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dc.contributor.author石原, 藤次郎ja
dc.contributor.author岩佐, 義朗ja
dc.contributor.author松尾, 和幸ja
dc.contributor.alternativeISHIHARA, Tojiroen
dc.contributor.alternativeIWASA, Yoshiakien
dc.contributor.alternativeMATSUO, Kazuyukien
dc.date.accessioned2009-01-29T02:38:28Z-
dc.date.available2009-01-29T02:38:28Z-
dc.date.issued1962-03-01-
dc.identifier.issn0386-412X-
dc.identifier.urihttp://hdl.handle.net/2433/69084-
dc.description.abstractThis paper deals with the theoretical characteristics of the hydraulic features of flowsin a permeable channel like so-called Tenjo-river (which indicates the channel bottom is ex-tremely higher in elevation than the outside ground level). In open channel hydraulics, theflow in a permeable channel is classified as the flow with decreasing discharge in the direc-tion of running flow, so that the method of singular point in steady-state hydraulics will beused for the analysis.The results obtained by the mathematical analysis are indicated in connection with thehydraulic conditions imposed up- and dowostreams, and some engineering contributions tothe design for the river-improvement projects of Tenjo-rivers are also presented.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天井川に関する二,三の水理学的特性ja
dc.title.alternativeSOME HYDRAULIC FEATURES OF FLOWS IN PERMEABLE CHANNELen
dc.typedepartmental bulletin paper-
dc.type.niitypeDepartmental Bulletin Paper-
dc.identifier.ncidAN10334859-
dc.identifier.jtitle京都大学防災研究所年報. Aja
dc.identifier.volume5-
dc.identifier.issueA-
dc.identifier.spage212-
dc.identifier.epage222-
dc.textversionpublisher-
dc.sortkey21-
dc.relation.urlhttp://www.dpri.kyoto-u.ac.jp/nenpo/nenpo.html-
dcterms.accessRightsopen access-
dc.identifier.jtitle-alternativeDisaster Prevention Research Institute Annualsen
出現コレクション:No.5 A

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