EXAMINATION OF DAMAGE MITIGATION EFFECT USING MOVABLE BREAKWATERS BY TYPHOONS
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- HARADA Yako
- 中央大学大学院 理工学研究科 都市人間環境学専攻
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- WATANABE Masashi
- 中央大学 理工学部都市環境学科
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- MATSUMOTO Yukihisa
- 株式会社大林組
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- MORISHITA Kazuho
- 日鉄エンジニアリング株式会社
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- ONISHI Masayuki
- 東亜建設工業株式会社
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- KIHARA Kazuyoshi
- エム・エムブリッジ株式会社
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- ARIKAWA Taro
- 中央大学 理工学部都市環境学科
Bibliographic Information
- Other Title
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- 可動式防波堤の台風来襲時における被害軽減効果の検討
Description
<p> In this study, the effectiveness of the movable breakwaters for reducing the water level and preventing storm surge was investigated at Tokyo Bay under the worst-case scenario based on an empirical typhoon model. As a result, the water level reduction effect of the movable breakwaters at the harbor was 11.2-42.2 % for each installation and 27.4-45.7 % for multiple installations in the typhoon path where the maximum stormsurge was observed. In addition, it was found that the multiple installation of the system was effective for reducing the water level in the river, while the installation of the system only at the mouth of the river was sufficient to prevent stormsurge. In addition, a comparison the method of raising the levee, conventional strengthen-ing, and the movable breakwaters on the inundation control effect showed that the movable breakwaters was more effective than the method of raising the levee uniformly by 3.0 m in the case that install multiple breakwaters in the harbor and in the river.</p>
Journal
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- Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering)
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Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering) 77 (2), I_823-I_828, 2021
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390571415710535936
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- NII Article ID
- 130008113404
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- ISSN
- 18838944
- 18842399
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed