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2015 | OriginalPaper | Buchkapitel

14. A Consideration Aimed at Improving the Resiliency of Protective Structures Against Tsunami

verfasst von : Taro Arikawa, Takayuki Oie

Erschienen in: Post-Tsunami Hazard

Verlag: Springer International Publishing

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Abstract

In this paper the effectiveness of breakwaters to provide protection against huge tsunami was considered using numerical simulations. Kamaishi Bay, where large breakwaters had been installed, was selected as the target area, because about half the breakwaters were washed away by the tsunami produced by the Tohoku Earthquake in 2011. Therefore, the effect of breakwater protection against the 2011 tsunami is verified by comparing the different states of damage to breakwaters with numerical simulations. The results show that the protective effect provided by breakwaters against tsunami depends on the rate of opening gap, and suggest that this is an efficient way to improve the resiliency of deeper-region breakwater structures.

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Literatur
Zurück zum Zitat Arikawa T, Sato M, Shimosako K, Tomita, T, Tatsumi D, Yeom GS, Takahashi K (2012) Investigation of the failure mechanism of Kamaishi breakwaters due to tsunami, Initial report focusing on hydraulic characteristics. Technical Note of the Port and Airport Research Institute, No, 1251, 2012 (in Japanese) Arikawa T, Sato M, Shimosako K, Tomita, T, Tatsumi D, Yeom GS, Takahashi K (2012) Investigation of the failure mechanism of Kamaishi breakwaters due to tsunami, Initial report focusing on hydraulic characteristics. Technical Note of the Port and Airport Research Institute, No, 1251, 2012 (in Japanese)
Zurück zum Zitat Arikawa T, Sato M, Shimosako K Tomita T, Yeom GS, Niwa T (2013) Failure mechanism and resiliency of breakwaters under tsunami. Technical Note of the Port and Airport Research Institute, No, 1269, 2013 (in Japanese) Arikawa T, Sato M, Shimosako K Tomita T, Yeom GS, Niwa T (2013) Failure mechanism and resiliency of breakwaters under tsunami. Technical Note of the Port and Airport Research Institute, No, 1269, 2013 (in Japanese)
Zurück zum Zitat Tomita T, Honda K, Kakinuma T (2006) Application of three-dimensional tsunami simulator to estimation of tsunami behavior around structures. In: Proceedings of 30th international conference on coastal engineering, pp 1677–1688, 2006 Tomita T, Honda K, Kakinuma T (2006) Application of three-dimensional tsunami simulator to estimation of tsunami behavior around structures. In: Proceedings of 30th international conference on coastal engineering, pp 1677–1688, 2006
Zurück zum Zitat Tomita T, Arikawa T, Asai T (2013) Damage in ports due to the 2011 off the Pacific Coast of Tohoku Earthquake Tsunami. J Disaster Res 8(3):2013 Tomita T, Arikawa T, Asai T (2013) Damage in ports due to the 2011 off the Pacific Coast of Tohoku Earthquake Tsunami. J Disaster Res 8(3):2013
Metadaten
Titel
A Consideration Aimed at Improving the Resiliency of Protective Structures Against Tsunami
verfasst von
Taro Arikawa
Takayuki Oie
Copyright-Jahr
2015
DOI
https://doi.org/10.1007/978-3-319-10202-3_14