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dc.contributor.author中川, 博次ja
dc.contributor.author祢津, 家久ja
dc.contributor.author冨永, 晃宏ja
dc.contributor.alternativeNAKAGAWA, Hirojien
dc.contributor.alternativeNEZU, Iehisaen
dc.contributor.alternativeTOMINAGA, Akihiroen
dc.date.accessioned2009-03-02T07:46:05Z-
dc.date.available2009-03-02T07:46:05Z-
dc.date.issued1981-04-01-
dc.identifier.issn0386-412X-
dc.identifier.urihttp://hdl.handle.net/2433/70463-
dc.description.abstractMany river engineers have hitherto suggested that there might exist cellular secondarycurrents in a straight river which had a pair of counter-rotating streamwise vortices with avortex diameter of about the flow depth. These cellular secondary currents create variousbed configurations such as sand ribbons which are alternating ridges and broad hollows andaligned parallel to the mean flow. Also, they may cause the three-dimensional flow patternsand sediment transportation in an actual river. However, the origin of the cellular secondarycurrent and its physical mechanism are quite unknown at present.In order to reveal the characteristics of the secondary currents and also their interrelationto the bursting phenomena occurring originally in the wall region, the present study hasexamined the turbulent structures in air duct flows with and without the cellular secondarycurrents. Considering that it was very difficult to measure precisely the secondary currentsin water flow because they were only a few percentage of the main flow, they could bemeasured by hot-wire anemomaters in two-dimensional air duct flow which correspondedsimilarly to open-channel flow. By systematically varying the bed configurations in whichthe longitudinal and alternate stripes of smooth and rough beds were set spanwisely, thegeneration and maintenance mechanism of the secondary currents were investigated.As the result, the strongest secondary currents were created when the width of the stripeswas equal to half of the width of the duct which corresponded to the flow deth in open-channel.The effects of the secondary currents on the mean velocity, turbulence intensities andReynolds stress were examined in detail, and then they could be explained well theoreticallyby means of (1) equation of motion, (2) equation of vorticity and (3) equation of turbulentenergy.Next, the effect of the secondary current on the bursting motion was examined by usingthe pattern-recognition method. Although the relative intensity of sweep to ejection motionswas affected by the secondary current, the bursting period was not varied. So, it issuggested that the bursting and cellular secondary current are phenomena different fromeach other and both of them coexist self-consistently.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.subject.ndc423.84-
dc.title各種河床条件における縦渦を伴う流れの乱流構造ja
dc.title.alternativeTURBULENT STRUCTURE WITH AND WITHOUT CELLULAR SECONDARY CURRENTS OVERVARIOUS BED CONFIGURATIONSen
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.volume24-
dc.identifier.issueB-2-
dc.identifier.spage315-
dc.identifier.epage338-
dc.textversionpublisher-
dc.sortkey22-
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.24 B-2

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