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dc.contributor.author岩本, 麻紀ja
dc.contributor.author竹門, 康弘ja
dc.contributor.author野原, 大督ja
dc.contributor.author小柴, 孝太ja
dc.contributor.author角, 哲也ja
dc.contributor.alternativeIWAMOTO, Makien
dc.contributor.alternativeTAKEMON, Yasuhiroen
dc.contributor.alternativeNOHARA, Daisukeen
dc.contributor.alternativeKOSHIBA, Takahiroen
dc.contributor.alternativeSUMI, Tetsuyaen
dc.contributor.transcriptionイワモト, マキ
dc.contributor.transcriptionタケモン, ヤスヒロ
dc.contributor.transcriptionノハラ, ダイスケ
dc.contributor.transcriptionコシバ, タカヒロ
dc.contributor.transcriptionスミ, テツヤ
dc.date.accessioned2019-12-05T04:14:21Z-
dc.date.available2019-12-05T04:14:21Z-
dc.date.issued2019-09-
dc.identifier.issn0386-412X-
dc.identifier.urihttp://hdl.handle.net/2433/244992-
dc.description.abstractHeavy rainfall caused severe flood disasters across the western Japan in July 2018. In order to decrease frequent inundation in the downstream reaches where river improvement works have never been completed, some reservoir dams are often operated to control small and/or medium floods by releasing a less discharge than originally designed. However, this operation can increase a risk of severe flood inundation in case of large floods, because the water level of the reservoir increases faster to the full storage level and eliminates the flood control function of the reservoir. This study aims at analyzing impacts of different flood control operations for floods of various scales including large flood events using rainfall runoff inundation analysis in order to identi fy an effective operation rule for flood risk reduction.Heavy rainfall caused severe flood disasters across the western Japan in July 2018. In order to decrease frequent inundation in the downstream reaches where river improvement works have never been completed, some reservoir dams are often operated to control small and/or medium floods by releasing a less discharge than originally designed. However, this operation can increase a risk of severe flood inundation in case of large floods, because the water level of the reservoir increases faster to the full storage level and eliminates the flood control function of the reservoir. This study aims at analyzing impacts of different flood control operations for floods of various scales including large flood events using rainfall runoff inundation analysis in order to identi fy an effective operation rule for flood risk reduction.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貯水池操作ja
dc.subject氾濫解析ja
dc.subject洪水調節ja
dc.subjectRRIモデルja
dc.subject超過洪水ja
dc.subjectreservoir operationen
dc.subjectinundation analysisen
dc.subjectflood controlen
dc.subjectRRI modelen
dc.subjectextreme eventen
dc.subject.ndc519.9-
dc.title亀岡盆地の流出・氾濫解析に基づく日吉ダムの治水操作手法の検討ja
dc.title.alternativeStudy on Flood Control Operation Method of Hiyoshi Dam Based on Runoff Inundation Analysis in Kameoka Basinen
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.volume62-
dc.identifier.issueB-
dc.identifier.spage663-
dc.identifier.epage670-
dc.textversionpublisher-
dc.sortkey38-
dc.address京都大学大学院工学研究科ja
dc.address京都大学防災研究所ja
dc.address京都大学防災研究所ja
dc.address京都大学大学院工学研究科ja
dc.address京都大学防災研究所ja
dc.address.alternativeGraduate School of Engineering, Kyoto Universityen
dc.address.alternativeDisaster Prevention Research Institute Kyoto Universityen
dc.address.alternativeDisaster Prevention Research Institute Kyoto Universityen
dc.address.alternativeGraduate School of Engineering, Kyoto Universityen
dc.address.alternativeDisaster Prevention Research Institute Kyoto Universityen
dc.relation.urlhttp://www.dpri.kyoto-u.ac.jp/publications/nenpo/-
dcterms.accessRightsopen access-
dc.identifier.jtitle-alternativeDisaster Prevention Research Institute Annuals. Ben
Appears in Collections:Vol.62 B

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