{"refrec":{"BRefID":391594,"RR":"<b>Meire, D.; Nguyen, D.; Stark, J.; Vanlede, J.</b> (2024). Een geïntegreerde aanpak voor de Durme: sub report 6. Scenarios intertidal areas. Version 4.0. <i>FH reports</i>, 19_016_6. Flanders Hydraulics: Antwerp. VI, 49 + 6 p. app. pp. <a href=\"https://dx.doi.org/10.48607/237\" target=\"_blank\">https://dx.doi.org/10.48607/237</a>","BEntID":389341,"PublicFlag":1,"CheckedFlag":0,"wosflag":0,"vabbflag":0,"RefStringPartII":". Version 4.0. <i>FH reports</i>, 19_016_6. Flanders Hydraulics: Antwerp.  VI, 49 + 6 p. app. pp. <a href=\"https://dx.doi.org/10.48607/237\" target=\"_blank\">https://dx.doi.org/10.48607/237</a>","DocTypID":13,"DocType":"Reports","MarineFlag":0,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Meire, D.; Nguyen, D.; Stark, J.; Vanlede, J.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Meire, D. <i>et al.</i>","Englishabstract":"<span lang=\"EN-US\" dir=\"ltr\">Within the framework of the Sigma plan, several areas will be attached to the Durme river in the near future. &nbsp;In this report, the influence of these additional intertidal areas, both in the form of depoldered areas &nbsp;(Klein Broek, Groot Broek) as well as a flood control area with controlled reduced tide FCA-CRT (De Bunt) &nbsp;on the tidal characteristics and velocity patterns along the Durme is examined.</span><br><span lang=\"EN-US\" dir=\"ltr\">All Sigma areas lead to an increase in the tidal prism in the Durme. Among the three areas, the polder Groot &nbsp;Broek has the largest influence on the hydrodynamics of the Durme river and De Bunt shows the least effect. &nbsp;The implementation of Groot Broek alone or together with the other two Sigma areas results in lower high &nbsp;waters in the Durme river. The largest reduction was calculated for the middle river section where the water &nbsp;levels are highest along the Durme river. A strong effect of the three Sigma areas on the current velocity was &nbsp;calculated downstream of the areas with higher peak velocities.</span><br><span lang=\"EN-US\" dir=\"ltr\">The peak velocity asymmetry isflood dominated in most of the river section. Activating the polder Klein Broek &nbsp;and/or Groot Broek weakens the flood dominant tidal asymmetry. The polder Groot Broek shows stronger &nbsp;effect and even alters the velocity asymmetry to ebb dominance at the river section near the mouth. In terms &nbsp;of sediment transport, the polder Klein Broek and Groot Broek could slow down the sedimentation process &nbsp;in the downstream part of the Durme river.</span>","AbstractOtherLang":null,"BibLvlCode":"MS","StandardTitle":"Een geïntegreerde aanpak voor de Durme: sub report 6. Scenarios intertidal areas","OrigTitleLangCode":"nl","OrigTitleLangCodeExtended":"dut","OrigTitleLangID":41,"DateLastModified":{"date":"2026-04-17 01:41:05.351938","timezone_type":1,"timezone":"+02:00"},"UserAccessRight":null,"UserAccID":null,"AuthorKeywords":"Sigmaplan","OtherDescriptors":null,"Notes":null,"AnaPub":null,"MonPub":2024,"DateUpdate":"2024-04-29","DateCreate":"2024-03-26","SecASFANote":null,"ConfID":null,"PeerRev":0,"VlizCoreFlag":1,"WoScode":null,"VABBcode":null,"OpenAcc":0},"refs":null,"anarec":null,"monrec":{"MonID":391594,"ISBN":null,"PubliDate":2024,"IssueDate":null,"Volume":"19_016_6","Issue":null,"Pagination":"VI, 49 + 6 p. app.","Place":"Antwerp","Edition":"Version 4.0","BRefXtra":null,"BRefXtraRR":null,"SerID":362151,"SerRR":"FH reports. Flanders Hydraulics: Antwerp. ","Ser2BRefID":null,"Ser2RR":null,"StandardTitleSer":"FH reports","ISSN":null,"AbbrevSer":null,"Degree":null,"ThesisID":null,"InsID":null,"Acronym":null,"FullStandardName":null,"ToPubliDate":null,"SerNotes":null,"eISBN":null,"Pages":49},"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":"Meire","Firstname":"Dieter","Initials":"D.","Affiliation":null,"Discriminator":null,"CorporateFlag":0,"BEntID":389341,"AutID":234909,"OrderNr":1,"DegrID":null,"EditorFlag":0,"CorrespFlag":0,"IllustratorFlag":0,"ReviserFlag":0,"TranslatorFlag":0,"InsAcronym":null,"InsFSN":null,"ORCID":"0009-0001-5093-9054","PersID":27163,"InsID":null},{"AutName":"Nguyen","Firstname":null,"Initials":"D.","Affiliation":null,"Discriminator":null,"CorporateFlag":0,"BEntID":389341,"AutID":437893,"OrderNr":2,"DegrID":null,"EditorFlag":0,"CorrespFlag":0,"IllustratorFlag":0,"ReviserFlag":0,"TranslatorFlag":0,"InsAcronym":null,"InsFSN":null,"ORCID":null,"PersID":null,"InsID":null},{"AutName":"Stark","Firstname":"Jeroen","Initials":"J.","Affiliation":"Flanders Hydraulics