Technical Papers
Aug 22, 2013

Procedure for Site Assessment of the Potential for Tsunami Debris Impact

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 140, Issue 2

Abstract

Tsunami debris can place large demands on the structures it impacts. The types of potential debris and impact forces they generate are not well understood, and relatively little consideration is taken for the risk of tsunami debris strikes during structural design. A procedure is outlined to assess the site-specific potential for debris impact and its significance to structures. The procedure involves a categorization of potential debris based on fundamental characteristics. It includes an assessment of the ability and likelihood of debris transport, as constrained by the topography and the constructed environment. Data from aerial surveys and on-ground surveys after the March 2011 Tohoku tsunami are used to demonstrate and validate the considerations proposed for an assessment of debris and its transport. Instances of structural damage found during the site survey and that potentially resulted from debris strikes are reported. These cases are evaluated to correlate the proposed debris categories and impact demands with the observed structural damage. The velocities needed to cause the observed damage were determined using existing guidelines for debris impact forces. The procedure proposed here can be considered as a preliminary effort toward the development of a framework for risk assessment, including estimates of probable damage levels. Applications include both structural design and tsunami disaster planning.

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Acknowledgments

This material is based upon work supported by the National Science Foundation under Grant Nos. CMMI-1138668 and CMMI-1041666. Naito and Cox gratefully acknowledge the assistance of several researchers in Japan during the reconnaissance efforts: Daiki Tsujio, Norimi Mizutani, Nobuhito Mori, and Tomohiro Yasuda. Kent Yu provided valuable discussions during the reconnaissance. Cox gratefully acknowledges the support of the Japan Society for the Promotion of Science and his hosts at the Disaster Prevention Research Institute of Kyoto University during his stay in Japan when the reconnaissance took place. The authors also acknowledge Ian Robertson and Gary Chock for their review and suggestions on the dispersion estimation methods proposed.

References

AASHTO. (2009). Vessel collision design of highway bridges, Washington, DC.
Arnason, H. (2005). “Interactions between an incident bore and a free-standing coastal structure.” Ph.D. dissertation, Univ. of Washington, Seattle, WA.
Arnason, H., Petroff, C., and Yeh, H. (2009). “Tsunami bore impingement on a vertical column.” J. Disaster Res., 4(6), 391–403.
Asakura, R., et al. (2000). “An experimental study on wave force acting on on-shore structures due to overflowing tsunamis.” Proc. Coastal Eng., 47, 911–915 (in Japanese).
Asakura, R., Iwase, K., and Ikeya, T. (2002). “The tsunami wave force acting on land structures.” Proc., 28th Int. Conf. on Coastal Engineering, World Scientific, London, 1191–1202.
ASCE. (2010). Minimum design loads for buildings and other structures, Reston, VA.
Cross, R. H. (1967). “Tsunami surge forces.” J. Wtrwy. and Harb. Div., 93(4), 201–234.
Earthquake Engineering Research Institute (EERI). (2011). Learning from earthquakes—The March 11, 2011, great East Japan (Tohoku) earthquake and tsunami: Societal dimensions, EERI, Oakland, CA.
FEMA. (2012). “Guidelines for design of structures for vertical evacuation from tsunamis,” 2nd Ed., FEMA P-646, Applied Technology Council, Washington, DC.
Fritz, H. M., Borrero, J. C., Synolakis, C. E., and Yoo, J. (2006). “2004 Indian Ocean tsunami flow velocity measurements from survivor videos.” Geophys. Res. Lett., 33(24), L24605.
Fujima, K., Achmad, F., Shigihara, Y., and Mizutani, N. (2009). “Estimation of tsunami force acting on rectangular structures.” J. Disaster Res., 4(6), 404–409.
Haraguchi, T. (2012). “Inundation area maps.” 〈http://www.jsgi-map.org/tsunami/tsunami.kmz〉 (Aug. 24, 2012).
Naito, C., Cox, D., Yu, Q.-S., and Brooker, H. (2013). “Fuel storage container performance during the 2011 Tohoku, Japan, tsunami.” J. Perform. Constr. Facil., 373–380.
National Crash Analysis Center (NCAC). (2011). Development and validation of a finite element model for the 2010 Toyota Yaris passenger sedan, George Washington Univ., Ashburn, VA.
Overseas Coastal Area Development Institute of Japan (OCADI). (2009). Technical standards and commentaries for port and harbour facilities in Japan, Tokyo.
Paczkowski, K., Riggs, H. R., Naito, C. J., and Lehmann, A. (2012). “A one-dimensional model for impact forces resulting from high mass, low velocity debris.” Struct. Eng. Struct. Mech., 42(6), 831–847.
Ramsden, J. D. (1996). “Forces on a vertical wall due to long waves, bores, and dry-bed surges.” J. Waterway, Port, Coastal, Ocean Eng., 134–141.
Ramsden, J. D., and Raichlen, F. (1990). “Forces on a vertical wall caused by incident bores.” J. Waterway, Port, Coastal, Ocean Eng., 592–613.
Riggs, H. R., et al. (2013). “Water-driven debris impact forces on structures: Experimental and theoretical program.” Proc., ASME 2013 32nd Int. Conf. on Ocean, Offshore and Arctic Engineering, ASME, New York.
Robertson, I. N., Paczkowski, K., Riggs, H. R., and Mohamed, A. (2013). “Experimental investigation of tsunami bore forces on vertical walls.” J. Offshore Mech. Arct. Eng., 135(2), 021601.
Yeh, H. (2006). “Maximum fluid forces in the tsunami runup zone.” J. Waterway, Port, Coastal, Ocean Eng., 496–500.
Yeh, H. (2007). “Design tsunami forces for onshore structures.” J. Disaster Res., 2(6), 1–6.
Yuan, P., Harik, I. E., and Davidson, M. T. (2008). Multi-barge flotilla impact forces on bridges, Univ. of Kentucky, Lexington, KY.

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Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 140Issue 2March 2014
Pages: 223 - 232

History

Received: Aug 21, 2012
Accepted: Jul 8, 2013
Published online: Aug 22, 2013
Published in print: Mar 1, 2014

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Authors

Affiliations

Clay Naito, M.ASCE [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015 (corresponding author). E-mail: [email protected]
Christina Cercone, S.M.ASCE
Graduate Student, Dept. of Civil and Environmental Engineering, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015.
H. R. Riggs, M.ASCE
Professor, Dept. of Civil and Environmental Engineering, Univ. of Hawaii, Honolulu, HI 96822.
Daniel Cox
Professor, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331.

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