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  1. 学術雑誌掲載済論文

治水施設に対する漂流物を伴う津波波力の 増大及び低減特性に関する実験的検討

https://kitami-it.repo.nii.ac.jp/records/8649
162db174-b891-4de8-a05a-df588f436f68
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名前 / ファイル ライセンス Actions
2017-06 2017-06 治水施設に対する漂流物を伴う津波波力の増大及び低減特性に関する実験的検討 (2.2 MB)
item type 学術雑誌論文 / Journal Article(1)
公開日 2018-04-23
タイトル
タイトル 治水施設に対する漂流物を伴う津波波力の 増大及び低減特性に関する実験的検討
言語
言語 jpn
キーワード
言語 en
主題Scheme Other
主題 Tsunami in rivers
キーワード
言語 en
主題Scheme Other
主題 tsunami drifts
キーワード
言語 en
主題Scheme Other
主題 tsunami wave force
キーワード
言語 en
主題Scheme Other
主題 hydraulic experiment
資源タイプ
資源 http://purl.org/coar/resource_type/c_6501
タイプ journal article
その他のタイトル
その他のタイトル EXPERIMENTAL INVESTIGATION ON INCREASE AND DECREASE CHARACTERISTICS OF TSUNAMI WAVE FORCE WITH FLOATING DRIFTS ON RIVER MANAGEMENT FACILITIES
著者 阿部, 孝章

× 阿部, 孝章

WEKO 89995

阿部, 孝章

Search repository
鳥谷部, 寿人

× 鳥谷部, 寿人

WEKO 89996

鳥谷部, 寿人

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矢部, 浩規

× 矢部, 浩規

WEKO 89997

矢部, 浩規

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吉川, 泰弘

× 吉川, 泰弘

WEKO 89971
e-Rad 50414149

吉川, 泰弘

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著者別名
識別子
識別子 89998
識別子Scheme WEKO
姓名
姓名 Abe, Takaaki
著者別名
識別子
識別子 89999
識別子Scheme WEKO
姓名
姓名 Toyabe, Toshihito
著者別名
識別子
識別子 90000
識別子Scheme WEKO
姓名
姓名 Yabe, Hiroki
著者別名
識別子
識別子 90001
識別子Scheme WEKO
姓名
姓名 Yoshikawa, Yasuhiro
抄録
内容記述タイプ Abstract
内容記述 This report presents an investigation for the establishment of river control facility design against
tsunami run-up in frozen rivers. The tsunami generated by the 2011 Tohoku Pacific-Coast Earthquake
was characterized by the generation of tremendous number of tsunami debris and drifts. In addition, in
Hokkaido where ice formed in rivers, broken ice pieces were found in the field survey. The main aim of
this report is to propose an optimum river management facility design in the event of winter-season
tsunami considering the existence of ice floes. An experimental model of a sluice gate is developed with
ice floe models on the water surface and bore-type tsunamis are generated in the flume. The result
showed that in some cases the existence of ice can partially attenuate the wave impact load. However, it is
confirmed that ice floes also can cause increase in the wave force, which can result in the functional
failure of the sluice gate. The experimental results are summarized in the relationships between nondimensional
wave height and maximum wave force.
書誌情報 河川技術論文集

巻 23, p. 109-114, 発行日 2017-06
権利
権利情報 © 2017 土木学会
著者版フラグ
値 publisher
出版者
出版者 土木学会
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