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dc.contributor.author井上, 和也ja
dc.contributor.author坂口, 拓史ja
dc.contributor.author古嵜, 裕三ja
dc.contributor.alternativeINOUE, Kazuyaen
dc.contributor.alternativeSAKAGUCHI, Takushien
dc.contributor.alternativeFURUSAKI, Yuzoen
dc.date.accessioned2009-04-09T06:12:44Z-
dc.date.available2009-04-09T06:12:44Z-
dc.date.issued1994-04-01-
dc.identifier.issn0386-412X-
dc.identifier.urihttp://hdl.handle.net/2433/72538-
dc.description.abstractThe aim of this study is to reveal fundamental flow behaviors in an estuary into which a river flows.The fresh water of river expands three dimensionally in the estuary, affected by buoyancy force due to salt water.Estuary topography, discharge of river and density difference between fresh and salt waters play dominant roles for flow field characteristics.As the first stage of study, the present paper deals with the numerical procedure to analyze the flows near the river mouth and in the estuary, and simulation using simplified estuary model.Simulation results show that radially expanding flow in surface layer is associated with radially converging flow in lower layer, and a prominent shearing layer characterize the whole flow field.en
dc.format.mimetypeapplication/pdf-
dc.language.isojpn-
dc.publisher京都大学防災研究所ja
dc.publisher.alternativeDisaster Prevention Research Institute, Kyoto Universityen
dc.subject.ndc452.94-
dc.subject.ndc517.1-
dc.title沿岸域における河川流出水の拡がりについてja
dc.title.alternativeFLOW BEHAVIORS OF RIVER EFFLUX IN ESTUARYen
dc.typedepartmental bulletin paper-
dc.type.niitypeDepartmental Bulletin Paper-
dc.identifier.ncidAN00027784-
dc.identifier.jtitle京都大学防災研究所年報. Bja
dc.identifier.volume37-
dc.identifier.issueB-2-
dc.identifier.spage489-
dc.identifier.epage499-
dc.textversionpublisher-
dc.sortkey34-
dc.relation.urlhttp://www.dpri.kyoto-u.ac.jp/nenpo/nenpo.html-
dcterms.accessRightsopen access-
dc.identifier.pissn0386-412X-
dc.identifier.jtitle-alternativeDisaster Prevention Research Institute Annuals. Ben
出現コレクション:No.37 B-2

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