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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
名前 / ファイル | ライセンス | Actions | |
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item type | 学術雑誌論文 / Journal Article(1) | |||||
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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× 鳥谷部, 寿人× 矢部, 浩規× 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. |
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書誌情報 |
河川技術論文集 巻 23, p. 109-114, 発行日 2017-06 |
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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 |