Protection Performance against Tsunamis due to Buoyancy-Driven Vertical Piling Breakwater
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- ARIKAWA Taro
- (独法) 港湾空港技術研究所
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- NOMURA Hayato
- (独法) 港湾空港技術研究所
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- TOMITA Takashi
- (独法) 港湾空港技術研究所
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- KOBAYASHI Makoto
- (株) 大林組土木技術本部
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- TORAISHI Tatsuhiko
- 新日鉄エンジニァリング (株)
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- ARAI Kiyoshi
- 東亜建設工業 (株)
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- KIHARA Kazuyoshi
- 三菱重工橋梁エンジニアリング (株)
Bibliographic Information
- Other Title
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- 直立浮上式防波堤による現地津波防護効果に関する検討
Description
This research investigates the protection performance against tsunami with the buoyancy- driven vertical breakwater by using the numerical simulations. Macro-Micro scale interlocked tsunami simulator named STOC (Storm surge and Tsunami simulator in Oceans and Coastal areas) has been applied to the series of simulations. Results of comparison of tsunami height in the Wakayama-shimotsu port and Fukura port due to Tokai, Tonankai and Nankai earthquakes indicates that this new breakwater decreases tsunami height and inundation area. Although the dissipating rate is depending on the position of this breakwater, the breakwater with 10% opening brings a 33% decrease in the maximum tsunami height.
Journal
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- PROCEEDINGS OF COASTAL ENGINEERING, JSCE
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PROCEEDINGS OF COASTAL ENGINEERING, JSCE 54 936-940, 2007
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390282679527715328
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- NII Article ID
- 130003808198
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- ISSN
- 18848222
- 09167897
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed