{"refrec":{"BRefID":356398,"RR":"<b>Brouwer, R.L.; Schramkowski, G.P.</b> (2022). Geïdealiseerde processtudie van systeemovergangen naar hypertroebelheid: WP 1.4 Basismodel sediment. Versie 4.0. <i>WL Rapporten</i>, 13_103_5. Waterbouwkundig Laboratorium: Antwerpen. VII, 31 + 3 p. bijl. pp. <a href=\"https://dx.doi.org/10.48607/127\" target=\"_blank\">https://dx.doi.org/10.48607/127</a>","BEntID":354112,"PublicFlag":1,"CheckedFlag":0,"wosflag":0,"vabbflag":0,"RefStringPartII":". Versie 4.0. <i>WL Rapporten</i>, 13_103_5. Waterbouwkundig Laboratorium: Antwerpen.  VII, 31 + 3 p. bijl. pp. <a href=\"https://dx.doi.org/10.48607/127\" target=\"_blank\">https://dx.doi.org/10.48607/127</a>","DocTypID":13,"DocType":"Reports","MarineFlag":0,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Brouwer, R.L.; Schramkowski, G.P.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Brouwer, R.L.; Schramkowski, G.P.","Englishabstract":null,"AbstractOtherLang":"In dit rapport wordt het geïdealiseerde sedimentmodel besproken en toegepast op het gehele Scheldebekken (van Vlissingen tot Gentbrugge). Dit model heef soortgelijke functonaliteiten als dat van Chernetsky e.a., 2010 maar is breder inzetbaar omdat het een algemenere breedtevariatie toelaat. Daarnaast is nu ook een belangrijk mechanisme, genaamd “spatal setling lag” (SSL), meegenomen. Dit proces accumuleert fijn sediment in gebieden waar de getijsnelheid laag is. Voor lage afvoeren (<~40 m<sup>3</sup>/s) wordt een estuarien troebelheidsmaximum (ETM) gevonden dat dichtbij de opwaartse stuw is gelokaliseerd. Bij afvoeren >~ 20 m<sup>3</sup>/s is er ook afwaarts een ETM dat verdwijnt als de af‐ voer hoger wordt dan ca 150 m<sup>3</sup>/s. Het SSL‐mechanisme is cruciaal voor het bestaan van dit afwaartse ETM omdat het voldoende sediment gevangen kan houden in het meer afwaartse deel van de Zeeschelde en de Westerschelde. Deze sedimentvang is direct gerelateerd aan de ruimtelijke verdeling van de M<sub>2</sub> ‐getijsnelheid in het bekken. Het troebelheidsmaximum nabij de stuw treedt enkel op voor valsnelheden hoger dan 0.5 mm/s. Het afwaartse ETM bestaat enkel indien de valsnelheid van het sediment hoger is dan ongeveer 1.5 mm/s.","BibLvlCode":"MS","StandardTitle":"Geïdealiseerde processtudie van systeemovergangen naar hypertroebelheid: WP 1.4 Basismodel sediment","OrigTitleLangCode":"nl","OrigTitleLangCodeExtended":"dut","OrigTitleLangID":41,"DateLastModified":{"date":"2026-04-22 01:42:02.299298","timezone_type":1,"timezone":"+02:00"},"UserAccessRight":null,"UserAccID":null,"AuthorKeywords":null,"OtherDescriptors":null,"Notes":null,"AnaPub":null,"MonPub":2022,"DateUpdate":"2022-10-18","DateCreate":"2022-10-14","SecASFANote":null,"ConfID":null,"PeerRev":0,"VlizCoreFlag":0,"WoScode":null,"VABBcode":null,"OpenAcc":0},"refs":null,"anarec":null,"monrec":{"MonID":356398,"ISBN":null,"PubliDate":2022,"IssueDate":null,"Volume":"13_103_5","Issue":null,"Pagination":"VII, 31 + 3 p. bijl.","Place":"Antwerpen","Edition":"Versie 4.0","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":31},"serrec":null,"relations":null,"relationsRev":null,"addrec":null,"othpubs":null,"ownerships":null,"authors":[{"AutName":"Brouwer","Firstname":null,"Initials":"R.L.","Affiliation":"Flanders Hydraulics