","Initials":"S.","Affiliation":null,"Discriminator":null,"CorporateFlag":0,"BEntID":82609,"AutID":60349,"OrderNr":1,"DegrID":null,"EditorFlag":0,"CorrespFlag":0,"IllustratorFlag":0,"ReviserFlag":0,"TranslatorFlag":0,"InsAcronym":null,"InsFSN":null,"ORCID":null,"PersID":17063,"InsID":null}],"mapdetails":null,"datasets":null,"monographs":null,"monparts":null,"serparts":null,"BEntOpen":null,"BEntPrivate":null,"availability":[{"BInstID":80557,"LibID":2706,"BRefID":87107,"EmbargoDate":null,"FullEmbargoDate":null,"PhysMedID":0,"hasOCRd":null,"ShelfLocCode":"G6","RFID":null,"PaidValue":null,"Medium":"Paper","Description":null,"Acronym":"WL","Library":"Waterbouwkundig Laboratorium","DutchTerm":null,"URL":null,"ClassifID":134,"Classification":"Thesissen","ReqLink":null,"ClassifTypID":null,"URLLocation":null,"SubDir":null,"InternalReq":null,"LoggedInReq":null,"Disclaimer":null,"DutchDisclaimer":null,"FileFormat":null,"FileDescr":null,"InsPub":1,"InsID":116,"FileFormID":null,"LendableFlag":null,"PublicFlag":1,"orderLib":"Waterbouwkundig Laboratorium","Notes":null,"AccConID":null,"AccessConstraint":null,"LicURL":null}],"litstyles":[{"LitStyID":7,"Style":"Dissertation"}],"thespers":[{"PersID":138,"Surname":"De Rouck","Firstname":"Julien","Initials":"J.","Role":"Promotor"},{"PersID":2536,"Surname":"Geeraerts","Firstname":"Jimmy","Initials":"J.","Role":"Promotor"}],"arch2discl":null,"SERpubls":null,"MONpubls":null,"pictures":[],"thestermsPath":[{"ThesaurusTerm":"Wave tanks","ThestID":9250,"Acronym":"ASFA","ThesTermPath":"Containers > Tanks > Wave tanks"},{"ThesaurusTerm":"Dikes (embankments)","ThestID":2329,"Acronym":"ASFA","ThesTermPath":"Dikes (embankments)"},{"ThesaurusTerm":"Reduction","ThestID":63619,"Acronym":"CSA","ThesTermPath":"Reduction"},{"ThesaurusTerm":"Coast defences","ThestID":1623,"Acronym":"ASFA","ThesTermPath":"Structures > Hydraulic structures > Coastal structures > Coast defences"},{"ThesaurusTerm":"Wave overtopping","ThestID":9218,"Acronym":"ASFA","ThesTermPath":"Wave overtopping"}],"thestermsASFA":[{"ThesaurusTerm":"Coast defences"},{"ThesaurusTerm":"Reduction"},{"ThesaurusTerm":"Wave tanks"}],"taxtermsASFA":null,"geotermsASFA":[{"GeoTerm":"Oostende"}],"collections":[{"Collection":"Waterbouwkundig Laboratorium","ShortName":"WL"}],"conf":null,"proj":null,"Physdatasets":null,"spcols":{"5":{"SpName":"Belgian theses on marine topics","SpColID":5,"ParSpColID":396,"TopParID":396,"ShortName":"Belgian marine theses","URLLocation":null,"LibID":null,"OpenRepoFlag":0,"SpTypID":null,"TopParIDNotWebsite":396,"SpColPath":"vliz:biblio/Belgian marine theses"},"222":{"SpName":"BMB - Belgische Mariene Bibliografie","SpColID":222,"ParSpColID":null,"TopParID":null,"ShortName":"BMB","URLLocation":null,"LibID":36,"OpenRepoFlag":null,"SpTypID":null,"TopParIDNotWebsite":null,"SpColPath":"BMB"},"396":{"SpName":"VLIZ Bibliographies","SpColID":396,"ParSpColID":null,"TopParID":null,"ShortName":"vliz:biblio","URLLocation":null,"LibID":null,"OpenRepoFlag":null,"SpTypID":null,"TopParIDNotWebsite":null,"SpColPath":"vliz:biblio"},"130":{"SpName":"Waterbouwkundig Laboratorium","SpColID":130,"ParSpColID":null,"TopParID":null,"ShortName":"WL","URLLocation":null,"LibID":2706,"OpenRepoFlag":null,"SpTypID":1,"TopParIDNotWebsite":null,"SpColPath":"WL"}},"doi":null,"publs":[{"PublID":1845,"PublName":"Universiteit Gent. 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