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遊水地による河川津波の減災対策に関する一提案
https://kitami-it.repo.nii.ac.jp/records/7766
https://kitami-it.repo.nii.ac.jp/records/7766f573c744-278f-4ba4-a45b-612e83c6f2b5
名前 / ファイル | ライセンス | アクション |
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2013-06_遊水地による河川津波の減災対策に関する一提案.pdf (1.8 MB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2015-06-10 | |||||
タイトル | ||||||
言語 | ja | |||||
タイトル | 遊水地による河川津波の減災対策に関する一提案 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | A PROPOSAL ON RETARDING BASIN USAGE AS A DISASTER MITIGATION MEASURE FOR RIVER TSUNAMI PROPAGATION | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Tsunami run-up | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Retarding basin | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Disaster mitigation measure | |||||
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 | |||||
その他のタイトル | ||||||
その他のタイトル | A PROPOSAL ON RETARDING BASIN USAGE AS A DISASTER MITIGATION MEASURE FOR RIVER TSUNAMI PROPAGATION | |||||
著者 |
佐藤, 好茂
× 佐藤, 好茂× 阿部, 孝章× 吉川, 泰弘× 柿沼, 孝治× 伊藤, 丹 |
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著者別名 | ||||||
姓名 | SATOU, Yoshishige | |||||
言語 | en | |||||
著者別名 | ||||||
姓名 | ABE, Takaaki | |||||
言語 | en | |||||
著者別名 | ||||||
姓名 | YOSHIKAWA, Yasuhiro | |||||
言語 | en | |||||
著者別名 | ||||||
姓名 | KAKINUMA, Takaharu | |||||
言語 | en | |||||
著者別名 | ||||||
姓名 | ITOU, Akashi | |||||
言語 | en | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | When large-scale tsunamis propagate into rivers, situations such as inundation inside levees due to bank overtopping and/or emergency stoppage of intake at water supply facilities to prevent salinity intrusion can be expected. With a main focus on the topographical conditions of Kushiro Marsh upstream of the Shin Kushiro River to the north of urban Kushiro, this paper proposes a disaster mitigation measure involving the installation of a retarding basing with a storage capacity of approximately two million cubic meters downstream of the marsh. Numerical analysis was conducted to determine the impact of this measure on a tsunami propagating up the river. It was found that the water level would be reduced by up to 0.74 m for a 3.4-m-high tsunami (approximately 42% of the water level rise) upstream of the urban area compared to a situation with no retarding basin. Results also indicating a reduction in the volume of flooding and the distance of propagation further highlighted the potential for disaster mitigation based the use of local topographical characteristics. |
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書誌情報 |
ja : 河川技術論文集 巻 19, p. 369-374, 発行日 2013-06 |
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権利 | ||||||
権利情報 | c 2013 公益社団法人 土木学会 | |||||
出版者 | ||||||
出版者 | 公益社団法人 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 |