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2017SBT_FP18.pdf1.87 MBAdobe PDF見る/開く
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dc.contributor.authorSakurai, Toshiyukien
dc.contributor.authorNakanishi, Satoruen
dc.contributor.authorSumi, Tetsuyaen
dc.contributor.authorKoshiba, Takahiroen
dc.contributor.authorMiyawaki, Chiharuen
dc.contributor.authorIshigami, Takayukien
dc.contributor.transcriptionサクライ, トシユキ-
dc.contributor.transcriptionナカニシ, サトル-
dc.contributor.transcriptionスミ, テツヤ-
dc.contributor.transcriptionコシバ, タカヒロ-
dc.contributor.transcriptionミヤワキ, チハル-
dc.contributor.transcriptionイシガミ, タカユキ-
dc.date.accessioned2020-01-29T07:44:20Z-
dc.date.available2020-01-29T07:44:20Z-
dc.date.issued2017-
dc.identifier.urihttp://hdl.handle.net/2433/245502-
dc.description[2nd International Workshop on Sediment Bypass Tunnels = 第2回排砂バイパストンネルに関する国際ワークショップ] May 9-12, Kyoto-Japan, 2017.ja
dc.description特定研究集会: 29C-01ja
dc.description.abstractA sediment bypass tunnel is used as one of the methods of sediment management for reducing the sedimentation of the dam reservoir and conserving and improving the sediment transport downstream of the dam. Measurement of the amount of sediment passing through the sediment bypass tunnel is important for operation and maintenance of the facility concerning abrasion damage, examination and evaluation of riverbed environmental change of the downstream river. Therefore, considering the application to the Koshibu Dam sediment bypass tunnel, the authors are investigating measurement method of gravel flow amount in high-speed flow. The sediment bypass tunnel began test operation in the autumn of 2016 at the Koshibu Dam built in the Koshibu River, the tributary of the Tenryu River in Japan. In this paper, the authors report the results of examining the response characteristics and measurement method of the plate-type sensor against gravel flow by the flume experiment reproducing high speed flow of about 10 m/s.en
dc.format.mimetypeapplication/pdf-
dc.language.isoeng-
dc.publisherKyoto Universityen
dc.publisher.alternative京都大学ja
dc.subjectplate-type sensoren
dc.subjecthigh-speed flowen
dc.subjectgravel discharge rateen
dc.subjectflume experimenten
dc.subjectgrain sizeen
dc.titleExperimental study on measurement method of gravel discharge rate in highspeed flow using plate-type sensoren
dc.typeresearch report-
dc.type.niitypeResearch Paper-
dc.identifier.jtitleProceedings of the 2nd International Workshop on Sediment Bypass Tunnels-
dc.identifier.spage1-
dc.identifier.epage11-
dc.textversionauthor-
dc.identifier.artnumFP18-
dc.sortkey22-
dc.addressRiver and Dam Hydraulic Engineering Research Team, Hydraulic Engineering Research Group, Public Works Research Instituteen
dc.addressRiver and Dam Hydraulic Engineering Research Team, Hydraulic Engineering Research Group, Public Works Research Instituteen
dc.addressWater Resources Research Center, Disaster Prevention Research Institute, Kyoto Universityen
dc.addressWater Resources Research Center, Disaster Prevention Research Institute, Kyoto Universityen
dc.addressRiver and Dam Hydraulic Engineering Research Team, Hydraulic Engineering Research Group, Public Works Research Instituteen
dc.addressRiver and Dam Hydraulic Engineering Research Team, Hydraulic Engineering Research Group, Public Works Research Instituteen
dc.relation.urlhttp://hdl.handle.net/2433/235820-
dcterms.accessRightsopen access-
出現コレクション:第2回排砂バイパストンネルに関する国際ワークショップ

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