{"data":{"id":"10.4121/uuid:92f92872-8350-4ee4-a2fc-217305f9ed9a","type":"dois","attributes":{"doi":"10.4121/uuid:92f92872-8350-4ee4-a2fc-217305f9ed9a","prefix":"10.4121","suffix":"uuid:92f92872-8350-4ee4-a2fc-217305f9ed9a","identifiers":[],"alternateIdentifiers":[],"creators":[{"name":"Ren, Y (Yankai)","givenName":"Y (Yankai)","familyName":"Ren","affiliation":[],"nameIdentifiers":[]}],"titles":[{"title":"Breach Flow Modeled as Flow over a Weir"}],"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":"breach flow"},{"subject":"experimental study"},{"subject":"master thesis"},{"subject":"weir"}],"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":[]},{"name":"Visser, P.J.","nameType":"Personal","givenName":"P.J.","familyName":"Visser","affiliation":[],"contributorType":"Other","nameIdentifiers":[]},{"name":"Zhao, G.","nameType":"Personal","givenName":"G.","familyName":"Zhao","affiliation":[],"contributorType":"Other","nameIdentifiers":[]}],"dates":[{"date":"2013-07-31","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:b53b74c0-6ab6-4e0e-bcd6-6754f4138ad7","relatedIdentifierType":"URL"}],"relatedItems":[],"sizes":[],"formats":["media types: application/octet-stream, application/vnd.ms-excel, application/zip, image/bmp, image/jpeg, image/png, 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 main objective of the study is to understand the effects of breach properties (e.g. the top width, the depth and the bottom width of the breach) on the breach flow. The breach flow was modeled as flow over a compound broad-crested weir. A laboratory experiment was carried out with a fixed weir model in a flume. Five cases with different breach properties were tested.","descriptionType":"Abstract"}],"geoLocations":[],"fundingReferences":[],"xml":"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","url":"https://data.4tu.nl/articles/_/12707762/1","contentUrl":null,"metadataVersion":16,"schemaVersion":"http://datacite.org/schema/kernel-4","source":"mds","isActive":true,"state":"findable","reason":null,"viewCount":2,"viewsOverTime":[{"yearMonth":"2025-03","total":1},{"yearMonth":"2025-03","total":1}],"downloadCount":0,"downloadsOverTime":[{"yearMonth":"2025-03","total":0},{"yearMonth":"2025-03","total":0}],"referenceCount":0,"citationCount":0,"citationsOverTime":[],"partCount":0,"partOfCount":0,"versionCount":0,"versionOfCount":0,"created":"2013-08-14T08:16:18.000Z","registered":"2013-08-14T08:16:19.000Z","published":"2013","updated":"2025-04-01T07:56:20.000Z"},"relationships":{"client":{"data":{"id":"delft.data4tu","type":"clients"}},"provider":{"data":{"id":"scpr","type":"providers"}},"media":{"data":{"id":"10.4121/uuid:92f92872-8350-4ee4-a2fc-217305f9ed9a","type":"media"}},"references":{"data":[]},"citations":{"data":[]},"parts":{"data":[]},"partOf":{"data":[]},"versions":{"data":[]},"versionOf":{"data":[]}}}}