{"data":{"id":"10.6084/m9.figshare.801863.v1","type":"dois","attributes":{"doi":"10.6084/m9.figshare.801863.v1","prefix":"10.6084","suffix":"m9.figshare.801863.v1","identifiers":[],"alternateIdentifiers":[],"creators":[{"name":"Thompson, Christopher","nameType":"Personal","givenName":"Christopher","familyName":"Thompson","affiliation":[],"nameIdentifiers":[{"schemeUri":"https://orcid.org","nameIdentifier":"https://orcid.org/0000-0003-1939-6749","nameIdentifierScheme":"ORCID"}]}],"titles":[{"title":"WAVE COALESCENCE AND ENTRAINMENT IN VERTICAL ANNULAR TWO-PHASE FLOW"}],"publisher":"figshare","container":{},"publicationYear":2013,"subjects":[{"subject":"80309 Software Engineering","subjectScheme":"FOR"},{"subject":"FOS: Computer and information sciences","schemeUri":"http://www.oecd.org/science/inno/38235147.pdf","subjectScheme":"Fields of Science and Technology (FOS)"},{"subject":"FOS: Computer and information sciences","subjectScheme":"Fields of Science and Technology (FOS)"},{"subject":"10301 Numerical Analysis","subjectScheme":"FOR"},{"subject":"FOS: Mathematics","schemeUri":"http://www.oecd.org/science/inno/38235147.pdf","subjectScheme":"Fields of Science and Technology (FOS)"},{"subject":"FOS: Mathematics","subjectScheme":"Fields of Science and Technology (FOS)"},{"subject":"Nuclear Engineering"},{"subject":"Mechanical Engineering"},{"subject":"FOS: Mechanical engineering","schemeUri":"http://www.oecd.org/science/inno/38235147.pdf","subjectScheme":"Fields of Science and Technology (FOS)"},{"subject":"FOS: Mechanical engineering","subjectScheme":"Fields of Science and Technology (FOS)"}],"contributors":[],"dates":[{"date":"2013-09-18","dateType":"Created"},{"date":"2016-01-18","dateType":"Updated"},{"date":"2013","dateType":"Issued"}],"language":null,"types":{"ris":"DATA","bibtex":"misc","citeproc":"dataset","schemaOrg":"Dataset","resourceType":"Dataset","resourceTypeGeneral":"Dataset"},"relatedIdentifiers":[{"relationType":"IsPreviousVersionOf","relatedIdentifier":"10.6084/m9.figshare.801863","relatedIdentifierType":"DOI"}],"relatedItems":[],"sizes":["0 Bytes"],"formats":[],"version":null,"rightsList":[{"rights":"Creative Commons Attribution 4.0 International","rightsUri":"https://creativecommons.org/licenses/by/4.0/legalcode","schemeUri":"https://spdx.org/licenses/","rightsIdentifier":"cc-by-4.0","rightsIdentifierScheme":"SPDX"}],"descriptions":[{"description":"A rigorous model for wave coalescence has been derived. The wave coalescence process\u003cbr\u003ehas also been modelled by a Monte-Carlo technique. The results of the theories are in general\u003cbr\u003ein good agreement with the available experimental data. It had been noted that coalescence of\u003cbr\u003etwo waves was accompanied by a large burst of entrainment. The above coalescence theory has\u003cbr\u003ebeen used to calculate that component of entrainment that is due to coalescence. Comparison\u003cbr\u003eof this and experimental data shows that the entrainment due to coalescence can be a significant\u003cbr\u003eportion of the total entrainment","descriptionType":"Abstract"}],"geoLocations":[],"fundingReferences":[],"xml":"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","url":"https://figshare.com/articles/dataset/WAVE_COALESCENCE_AND_ENTRAINMENT_IN_VERTICAL_ANNULAR_TWO_PHASE_FLOW/801863/1","contentUrl":null,"metadataVersion":2,"schemaVersion":"http://datacite.org/schema/kernel-4","source":"mds","isActive":true,"state":"findable","reason":null,"viewCount":0,"viewsOverTime":[],"downloadCount":0,"downloadsOverTime":[],"referenceCount":0,"citationCount":0,"citationsOverTime":[],"partCount":0,"partOfCount":0,"versionCount":0,"versionOfCount":0,"created":"2016-01-18T16:13:22.000Z","registered":"2016-01-18T16:13:23.000Z","published":"2013","updated":"2020-09-05T01:26:40.000Z"},"relationships":{"client":{"data":{"id":"figshare.ars","type":"clients"}},"provider":{"data":{"id":"otjm","type":"providers"}},"media":{"data":{"id":"10.6084/m9.figshare.801863.v1","type":"media"}},"references":{"data":[]},"citations":{"data":[]},"parts":{"data":[]},"partOf":{"data":[]},"versions":{"data":[]},"versionOf":{"data":[]}}}}