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dc.contributor.author芦田, 和男ja
dc.contributor.author道上, 正規ja
dc.contributor.alternativeASHIDA, Kazuoen
dc.contributor.alternativeMICHIUE, Masanorien
dc.date.accessioned2009-01-30T04:51:48Z-
dc.date.available2009-01-30T04:51:48Z-
dc.date.issued1967-03-01-
dc.identifier.issn0386-412X-
dc.identifier.urihttp://hdl.handle.net/2433/69610-
dc.description.abstractIn this paper, the authors investigated the suspended load and discussed its effectfor a stable channel. The suspended load discharge obtained experimentally by theauthors did not agree with the one calculated by Lane-Kalinske's or Einstein's formula.This fact is probably due to the inadequacy in evaluating the effects of the bedroughness, Karm~n's constant and the hiding factor of grains on the suspended loaddischarge. The authors discussed the above points and established a equation toestimate the suspended load discharge, which was introduced with a analytical model basedon the experimental results.By the obtained equation, the authors discussed the characteristics of stable channelswith suspended load which was much different from those with bed load, which showedthe good agreement with the experimental results.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-
dc.title浮流砂量に関する実験的研究ja
dc.title.alternativeLABORATORY STUDY OF SUSPENDED LOAD DISCHARGE IN ALLUVIAL CHANNELSen
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.volume10-
dc.identifier.issueB-
dc.identifier.spage63-
dc.identifier.epage79-
dc.textversionpublisher-
dc.sortkey07-
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.10 B

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