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2016年8月豪雨における常呂川支川の破堤機構の解明
https://kitami-it.repo.nii.ac.jp/records/2000029
https://kitami-it.repo.nii.ac.jp/records/20000294bbdd405-536c-4dfd-9918-47fe7c9296fc
名前 / ファイル | ライセンス | アクション |
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土木学会河川技術論文集. 25, p541-546.pdf (1.1 MB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||||||||||||
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公開日 | 2021-03-31 | |||||||||||||||
タイトル | ||||||||||||||||
言語 | ja | |||||||||||||||
タイトル | 2016年8月豪雨における常呂川支川の破堤機構の解明 | |||||||||||||||
タイトル | ||||||||||||||||
言語 | en | |||||||||||||||
タイトル | UNRAVELLING THE BREACH MECHANISM OF TOKORO RIVER TRIBUTARIES DURING HEAVY RAIN IN AUGUST 2016 | |||||||||||||||
言語 | ||||||||||||||||
言語 | jpn | |||||||||||||||
キーワード | ||||||||||||||||
言語 | en | |||||||||||||||
主題Scheme | Other | |||||||||||||||
主題 | Bank breach | |||||||||||||||
キーワード | ||||||||||||||||
言語 | en | |||||||||||||||
主題Scheme | Other | |||||||||||||||
主題 | heavy rainfall | |||||||||||||||
キーワード | ||||||||||||||||
言語 | en | |||||||||||||||
主題Scheme | Other | |||||||||||||||
主題 | inundation | |||||||||||||||
キーワード | ||||||||||||||||
言語 | en | |||||||||||||||
主題Scheme | Other | |||||||||||||||
主題 | back water | |||||||||||||||
キーワード | ||||||||||||||||
言語 | en | |||||||||||||||
主題Scheme | Other | |||||||||||||||
主題 | “iRIC Nays 2D Breach” | |||||||||||||||
資源タイプ | ||||||||||||||||
資源 | http://purl.org/coar/resource_type/c_6501 | |||||||||||||||
タイプ | journal article | |||||||||||||||
アクセス権 | ||||||||||||||||
アクセス権 | open access | |||||||||||||||
アクセス権URI | http://purl.org/coar/access_right/c_abf2 | |||||||||||||||
著者 |
深澤, アダム翔
× 深澤, アダム翔
× 渡邊, 康玄
WEKO
214
× 島田, 友典 |
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抄録 | ||||||||||||||||
内容記述タイプ | Abstract | |||||||||||||||
内容記述 | In recent years, bank breaching occurred high frequency. In August 2016, the east pan of Hokkaido in Japan was attacked a heavy rainfall and the tributaries of Tokoro River (Shibayarnasawa River and Toua River) had a bank breach caused by the back water of Tokoro River. Although both tributaries were almost the same size and both junctions were very close, the situation of inundation were largely different. At the breaching point of the Sibayarnasawa River, the inundated flow toward to the upstream side of the inland, while at the Toua River it was perpendicular to the channel. In order to understand the cause of the difference in phenomena, it was tried to reproduce the breaching situation in both tributaries using the numerical simulation model “iRIC Nays 2D Breach”. From the result, it was revealed that the direction of the inundated flow changes greatly depending on the timing of the discharge change at the tributaly when the bank failure occurs. At the time of bank breaching, when the discharge of the tributary is small, the inundated flow towards to the upstream direction. At the time of bank breaching, when the discharge of the tributary is large, the inundated flow towards to the perpendicular direction of the channel. | |||||||||||||||
言語 | en | |||||||||||||||
書誌情報 |
ja : 河川技術論文集 巻 25, p. 541-546, 発行日 2019-06 |
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権利 | ||||||||||||||||
権利情報 | c 2019 土木学会 | |||||||||||||||
出版者 | ||||||||||||||||
言語 | ja | |||||||||||||||
出版者 | 土木学会 | |||||||||||||||
著者版フラグ | ||||||||||||||||
値 | publisher | |||||||||||||||
出版タイプ | ||||||||||||||||
出版タイプ | VoR | |||||||||||||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 |