Technical Papers
Feb 10, 2012

Fuel Storage Container Performance during the 2011 Tohoku, Japan, Tsunami

Publication: Journal of Performance of Constructed Facilities
Volume 27, Issue 4

Abstract

Field investigation of infrastructure damage following the March 2011, Tohoku, Japan, Tsunami uncovered failure of numerous fuel storage containers as a result of the high inundation depths and velocities associated with the event. Observations focused on two areas, Ishinomaki, Japan and Onagawa, Japan, where inundation depths of up to 6 and 17 m, respectively, were measured. The failure modes observed include: crushing of containers as a result of inward hydrostatic forces or debris impact, tie down failures as a result of elevated buoyancy forces, and sliding failures as a result of the hydrodynamic forces imparted during the event. The loss of restraint resulted in movement of the containers outside of their containment walls, fuel spillage, and ground contamination. Sample calculations based on observed container failure, water levels, and estimated flow velocities illustrate the demands and failure patterns observed. A retrofitting mechanism is proposed to minimize loss of fuel storage containers during tsunami events.

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Acknowledgments

This material is based on work supported by the National Science Foundation under Grant No. CMMI-1138668. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the authors and do not necessarily reflect the views of the National Science Foundation. The authors would like to thank the ASCE journal reviewers for their comments and thorough critique of the manuscript, which has allowed improvements in the discussion.

References

ABAQUS 6.9.1 [Computer software]. Providence, RI, Dassault Systems, Simula Corp.
American Petroleum Institute (API). (2007).“Welded steel tanks for oil storage.” API 650, Eleventh Ed., API Publishing Services, Washington, DC.
ASTM. (2008a). “Standard specification for anchor bolts, steel, 36, 55, and 105-ksi yield strength.” ASTM F1554, West Conshohocken, PA.
ASTM. (2008b). “Standard specification for carbon structural steel.” ASTM A36, West Conshohocken, PA.
Chock, G., Robertson, I., Kriebel, D., Francis, M., and Nistor, I. (2013). Tohoku, Japan, earthquake and tsunami of 2011—Performance of structures under tsunami loads, ASCE, Reston, VA, 360.
Dean, R. G., and Dalrymple, R. A. (1991). Water wave mechanics for engineers and scientists, advanced series on ocean engineering, Vol. 2, World Scientific Publishing Co. Pte. Ltd., Toh Tuck Link, Singapore.
FEMA. (2008). “Guidelines for design of structures for vertical evacuation from tsunamis.” P646, Applied Technology Council, Redwood City, CA.
Flores, F., and Godoy, L. (1998). “Buckling of short tanks due to hurricanes.” Eng. Struct., 20(8), 752–760.
Godoy, L. (2007). “Performance of storage tanks in oil facilities damaged by Hurricanes Katrina and Rita.” J. Perform. Constr. Facil., 21(6), 441–449.
Goto, Y. (2005). Reconnaissance on off-Sumatra Earthquake—Indian Ocean tsunami disaster of December 26, 2004 damage to oil storage facilities of cement factory at Lho’nga and petroleum delivery terminal at Krueng Raya in Aceh Province, National Research Institute for Earth Science and Disaster Prevention Earthquake Disaster Mitigation Research Center, Sumatra, Indonesia.
Malhotra, P., Wenk, T., and Wieland, M. (2000). “Simple procedure for seismic analysis of liquid-storage tanks.” Struct. Eng. Int., 10(3), 197–201.
NIST. (2006). “Performance of physical structures in Hurricane Katrina and Rita: A reconnaissance report.” NIST Technical Note 1476, Gaithersburg, MD.
Priest, G. R., et al. (2009). “Tsunami hazard assessment of the Northern Oregon Coast: A multi-deterministic approach tested at Cannon Beach, Clatsop County, Oregon.” Special Paper 41, State of Oregon Dept. of Geology and Mineral Industries, Portland, OR.
Roberson, J., and Crowe, C. (1990). Engineering fluid mechanics, 4th Ed., Houghton Mifflin, Boston.
Sakakiyama, T., Matsuura, S., and Matsuyama, M. (2009). “Tsunami force acting on oil tanks and buckling analysis for tsunami pressure.” J. Disast. Res., 4(6), 427–434.
U.S. Government. (2011). “Code of Federal Regulations (CFR), vol. 40, part 112, oil pollution prevention.” 40 CFR 112, U.S. Government Printing Office, Washington, DC.

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Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 27Issue 4August 2013
Pages: 373 - 380

History

Received: Aug 17, 2011
Accepted: Feb 8, 2012
Published online: Feb 10, 2012
Published in print: Aug 1, 2013

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Authors

Affiliations

Clay Naito, M.ASCE [email protected]
Associate Chair, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015 (corresponding author). E-mail: [email protected]
Daniel Cox
Professor, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331.
Qi-Song “Kent” Yu, M.ASCE
Principal, Degenkolb Engineers, 707 SW Washington St., Ste. 600, Portland, OR 97205.
Hillary Brooker, M.ASCE
Undergraduate Researcher, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015.

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