    {"datasetrec":{"DasID":8667,"Acronym":null,"StandardTitle":"Bridge Yzer Diksmuide: Result dimensioning bank and bottom protection","OrigTitle":"Brug IJzer Diksmuide: Resultaten dimensionering oever- en bodembescherming","OrigTitleLangID":41,"OrigTitleLangCode":"nl","OrigTitleLang":"Dutch","OrigTitleLangNL":"Nederlands","VersionName":null,"ContactEmail":"wl_datagovernance@mow.vlaanderen.be","VersionDate":null,"VersionDay":null,"VersionMonth":null,"VersionYear":null,"SizeReference":null,"EngAbstract":"<p>Excel-file with results of the dimensioning of the riprap bank and bottom protection for the bridge over the Yzer at Diksmuide. Also results from dimensioning of placed blocks as erosion protection is added.</p>","EngDescr":"<p>The Excel file is the outputfile from the Matlab routine dim_breuksteen.m for calculating &nbsp;the dimensions of riprap at bank and bottom. Considered hydraulic loadsare the velocity resulting from the current in the river and the velocity of main propeller and thruster of a ECMT class I ship. Output is the diameter and the mass of the needed riprap to withstand these hydraulic loads. Also a page is added with the results of the design of the placed blocks as erosion protection of the river banks under the bridge.&nbsp;</p>","OrigAbstract":"<p>Excel-bestand met resultaten van de dimensionering van de oever- en bodembescherming voor de brug over de Yzer bij Diksmuide. Ook de resultaten van de dimensionering van geplaatste blokken als erosiebescherming zijn toegevoegd.</p>","OrigDescr":"<p>Het Excel-bestand is het uitvoerbestand van de Matlab-routine dim_breuksteen.m voor het berekenen van de afmetingen van de breuksteen op de oever en de bodem. De beschouwde hydraulische belastingen zijn de snelheid die het gevolg is van de stroming in de rivier en de snelheid van de hoofdschroef en de boegschroef van een ECMT klasse I schip. Output is de diameter en de massa van de benodigde breuksteen om deze hydraulische belastingen te weerstaan. Er is ook een pagina toegevoegd met de resultaten van het ontwerp van de geplaatste blokken als erosiebescherming van de rivieroevers onder de brug.&nbsp;</p>","Comments":null,"ReleaseDate":"Jul 22 2024 10:00PM","ReleaseDate0":"2024-07-22","OrigDescrLang":"Dutch","EmbargoDate":null,"OrigDescrLangNL":"Nederlands","OrigLangCode":"nl","OrigLangCodeExtended":"dut","OrigLangID":41,"DescrCompFlag":null,"DescrTransFlag":null,"Citation":"Verelst, K. (2024). Brug IJzer Diksmuide: Resultaten dimensionering oever- en bodembescherming. [DATASET]. Waterbouwkundig Laboratorium","AccessConstraints":"CC BY 4.0","UDate":"2026-03-30","CDate":"2024-10-07","CurrencyDate":null,"RevisionDate":null,"DateLastModified":{"date":"2026-03-31 09:01:40.364000","timezone_type":1,"timezone":"+02:00"},"CheckedFlag":1,"PublicFlag":1,"VlizCoreFlag":1,"MarineFlag":0,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"StatusID":1,"DasType":null,"DasTypeID":null,"DasOrigin":"Numerical calculations / models","Progress":"Completed","AccessConstraint":"The data can be made available upon request, please use contact information.","AccConstrEN":"The data can be made available upon request, please use contact information.","AccConstrDisplay":null,"License":null,"AccConstrDescription":null,"Lineage":null,"AccConID":28},"dois":[{"DOIID":1247,"PublicationYear":2024,"DOI":"10.82506/2","Citation":"Verelst, K. (2024). Brug IJzer Diksmuide: Resultaten dimensionering oever- en bodembescherming. 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