Relationship between Coastal Hazard Countermeasures and Community Resilience in the Tōhoku Region of Japan Following the 2011 Tsunami
Abstract
Many coastal communities around the world that are vulnerable to inundation from tsunamis or storm surges are investing significant resources into countermeasures such as seawalls, levees, and breakwaters to limit damage from such events. A potential framework for studying the relationship between coastal hazard countermeasures and their impact on community resilience is proposed in this investigation and is applied to 27 coastal cities in the Tōhoku region of Japan following the 2011 tsunami. Community resilience was quantified using a modified version of the resilience inference measurement (RIM) method in which parameters of intensity, exposure, damage, and recovery were utilized in a -means clustering analysis to categorize respective cities into four different resilience groups. As a supplemental analysis to the modified RIM method, historical data representing the exposure and damage parameters from the 1896, 1933, and 2011 Tōhoku tsunamis were utilized to establish limit states (LSs) for fragility curves to demonstrate the level of response for a specific damage condition. Three limit states were selected for 2%, 20%, and 40% of dwellings in a city being destroyed for a given tsunami event. An ordinal logistic regression was performed to determine whether there was a relationship between the resilience group of each city and the maximum countermeasure height. No statistically significant correlation was found between the maximum height of a coastal hazard countermeasure and the resilience group of each city, which indicates that investing in such infrastructure does not necessarily impact overall community resilience for an extreme event such as the 2011 Tōhoku tsunami. For this scenario, the probability of damage was assessed by developing fragility curves that demonstrated larger probability of exceedance discrepancies between LSs at lower maximum tsunami runup values. Coastal hazard countermeasures therefore may still be effective in limiting damage and thereby improve community resilience for less extreme tsunami events. The results of this investigation will assist government officials and engineers in selecting coastal resilience policies and strategies to limit future impacts from coastal hazards.
Practical Applications
Coastal hazard countermeasures such as seawalls, levees, and breakwaters are being implemented by coastal communities across the globe to protect people and infrastructure from damage caused by tsunamis and storm surges. Built structures such as these have significant economic, environmental, and social impacts. A potential framework for studying the relationship between coastal hazard countermeasures and their influence on community resilience is proposed in this investigation. The framework was applied to the 2011 tsunami event that devasted coastal cities in the Tōhoku region of Japan. Most of these cities had constructed seawalls prior to this disaster. The application of this event to the proposed framework did not result in a statistically significant correlation between the maximum height of seawalls and the resilience behavior of a city, which indicates that investing in such infrastructure does not necessarily improve overall community resilience for an extreme event such as the 2011 Tōhoku tsunami. Coastal hazard countermeasures may still be effective in limiting damage for less extreme tsunami events and thereby improve community resilience for such events. The framework proposed in this report will assist government officials and engineers in selecting coastal resilience policies and strategies to limit future impacts from coastal hazards.
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Data Availability Statement
All data, models, and code that support the findings of this study are available from the corresponding author upon reasonable request.
Acknowledgments
The authors would like to acknowledge the Liu Institute for Asia and Asian Studies and the Roberts Endowment for Undergraduate Research in Asia at the University of Notre Dame for financial and institutional support of this research. Professor Noriko Hanabusa, Professor Anna Geltzer, and Matthew Gardner contributed to various insights and tools applied in this research.
References
Aldrich, D. P. 2019. Black wave: How networks and governance shaped Japan’s 3/11 disaster. Chicago: Univ. of Chicago Press.
American Lifelines Alliance. 2001a. Seismic fragility formulations for water systems. Part 1—Guideline. Washington, DC: American Lifelines Alliance.
American Lifelines Alliance. 2001b. Seismic fragility formulations for water systems. Part 2—Appendices. Washington, DC: American Lifelines Alliance.
Aránguiz, R., L. Urra, R. Okuwaki, and Y. Yagi. 2018. “Development and application of a tsunami fragility curve of the 2015 tsunami in Coquimbo, Chile.” Nat. Hazards Earth Syst. Sci. 18 (5): 2143–2160. https://doi.org/10.5194/nhess-18-2143-2018.
ASCE. 2017. Minimum design loads and associated criteria for buildings and other structures. ASCE 7-16. Reston, VA: ASCE.
Badillo-Almaraz, H., A. S. Whittaker, A. M. Reinhorn, and G. P. Cimellaro. 2007. Seismic fragility of suspended ceiling systems. Buffalo, NY: Univ. at Buffalo.
Charvet, I., I. Ioannou, T. Rossetto, A. Supparsi, and F. Imamura. 2014. “Empirical fragility assessment of buildings affected by the 2011 Great East Japan tsunami using improved statistical models.” Nat. Hazard. 73 (Jan): 951–973. https://doi.org/10.1007/s11069-014-1118-3.
Cimellaro, G. P., and A. M. Reinhorn. 2011. “Multidimensional performance limit state for hazard fragility functions.” J. Eng. Mech. 137 (1): 47–60. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000201.
City Population. 2020a. “Japan: Iwate.” Accessed September 7, 2020. http://www.citypopulation.de/Japan-Iwate.html.
City Population. 2020b. “Japan: Miyagi.” Accessed September 7, 2020. https://www.citypopulation.de/php/japan-miyagi.php.
Forcellini, D. 2020a. “Analytical fragility curves of shallow-founded structures subjected to soil-structure interaction (SSI) effects.” Soil Dyn. Earthquake Eng. 141 (Jun): 12–36. https://doi.org/10.106/j.soildyn2020.106487.
Forcellini, D. 2020b. “Probabilistic-based assessment of liquefaction-induced damage with analytical fragility curves.” Geosciences 10 (8): 315. https://doi.org/10.3390/geosciences10080315.
