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dc.contributor.author今本, 博健ja
dc.contributor.author石垣, 泰輔ja
dc.contributor.author塩野, 耕二ja
dc.contributor.alternativeIMAMOTO, Hirotakeen
dc.contributor.alternativeISHIGAKI, Taisukeen
dc.contributor.alternativeSHIONO, Kojien
dc.date.accessioned2009-04-09T06:06:58Z-
dc.date.available2009-04-09T06:06:58Z-
dc.date.issued1992-04-01-
dc.identifier.issn0386-412X-
dc.identifier.urihttp://hdl.handle.net/2433/72404-
dc.description.abstractThe velocity distribution together with a stage discharge curve obtained by experiments for a compound open channel are discussed. The distribution of the velocity between the main channel and the flood plain is founded to be closely related to two mixing processes which are dominated by shearing and secondary flows. A new method is proposed for calculating a stage discharge curve which shows good agreement with experimental data.An application of the turbulence models is also discussed in this paper. The results obtained by the models are compared with the accurate data of turbulece data by using a 3-component LDA. The model results show good agreements with experimental data in a rectangular open channel, but not enough in a compound open channel.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.ndc517.1-
dc.title複断面開水路流れの水理特性について(6)ja
dc.title.alternativeON THE HYDRAULICS OF AN OPEN CHANNEL FLOW IN COMPLEX CROSS SECTION (6)en
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.volume35-
dc.identifier.issueB-2-
dc.identifier.spage349-
dc.identifier.epage364-
dc.textversionpublisher-
dc.sortkey21-
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.35 B-2

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