{"refrec":{"BRefID":349406,"RR":"<b>Coen, L.; Nossent, J.</b> (2022). Optimalisatie overloopdijk GOG Bastenakkers: scenarioberekeningen. Versie 3.0. <i>WL Rapporten</i>, 21_087_1. Waterbouwkundig Laboratorium: Antwerpen. VII, 27 pp. <a href=\"https://dx.doi.org/10.48607/72\" target=\"_blank\">https://dx.doi.org/10.48607/72</a>","BEntID":347101,"PublicFlag":1,"CheckedFlag":0,"wosflag":0,"vabbflag":0,"RefStringPartII":". Versie 3.0. <i>WL Rapporten</i>, 21_087_1. Waterbouwkundig Laboratorium: Antwerpen.  VII, 27 pp. <a href=\"https://dx.doi.org/10.48607/72\" target=\"_blank\">https://dx.doi.org/10.48607/72</a>","DocTypID":13,"DocType":"Reports","MarineFlag":0,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Coen, L.; Nossent, J.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Coen, L.; Nossent, J.","Englishabstract":null,"AbstractOtherLang":"Op vraag van De Vlaamse Waterweg Regio Centraal wordt het effect nagegaan van het inkorten van de overloopdijk van GOG Bastenakkers, ten opzichte van het MWeA. Het inkorten van de overloopdijk kan enerzijds zorgen voor een sterke besparing in de kosten bij de bouw van het GOG, en anderzijds mogelijk zorgen voor een efficiëntere werking van het GOG. Hiervoor zal het effect op het maximum waterpeil in de Zeeschelde bekeken te worden.<br>Het effect van het inkorten van de overloopdijk is afhankelijk van de lengte waarmee de overloopdijk ingekort wordt en de terugkeerperiode van de composietstorm. Algemeen zorgt een kortere overloopdijk voor een vertraagde vulling van het GOG. Voornamelijk bij hogere terugkeerperiode, bij composietstormen representatief voor het jaar 2000, zorgt dit voor een daling van het maximum waterpeil in de Zeeschelde afwaarts van het GOG, en een stijging opwaarts van het GOG. Bij de composietstormen representatief voor het jaar 2100, met een lage terugkeerperiode (T50 en T100) treedt een daling op van het maximum waterpeil in de Zeeschelde opwaarts van het GOG, en een stijging afwaarts van het GOG. Bij hogere terugkeerperiodes is het effect nauwelijks zichtbaar. ","BibLvlCode":"MS","StandardTitle":"Optimalisatie overloopdijk GOG Bastenakkers: scenarioberekeningen","OrigTitleLangCode":"nl","OrigTitleLangCodeExtended":"dut","OrigTitleLangID":41,"DateLastModified":{"date":"2026-06-05 01:37:24.441262","timezone_type":1,"timezone":"+02:00"},"UserAccessRight":null,"UserAccID":null,"AuthorKeywords":"GOG; Overloopdijk; Sigmaplan; Bastenakkers","OtherDescriptors":null,"Notes":null,"AnaPub":null,"MonPub":2022,"DateUpdate":"2022-03-04","DateCreate":"2022-01-31","SecASFANote":null,"ConfID":null,"PeerRev":0,"VlizCoreFlag":0,"WoScode":null,"VABBcode":null,"OpenAcc":0},"refs":null,"anarec":null,"monrec":{"MonID":349406,"ISBN":null,"PubliDate":2022,"IssueDate":null,"Volume":"21_087_1","Issue":null,"Pagination":"VII, 27","Place":"Antwerpen","Edition":"Versie 3.0","BRefXtra":null,"BRefXtraRR":null,"SerID":24938,"SerRR":"WL Rapporten. Waterbouwkundig Laboratorium: Antwerpen. ","Ser2BRefID":null,"Ser2RR":null,"StandardTitleSer":"WL