{"data":{"id":"10.4121/uuid:52ea146f-2754-4231-a20b-c073fae181b9","type":"dois","attributes":{"doi":"10.4121/uuid:52ea146f-2754-4231-a20b-c073fae181b9","prefix":"10.4121","suffix":"uuid:52ea146f-2754-4231-a20b-c073fae181b9","identifiers":[],"alternateIdentifiers":[],"creators":[{"name":"Bergsma, E.W.J. (Erwin)","givenName":"E.W.J. (Erwin)","familyName":"Bergsma","affiliation":[],"nameIdentifiers":[]},{"name":"Bogaard, T.A. (Thom)","givenName":"T.A. (Thom)","familyName":"Bogaard","affiliation":[],"nameIdentifiers":[]}],"titles":[{"title":"Turbulence in shallow jet flows"}],"publisher":"TU Delft","container":{},"publicationYear":2013,"subjects":[{"subject":"Civil Engineering","subjectScheme":"Australian and New Zealand Standard Research Classification (ANZSRC), 2008","classificationCode":"0905"},{"subject":"FOS: Civil engineering","schemeUri":"http://www.oecd.org/science/inno/38235147.pdf","subjectScheme":"Fields of Science and Technology (FOS)"},{"subject":"Interdisciplinary Engineering","subjectScheme":"Australian and New Zealand Standard Research Classification (ANZSRC), 2008","classificationCode":"0915"},{"subject":"FOS: Other engineering and technologies","schemeUri":"http://www.oecd.org/science/inno/38235147.pdf","subjectScheme":"Fields of Science and Technology (FOS)"},{"subject":"jet flow"},{"subject":"master thesis"},{"subject":"turbulence"}],"contributors":[{"name":"TU Delft, Faculty Of Civil Engineering And Geoscience, Department Of Hydraulic Engineering","nameType":"Organizational","affiliation":[],"contributorType":"Other","nameIdentifiers":[]},{"name":"Uijttewaal, W.S.J. (Wim)","nameType":"Personal","affiliation":[],"contributorType":"Other","nameIdentifiers":[]}],"dates":[{"date":"2013-06-25","dateType":"Issued"}],"language":"en","types":{"ris":"DATA","bibtex":"misc","citeproc":"dataset","schemaOrg":"Dataset","resourceType":"Dataset","resourceTypeGeneral":"Dataset"},"relatedIdentifiers":[{"relationType":"References","relatedIdentifier":"http://resolver.tudelft.nl/uuid:ed78fb13-3356-404c-980c-4103890cef17","relatedIdentifierType":"URL"}],"relatedItems":[],"sizes":[],"formats":["media types: application/octet-stream, application/zip, text/plain, text/xml"],"version":"1","rightsList":[{"rights":"4TU General Terms of Use","rightsUri":"https://doi.org/10.4121/resource:terms_of_use"}],"descriptions":[{"description":"The general flow pattern of an open channel flow, downstream of a width restriction by two artificial dams, is analysed. 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