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dc.contributor.author山本, 浩大ja
dc.contributor.author佐山, 敬洋ja
dc.contributor.author山路, 昭彦ja
dc.contributor.author小林, 哲也ja
dc.contributor.author大石, 直樹ja
dc.contributor.author下釜, 卓ja
dc.contributor.author関本, 大晟ja
dc.contributor.author近者, 敦彦ja
dc.contributor.alternativeYAMAMOTO, Kodaien
dc.contributor.alternativeSAYAMA, Takahiroen
dc.contributor.alternativeYAMAJI, Akihikoen
dc.contributor.alternativeKOBAYASHI, Tetsuyaen
dc.contributor.alternativeOISHI, Naokien
dc.contributor.alternativeSHIMOGAMA, Takashien
dc.contributor.alternativeSEKIMOTO, Taiseien
dc.contributor.alternativeKONJYA, Masatoen
dc.date.accessioned2023-02-21T09:31:40Z-
dc.date.available2023-02-21T09:31:40Z-
dc.date.issued2022-12-
dc.identifier.urihttp://hdl.handle.net/2433/279429-
dc.description.abstractDue to recent flood disasters, it is important to understand water level and flood damage at multiple locations over a basin. However, the reproducibility of rainfall-runoff model was not well investigated at upstream locations in small-to-medium sized rivers. This research aims to validate the applicability of the RRI for discharge and water levels in small and medium rivers. The RRI was applied to Kamo river basin with resolution of 120m using river cross section data measured by laser profiler and was calibrated for 6 flood events at a gauging station. The model is capable of reproducing time series and peak of water level at upstream stations for 7 flood events. In addition, the model is capable of simulating time when water level exceeds a warning level. In conclusion, this study shows that the RRI is applicable to upstream gauging stations in Kamo river basin.en
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洪水ja
dc.subject中小河川ja
dc.subject降雨流出氾濫モデルja
dc.subjectlash flooden
dc.subjectsmall-to-medium sized riversen
dc.subjectRainfall-Runoff-Inundation modelen
dc.subject.ndc519.9-
dc.title京都府鴨川流域を対象にしたRRIモデルによる上流の水位再現性ja
dc.title.alternativeReproducibility of Water Level at Upstream Gauging Stations Using RRI Model for the Kamo River Basin, Kyoto Prefecture, Japanen
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.volume65-
dc.identifier.issueB-
dc.identifier.spage214-
dc.identifier.epage221-
dc.textversionpublisher-
dc.sortkey19-
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京都大学防災研究所ja
dc.address京都府建設交通部砂防課ja
dc.address京都府建設交通部砂防課ja
dc.address京都府建設交通部砂防課ja
dc.address三井共同建設コンサルタント株式会社ja
dc.address三井共同建設コンサルタント株式会社ja
dc.address.alternativeDisaster Prevention Research Institute, Kyoto Universityen
dc.address.alternativeDisaster Prevention Research Institute, Kyoto Universityen
dc.address.alternativeDisaster Prevention Research Institute, Kyoto Universityen
dc.address.alternativeSabo office, Construction and Transport department, Kyoto Prefectureen
dc.address.alternativeSabo office, Construction and Transport department, Kyoto Prefectureen
dc.address.alternativeSabo office, Construction and Transport department, Kyoto Prefectureen
dc.address.alternativeMitsui Consultants Co., LTDen
dc.address.alternativeMitsui Consultants Co., LTDen
dc.relation.urlhttp://www.dpri.kyoto-u.ac.jp/publications/nenpo/-
dcterms.accessRightsopen access-
dc.identifier.pissn0386-412X-
dc.identifier.jtitle-alternativeDisaster Prevention Research Institute Annuals. Ben
出現コレクション:Vol.65 B

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