Rapporten","ISSN":null,"AbbrevSer":null,"Degree":null,"ThesisID":null,"InsID":null,"Acronym":null,"FullStandardName":null,"ToPubliDate":null,"SerNotes":null,"eISBN":null,"Pages":27},"serrec":null,"relations":null,"relationsRev":null,"addrec":null,"othpubs":null,"ownerships":[{"Surname":null,"Firstname":null,"Initials":null,"PerPublicFlag":null,"InsPublicFlag":1,"Acronym":null,"OrigNameLangCode":null,"OrigNameLangID":null,"FullOrigName":null,"InsOwnerCNT":1,"PersID":null,"InsID":14126,"PersLink":1,"InsLink":1,"FullInstitute":"De Vlaamse Waterweg","RoleID":32,"Role":"Proposer","OrigName":null,"StandardName":"De Vlaamse Waterweg","FullAcronym":null}],"authors":[{"AutName":"Coen","Firstname":"Leen","Initials":"L.","Affiliation":null,"Discriminator":null,"CorporateFlag":0,"BEntID":347101,"AutID":77960,"OrderNr":1,"DegrID":null,"EditorFlag":0,"CorrespFlag":0,"IllustratorFlag":0,"ReviserFlag":0,"TranslatorFlag":0,"InsAcronym":null,"InsFSN":null,"ORCID":"0009-0003-0729-3053","PersID":16217,"InsID":null},{"AutName":"Nossent","Firstname":"Jiri","Initials":"J.","Affiliation":null,"Discriminator":null,"CorporateFlag":0,"BEntID":347101,"AutID":189890,"OrderNr":2,"DegrID":null,"EditorFlag":0,"CorrespFlag":0,"IllustratorFlag":0,"ReviserFlag":0,"TranslatorFlag":0,"InsAcronym":"WL","InsFSN":"Vlaamse overheid; Beleidsdomein Mobiliteit en Openbare Werken; Vlaams Ministerie Mobiliteit en Openbare Werken; Departement Mobiliteit en Openbare Werken; Waterbouwkundig Laboratorium","ORCID":"0000-0002-4155-3002","PersID":12186,"InsID":116}],"mapdetails":null,"datasets":null,"monographs":null,"monparts":null,"serparts":null,"BEntOpen":347101,"BEntPrivate":null,"availability":[{"BInstID":372202,"LibID":2706,"BRefID":349406,"EmbargoDate":null,"FullEmbargoDate":null,"PhysMedID":16,"hasOCRd":1,"ShelfLocCode":"372202","RFID":null,"PaidValue":null,"Medium":"Server","Description":"Open Archive Documents","Acronym":"WL","Library":"Waterbouwkundig Laboratorium","DutchTerm":"Open Archief","URL":null,"ClassifID":223,"Classification":"Open Repository","ReqLink":null,"ClassifTypID":2,"URLLocation":"https://www.vliz.be/imisdocs/publications/","SubDir":1,"InternalReq":0,"LoggedInReq":0,"Disclaimer":"Disclaimer_OWA","DutchDisclaimer":null,"FileFormat":".pdf","FileDescr":"pdf","InsPub":1,"InsID":116,"FileFormID":6,"LendableFlag":null,"PublicFlag":1,"orderLib":"Waterbouwkundig Laboratorium","Notes":null,"AccConID":null,"AccessConstraint":null,"LicURL":null}],"litstyles":[{"LitStyID":20,"Style":"Project report"}],"thespers":null,"arch2discl":462,"SERpubls":[{"PublName":"Waterbouwkundig Laboratorium","Place":"Antwerpen"}],"MONpubls":null,"pictures":[{"pic_id":150418,"Typ":7,"Descr":"From reference","imis_show":1,"preferred":1,"URL":"/imis?page=image&pic=150418","ext":"jpg","url":"https://images.vliz.be/thumbs/150418_optimalisatie-overloopdijk-gog-bastenakkers-scenarioberekeningen.jpg"}],"thestermsPath":[{"ThesaurusTerm":"Numerical modelling","ThestID":169920,"Acronym":"WL_KDT","ThesTermPath":"Numerical modelling"},{"ThesaurusTerm":"Hydrodynamic models","ThestID":170017,"Acronym":"WL_KD","ThesTermPath":"Water management > Hydraulics > Hydrodynamic models"}],"thestermsASFA":[{"ThesaurusTerm":"Hydrodynamic models"},{"ThesaurusTerm":"Numerical