Gardoni, P., A. Der Kiureghian, and K. M. Mosalam. 2002. “Probabilistic capacity models and fragility estimates for reinforced concrete columns based on experimental observations.” J. Eng. Mech. 128 (10): 1024–1038. https://doi.org/10.1061/(ASCE)0733-9399(2002)128:10(1024).
Koshimura, S., Y. Namegaya, and H. Yanagisawa. 2009. “Tsunami fragility—A new measure to identify tsunami damage.” J. Disaster Res. 4 (6): 479–488. https://doi.org/10.20965/jdr.2009.p0479.
Lam, N. S. N., M. Reams, K. Li, C. Li, and L. P. Mata. 2016. “Measuring community resilience to coastal hazards along the northern Gulf of Mexico.” Nat. Hazard. Rev. 17 (1): 10–12. https://doi.org/10.1061/(ASCE)NH.1527-6996.0000193.
Li, X., N. Lam, Y. Qian, K. Li, L. Yin, S. Liu, and W. Zheng. 2016. “Measuring county resilience after the 2008 Wenchuan earthquake.” Int. J. Disaster Risk Sci. 7 (Apr): 393–412. https://doi.org/10.1007/s13753-016-0109-2.
Logan, T. M., S. D. Guikema, and J. D. Bricker. 2018. “Hard-adaptive measures can increase vulnerability to storm surge and tsunami hazards over time.” Nat. Sustainability 1 (Apr): 526–530. https://doi.org/10.1038/s41893-018-0137-6.
Mimura, N., K. Yasuhara, S. Kawagoe, H. Yokoki, and S. Kazama. 2011. “Damage from the great East Japan earthquake and tsunami—A quick report.” Mitigation Adapt. Strategies Global Change 16 (11): 803–818. https://doi.org/10.1007/s11027-011-9297-7.
Mina, D., D. Forcellini, and H. Karampour. 2020. “Analytical fragility curves for assessment of seismic vulnerability of HP/HT unburied subsea pipelines.” Soil Dyn. Earthquake Eng. 137 (Oct): 106308. https://doi.org/10.1016/j.soildyn.2020.106308.
Mori, N., T. Takahashi, T. Yasuda, and H. Yanagisawa. 2011. “Survey of 2011 Tōhoku earthquake tsunami inundation and run-up.” Geophys. Res. Lett. 38 (7): 1–6. https://doi.org/10.1029/2011GL049210.
Nakanishi, H., K. Matsuo, and J. Black. 2013. “Transportation planning methodologies for post-disaster recovery in regional communities: The East Japan earthquake and tsunami 2011.” J. Transp. Geogr. 31 (Apr): 181–191. https://doi.org/10.1016/j.jtrangeo.2013.07.005.
Nanayakkara, K. I. U., and W. P. S. Dias. 2016. “Fragility curves for structures under tsunami loading.” Nat. Hazard. 80 (Jan): 471–486. https://doi.org/10.1007/s11069-015-1978-1.
Nateghi, R., J. D. Bricker, S. D. Guikema, and A. Bessho. 2016. “Statistical analysis of the effectiveness of seawalls and coastal forests in mitigating tsunami impacts in Iwate and Miyagi prefectures.” PLoS One 11 (8): e0158375. https://doi.org/10.1371/journal.pone.0158375.
Ozaki, T. 2011. “Outline of the 2011 off the Pacific coast of Tōhoku earthquake (Mw 9.0): Tsunami warnings/advisories and observations.” Earth Planets Space 63 (16): 827–830. https://doi.org/10.5047/eps.2011.06.029.
Retamales, R., G. Mosqueda, A. Filiatrault, and A. M. Reinhorn. 2006. “Experimental study on the seismic behavior of nonstructural components subjected to full-scale floor motions.” In Proc., 8th National Conf.of Earthquake Engineering. Oakland, CA: Earthquake Engineering Research Institute.
Shinozuka, M., M. Q. Feng, H.-K. Kim, and S.-H. Kim. 2000a. “Nonlinear static procedure for fragility curve development.” J. Eng. Mech. 126 (12): 1287–1295. https://doi.org/10.1061/(ASCE)0733-9399(2000)126:12(1287).
Shinozuka, M., M. Q. Feng, J. Lee, and T. Naganuma. 2000b. “Statistical analysis of fragility curves.” J. Eng. Mech. 126 (12): 1224–1231. https://doi.org/10.1061/(ASCE)0733-9399(2000)126:12(1224).
Suppasri, A., E. Mas, I. Charvet, R. Gunasekera, K. Imai, Y. Fukutani, Y. Abe, and F. Imamura. 2013a. “Building damage characteristics based on surveyed data and fragility curves of the 2011 Great East Japan tsunami.” Nat. Hazard. 66 (9): 319–341. https://doi.org/10.1007/s11069-012-0487-8.
Suppasri, A., N. Shuto, F. Imamura, S. Koshimura, E. Mas, and A. C. Yalciner. 2013b. “Lessons learned from the 2011 Great East Japan tsunami: Performance of tsunami countermeasures, coastal buildings, and tsunami evacuation.” Pure Appl. Geophys. 170 (Nov): 993–1018. https://doi.org/10.1007/s00024-012-0511-7.
US Department of Homeland Security. 2003. HAZUS MR4 earthquake technical manual. Washington, DC: US Department of Homeland Security.
Yamashita, H. 2020. “Living together with seawalls: Risks and reflexive modernization in Japan.” Environ. Sociol. 6 (2): 166–181. https://doi.org/10.1080/23251042.2019.1709680.
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© 2023 American Society of Civil Engineers.
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Received: Feb 22, 2021
Accepted: Dec 22, 2022
Published online: Mar 15, 2023
Published in print: May 1, 2023
Discussion open until: Aug 15, 2023
ASCE Technical Topics:
- Business management
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