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  1. 学術雑誌掲載済論文
  2. 和雑誌

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
4bbdd405-536c-4dfd-9918-47fe7c9296fc
名前 / ファイル ライセンス アクション
土木学会河川技術論文集. 土木学会河川技術論文集. 25, p541-546.pdf (1.1 MB)
Item type 学術雑誌論文 / Journal Article(1)
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

ja 深澤, アダム翔

en FUKAZAWA, Adam Sho

Search repository
渡邊, 康玄

× 渡邊, 康玄

WEKO 214
CiNii ID 9000411228257
KAKEN - 研究者検索 00344424

ja 渡邊, 康玄

ja-Kana ワタナベ, ヤスハル

en Watanabe, Yasuhau

Search repository
島田, 友典

× 島田, 友典

WEKO 90181
CiNii ID 9000022906307

ja 島田, 友典

ja-Kana シマダ, トモノリ

Search repository
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
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
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