Research","Discriminator":null,"CorporateFlag":0,"BEntID":354112,"AutID":234874,"OrderNr":1,"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":"0000-0001-6154-3410","PersID":32966,"InsID":116},{"AutName":"Schramkowski","Firstname":"George","Initials":"G.P.","Affiliation":"Flanders Hydraul Res, Berchemlei 115, B-2140 Antwerp, Belgium.","Discriminator":null,"CorporateFlag":0,"BEntID":354112,"AutID":292758,"OrderNr":2,"DegrID":null,"EditorFlag":0,"CorrespFlag":0,"IllustratorFlag":0,"ReviserFlag":0,"TranslatorFlag":0,"InsAcronym":null,"InsFSN":null,"ORCID":"0000-0002-2120-1085","PersID":11378,"InsID":null}],"mapdetails":null,"datasets":null,"monographs":null,"monparts":null,"serparts":null,"BEntOpen":354112,"BEntPrivate":null,"availability":[{"BInstID":382226,"LibID":2706,"BRefID":356398,"EmbargoDate":null,"FullEmbargoDate":null,"PhysMedID":16,"hasOCRd":1,"ShelfLocCode":"382226","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":152530,"Typ":7,"Descr":"From reference","imis_show":1,"preferred":1,"URL":"/imis?page=image&pic=152530","ext":"jpg","url":"https://images.vliz.be/thumbs/152530_ge-dealiseerde-processtudie-van-systeemovergangen-naar-hypertroebelheid-wp-1-4-basismodel-sediment.jpg"}],"thestermsPath":[{"ThesaurusTerm":"Cohesive sediment","ThestID":169969,"Acronym":"WL_KD","ThesTermPath":"Hydraulics and sediment > Sediment > Cohesive sediment"},{"ThesaurusTerm":"Sediment transport","ThestID":177356,"Acronym":"WL_KD","ThesTermPath":"Hydraulics and sediment > Sediment > Sediment transport"},{"ThesaurusTerm":"Upstream discharge","ThestID":169973,"Acronym":"WL_KD","ThesTermPath":"Hydraulics and sediment > Sediment > Upstream discharge"},{"ThesaurusTerm":"Tides","ThestID":8613,"Acronym":"ASFA","ThesTermPath":"Motion > Tidal motion > Tides"},{"ThesaurusTerm":"Numerical modelling","ThestID":169920,"Acronym":"WL_KDT","ThesTermPath":"Numerical modelling"},{"ThesaurusTerm":"Salinity","ThestID":7093,"Acronym":"ASFA","ThesTermPath":"Properties > Chemical properties > Salinity"},{"ThesaurusTerm":"Sediment transport","ThestID":7391,"Acronym":"ASFA","ThesTermPath":"Transport > Sediment transport"},{"ThesaurusTerm":"Estuaries","ThestID":2895,"Acronym":"ASFA","ThesTermPath":"Water bodies > Coastal waters > Coastal landforms > Coastal inlets > Estuaries"}],"thestermsASFA":[{"ThesaurusTerm":"Cohesive sediment"},{"ThesaurusTerm":"Estuaries"},{"ThesaurusTerm":"Numerical modelling"},{"ThesaurusTerm":"Salinity"},{"ThesaurusTerm":"Sediment transport"},{"ThesaurusTerm":"Sediment transport"},{"ThesaurusTerm":"Tides"},{"ThesaurusTerm":"Upstream discharge"}],"taxtermsASFA":null,"geotermsASFA":[{"GeoTerm":"Scheldt Estuary"}],"collections":[{"Collection":"ScheldeMonitor","ShortName":"scheldemonitor"},{"Collection":"Waterbouwkundig Laboratorium","ShortName":"WL"}],"conf":null,"proj":null,"Physdatasets":null,"spcols":{"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"},"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)"},"637":{"SpName":"Hydrodynamics","SpColID":637,"ParSpColID":867,"TopParID":867,"ShortName":"Hydrodynamiek","URLLocation":null,"LibID":null,"OpenRepoFlag":null,"SpTypID":null,"TopParIDNotWebsite":867,"SpColPath":"IMIS themes/Hydrodynamiek"},"867":{"SpName":"IMIS themes","SpColID":867,"ParSpColID":null,"TopParID":null,"ShortName":"IMIS themes","URLLocation":null,"LibID":null,"OpenRepoFlag":null,"SpTypID":null,"TopParIDNotWebsite":null,"SpColPath":"IMIS themes"},"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"},"639":{"SpName":"Physics and