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dc.contributor.author高橋, 保ja
dc.contributor.alternativeTAKAHASHI, Tamotsuen
dc.date.accessioned2009-01-30T04:57:49Z-
dc.date.available2009-01-30T04:57:49Z-
dc.date.issued1971-04-01-
dc.identifier.issn0386-412X-
dc.identifier.urihttp://hdl.handle.net/2433/69795-
dc.description.abstractThis paper describes the results of experiments of unsteady flow in two kinds of irregular openchannels, of which one has no storage region and another has storage region along the river abuttingon the main channel region.Considerations upon the experimental results reveal that the theoretical routing method whichwas proposed in the last report (1) is a good and simple approximation for the irregular channelflood in the case which the characteristics of resistance and widths of main channel and storageregion is known beforehand.Form resistance which is brought by mixing of flow between main channel and storage regionis discussed and a method for determining the modified Manning's roughness coefficient is pro-posed.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.ndc517.4-
dc.title不規則断面水路の洪水流(2)ja
dc.title.alternativeFLOOD FLOW IN AN IRREGULAR CHANNEL (2)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.volume14-
dc.identifier.issueB-
dc.identifier.spage219-
dc.identifier.epage230-
dc.textversionpublisher-
dc.sortkey17-
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.14 B

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