modelling"}],"taxtermsASFA":null,"geotermsASFA":null,"collections":[{"Collection":"Waterbouwkundig Laboratorium","ShortName":"WL"}],"conf":null,"proj":[{"ProID":5204,"Acronym":null,"ProStandardTitle":"Optimalisatie overloopdijk GOG Bastenakkers","BYear":2021,"BMonth":8,"EYear":2022,"EMonth":2,"FP7Code":null,"RelID":null,"Relation":null,"DutchTerm":null}],"Physdatasets":null,"spcols":{"1020":{"SpName":"FRIS (WL)","SpColID":1020,"ParSpColID":130,"TopParID":130,"ShortName":"FRIS (WL)","URLLocation":null,"LibID":2706,"OpenRepoFlag":null,"SpTypID":null,"TopParIDNotWebsite":null,"SpColPath":"WL/FRIS (WL)"},"462":{"SpName":"OpenDocs:OWA","SpColID":462,"ParSpColID":130,"TopParID":130,"ShortName":"OWA","URLLocation":"https://documentatiecentrum.watlab.be/owa/imis.php?module=ref&refid=","LibID":2706,"OpenRepoFlag":1,"SpTypID":null,"TopParIDNotWebsite":null,"SpColPath":"WL/OWA"},"130":{"SpName":"Waterbouwkundig Laboratorium","SpColID":130,"ParSpColID":null,"TopParID":null,"ShortName":"WL","URLLocation":null,"LibID":2706,"OpenRepoFlag":null,"SpTypID":1,"TopParIDNotWebsite":null,"SpColPath":"WL"},"1025":{"SpName":"WL expert","SpColID":1025,"ParSpColID":null,"TopParID":null,"ShortName":"WL expert","URLLocation":null,"LibID":null,"OpenRepoFlag":null,"SpTypID":null,"TopParIDNotWebsite":null,"SpColPath":"WL expert"},"361":{"SpName":"WL Rapporten","SpColID":361,"ParSpColID":130,"TopParID":130,"ShortName":"wl rapporten","URLLocation":null,"LibID":2706,"OpenRepoFlag":null,"SpTypID":null,"TopParIDNotWebsite":null,"SpColPath":"WL/wl rapporten"}},"doi":{"DOIID":648,"DOI":"10.48607/72","fullDOI":"https://dx.doi.org/10.48607/72"},"publs":[{"PublID":2030,"PublName":"Waterbouwkundig Laboratorium","InsID":116,"PersID":null,"INBOID":6434,"OrderNr":1}],"serparttypes":null,"monauthors":null,"MParts":null,"SParts":null,"hLibs":null,"langs":[{"BEntID":347101,"AbstractFlag":0,"LangID":41,"LangCode":"nl","Lang":"Dutch","DutchTerm":"Nederlands","LangCodeExtended":"dut"},{"BEntID":347101,"AbstractFlag":1,"LangID":41,"LangCode":"nl","Lang":"Dutch","DutchTerm":"Nederlands","LangCodeExtended":"dut"}],"urls":null,"thesterms":[{"ThesaurusTerm":"Hydrodynamic models","ThestID":170017,"Acronym":"WL_KD","ThesTypID":12,"ThesType":"WL Kennisdomein"},{"ThesaurusTerm":"Numerical modelling","ThestID":169920,"Acronym":"WL_KDT","ThesTypID":13,"ThesType":"WL Kennisdomein types"}],"taxterms":null,"geoterms":null,"othterms":null,"asfacodes":null,"asfa2codes":null,"thestermsFRIS":[{"ThesaurusTerm":"Hydrodynamic models","DutchTerm":"Hydrodynamische modellen","ThestID":170017,"Acronym":"WL_KD","ThesTypID":12,"ThesType":"WL Kennisdomein"},{"ThesaurusTerm":"Numerical modelling","DutchTerm":"Numerieke modelleringen","ThestID":169920,"Acronym":"WL_KDT","ThesTypID":13,"ThesType":"WL Kennisdomein types"}],"taxtermsFRIS":null,"geotermsFRIS":null,"othtermsFRIS":null,"resmessage":"","complete":1,"sessions":{"newSesName":"Baertsoen, Claudia, C.","newSesDate":{"date":"2022-01-31 13:02:52.937000","timezone_type":3,"timezone":"Europe/Brussels"},"updSesName":"Cerpentier, Steven, S.","updSesDate":{"date":"2022-03-04 16:16:29.150000","timezone_type":3,"timezone":"Europe/Brussels"}}}