chemistry","SpColID":639,"ParSpColID":867,"TopParID":867,"ShortName":"Fysicochemie","URLLocation":null,"LibID":null,"OpenRepoFlag":null,"SpTypID":null,"TopParIDNotWebsite":867,"SpColPath":"IMIS themes/Fysicochemie"},"27":{"SpName":"ScheldeMonitor","SpColID":27,"ParSpColID":null,"TopParID":null,"ShortName":"scheldemonitor","URLLocation":null,"LibID":null,"OpenRepoFlag":null,"SpTypID":null,"TopParIDNotWebsite":null,"SpColPath":"scheldemonitor"},"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":736,"DOI":"10.48607/127","fullDOI":"https://dx.doi.org/10.48607/127"},"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":354112,"AbstractFlag":0,"LangID":41,"LangCode":"nl","Lang":"Dutch","DutchTerm":"Nederlands","LangCodeExtended":"dut"}],"urls":null,"thesterms":[{"ThesaurusTerm":"Cohesive sediment","ThestID":169969,"Acronym":"WL_KD","ThesTypID":12,"ThesType":"WL Kennisdomein"},{"ThesaurusTerm":"Estuaries","ThestID":2895,"Acronym":"ASFA","ThesTypID":1,"ThesType":"ASFA Thesaurus List"},{"ThesaurusTerm":"Numerical modelling","ThestID":169920,"Acronym":"WL_KDT","ThesTypID":13,"ThesType":"WL Kennisdomein types"},{"ThesaurusTerm":"Salinity","ThestID":7093,"Acronym":"ASFA","ThesTypID":1,"ThesType":"ASFA Thesaurus List"},{"ThesaurusTerm":"Sediment transport","ThestID":7391,"Acronym":"ASFA","ThesTypID":1,"ThesType":"ASFA Thesaurus List"},{"ThesaurusTerm":"Sediment transport","ThestID":177356,"Acronym":"WL_KD","ThesTypID":12,"ThesType":"WL Kennisdomein"},{"ThesaurusTerm":"Tides","ThestID":8613,"Acronym":"ASFA","ThesTypID":1,"ThesType":"ASFA Thesaurus List"},{"ThesaurusTerm":"Upstream discharge","ThestID":169973,"Acronym":"WL_KD","ThesTypID":12,"ThesType":"WL Kennisdomein"}],"taxterms":null,"geoterms":[{"GeoTerm":"Scheldt Estuary","GeoObjectID":4812,"GeotID":8468}],"othterms":null,"asfacodes":null,"asfa2codes":null,"thestermsFRIS":[{"ThesaurusTerm":"Cohesive sediment","DutchTerm":"Cohesief sediment","ThestID":169969,"Acronym":"WL_KD","ThesTypID":12,"ThesType":"WL Kennisdomein"},{"ThesaurusTerm":"Estuaries","DutchTerm":"Estuaria","ThestID":2895,"Acronym":"ASFA","ThesTypID":1,"ThesType":"ASFA Thesaurus List"},{"ThesaurusTerm":"Numerical modelling","DutchTerm":"Numerieke modelleringen","ThestID":169920,"Acronym":"WL_KDT","ThesTypID":13,"ThesType":"WL Kennisdomein types"},{"ThesaurusTerm":"Salinity","DutchTerm":"Saliniteit","ThestID":7093,"Acronym":"ASFA","ThesTypID":1,"ThesType":"ASFA Thesaurus List"},{"ThesaurusTerm":"Sediment transport","DutchTerm":"Sedimenttransport","ThestID":7391,"Acronym":"ASFA","ThesTypID":1,"ThesType":"ASFA Thesaurus List"},{"ThesaurusTerm":"Sediment transport","DutchTerm":"Sedimenttransport","ThestID":177356,"Acronym":"WL_KD","ThesTypID":12,"ThesType":"WL Kennisdomein"},{"ThesaurusTerm":"Tides","DutchTerm":"Getijden","ThestID":8613,"Acronym":"ASFA","ThesTypID":1,"ThesType":"ASFA Thesaurus List"},{"ThesaurusTerm":"Upstream discharge","DutchTerm":"Bovenafvoer","ThestID":169973,"Acronym":"WL_KD","ThesTypID":12,"ThesType":"WL Kennisdomein"}],"taxtermsFRIS":null,"geotermsFRIS":[{"GeoTerm":"Scheldt Estuary","DutchTerm":"Schelde-estuarium"}],"othtermsFRIS":null,"resmessage":"","complete":1,"sessions":{"newSesName":"Cerpentier, Steven, S.","newSesDate":{"date":"2022-10-14 08:54:12.357000","timezone_type":3,"timezone":"Europe/Brussels"},"updSesName":"Cerpentier, Steven, S.","updSesDate":{"date":"2022-10-18 09:07:47.313000","timezone_type":3,"timezone":"Europe/Brussels"}}}