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dc.contributor.author村本, 嘉雄ja
dc.contributor.author河田, 恵昭ja
dc.contributor.author布村, 明彦ja
dc.contributor.alternativeMURAMOTO, Yoshioen
dc.contributor.alternativeKAWATA, Yoshiakien
dc.contributor.alternativeNUNOMURA, Akihikoen
dc.date.accessioned2009-02-10T01:45:24Z-
dc.date.available2009-02-10T01:45:24Z-
dc.date.issued1977-04-01-
dc.identifier.issn0386-412X-
dc.identifier.urihttp://hdl.handle.net/2433/70148-
dc.description.abstractThe purpose of this study is to make clear the mechanics of sand transport and toestimate its rate in a gravel river which consists of graded bed material with largestandard deviation. Field measurements were carried out in the Yasu River in flood seasonby the tracer method which offers a unique approach for studing the motion of discretesand grains. Characteristics of bed load on a gravel bed such as the effect of longitudinalstrips which are formed on it on the rate of bed load and the influence of secondaryflow to the tractive force were studied by detailed experiments and theoretical analysis.A proposed method of estimating the rate of bed load in a gravel river is verified withthe data on the basis of effective tractive force and efficient width.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.ndc452.94-
dc.title砂礫河川の掃流砂に関する基礎的研究ja
dc.title.alternativeBASIC STUDY ON THE BED LOAD IN GRAVEL RIVERen
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.volume20-
dc.identifier.issueB-2-
dc.identifier.spage451-
dc.identifier.epage474-
dc.textversionpublisher-
dc.sortkey25-
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.20 B-2

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