Research","Discriminator":null,"CorporateFlag":0,"BEntID":389341,"AutID":272950,"OrderNr":3,"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":"0000-0002-5874-1704","PersID":30898,"InsID":116},{"AutName":"Vanlede","Firstname":"Joris","Initials":"J.","Affiliation":"Waterbouwkundig Laboratorium","Discriminator":null,"CorporateFlag":0,"BEntID":389341,"AutID":145735,"OrderNr":4,"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":"0000-0002-7348-4603","PersID":11130,"InsID":116}],"mapdetails":null,"datasets":null,"monographs":null,"monparts":null,"serparts":null,"BEntOpen":389341,"BEntPrivate":null,"availability":[{"BInstID":398931,"LibID":2706,"BRefID":391594,"EmbargoDate":null,"FullEmbargoDate":null,"PhysMedID":16,"hasOCRd":1,"ShelfLocCode":"398931","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":"Flanders Hydraulics","Place":"Antwerp"}],"MONpubls":null,"pictures":[{"pic_id":169042,"Typ":7,"Descr":"From reference","imis_show":1,"preferred":1,"URL":"/en/imis?page=image&pic=169042","ext":"jpg","url":"https://images.vliz.be/thumbs/169042_een-ge-ntegreerde-aanpak-voor-de-durme-sub-report-6-scenarios-intertidal-areas.jpg"}],"thestermsPath":[{"ThesaurusTerm":"Current velocities and patterns","ThestID":169960,"Acronym":"WL_KD","ThesTermPath":"Hydraulics and sediment > Hydrodynamics > Current velocities and patterns"},{"ThesaurusTerm":"Tides","ThestID":169958,"Acronym":"WL_KD","ThesTermPath":"Hydraulics and sediment > Hydrodynamics > Tides"},{"ThesaurusTerm":"Numerical modelling","ThestID":169920,"Acronym":"WL_KDT","ThesTermPath":"Numerical modelling"}],"thestermsASFA":[{"ThesaurusTerm":"Current velocities and patterns"},{"ThesaurusTerm":"Numerical modelling"},{"ThesaurusTerm":"Tides"}],"taxtermsASFA":null,"geotermsASFA":[{"GeoTerm":"Durme R."}],"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"},"643":{"SpName":"Hydrodynamics: Water level and tides","SpColID":643,"ParSpColID":637,"TopParID":867,"ShortName":"Hydrodynamiek: Waterstanden & Getij","URLLocation":null,"LibID":null,"OpenRepoFlag":null,"SpTypID":null,"TopParIDNotWebsite":867,"SpColPath":"IMIS themes/Hydrodynamiek/Hydrodynamiek: Waterstanden & Getij"},"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"},"45":{"SpName":"Safety","SpColID":45,"ParSpColID":867,"TopParID":867,"ShortName":"Veiligheid","URLLocation":null,"LibID":null,"OpenRepoFlag":null,"SpTypID":null,"TopParIDNotWebsite":867,"SpColPath":"IMIS themes/Veiligheid"},"209":{"SpName":"Safety: Inundation","SpColID":209,"ParSpColID":45,"TopParID":867,"ShortName":"Veiligheid:overstroming","URLLocation":null,"LibID":null,"OpenRepoFlag":null,"SpTypID":null,"TopParIDNotWebsite":867,"SpColPath":"IMIS themes/Veiligheid/Veiligheid:overstroming"},"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":981,"DOI":"10.48607/237","fullDOI":"https://dx.doi.org/10.48607/237"},"publs":[{"PublID":2028,"PublName":"Flanders Hydraulics","InsID":116,"PersID":null,"INBOID":null,"OrderNr":1}],"serparttypes":null,"monauthors":null,"MParts":null,"SParts":null,"hLibs":null,"langs":[{"BEntID":389341,"AbstractFlag":0,"LangID":15,"LangCode":"en","Lang":"English","DutchTerm":"Engels","LangCodeExtended":"eng"},{"BEntID":389341,"AbstractFlag":0,"LangID":41,"LangCode":"nl","Lang":"Dutch","DutchTerm":"Nederlands","LangCodeExtended":"dut"},{"BEntID":389341,"AbstractFlag":1,"LangID":15,"LangCode":"en","Lang":"English","DutchTerm":"Engels","LangCodeExtended":"eng"}],"urls":null,"thesterms":[{"ThesaurusTerm":"Current velocities and patterns","ThestID":169960,"Acronym":"WL_KD","ThesTypID":12,"ThesType":"WL Kennisdomein"},{"ThesaurusTerm":"Numerical modelling","ThestID":169920,"Acronym":"WL_KDT","ThesTypID":13,"ThesType":"WL Kennisdomein types"},{"ThesaurusTerm":"Tides","ThestID":169958,"Acronym":"WL_KD","ThesTypID":12,"ThesType":"WL Kennisdomein"}],"taxterms":null,"geoterms":[{"GeoTerm":"Durme R.","GeoObjectID":2548,"GeotID":6540}],"othterms":null,"asfacodes":null,"asfa2codes":null,"thestermsFRIS":[{"ThesaurusTerm":"Current velocities and patterns","DutchTerm":"Stroomsnelheden -en patronen","ThestID":169960,"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"},{"ThesaurusTerm":"Tides","DutchTerm":"Getij","ThestID":169958,"Acronym":"WL_KD","ThesTypID":12,"ThesType":"WL Kennisdomein"}],"taxtermsFRIS":null,"geotermsFRIS":[{"GeoTerm":"Durme R.","DutchTerm":"Durme R."}],"othtermsFRIS":null,"resmessage":"","complete":1,"sessions":{"newSesName":"Baertsoen, Claudia, C.","newSesDate":{"date":"2024-03-26 13:14:05.950000","timezone_type":3,"timezone":"Europe/Brussels"},"updSesName":"Bouchti, Zohra, Z.","updSesDate":{"date":"2024-04-29 08:16:12.993000","timezone_type":3,"timezone":"Europe/Brussels"}}}