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SUMATRA-ANDAMAN ISLANDS
EARTHQUAKE AND TSUNAMI
OF DECEMBER 26, 2004
Lifeline Performance
EDITED BY
Carl Strand and John Masek
SPONSORED BY
Technical Council on Lifeline Earthquake Engineering
Monograph No. 30
August 2007
www.pubs.asce.org
Any statements expressed in these materials are those of the individual authors and do not
necessarily represent the views of ASCE, which takes no responsibility for any statement
made herein. No reference made in this publication to any specific method, product,
process, or service constitutes or implies an endorsement, recommendation, or warranty
thereof by ASCE. The materials are for general information only and do not represent a
standard of ASCE, nor are they intended as a reference in purchase specifications, contracts,
regulations, statutes, or any other legal document. ASCE makes no representation or
warranty of any kind, whether express or implied, concerning the accuracy, completeness,
suitability, or utility of any information, apparatus, product, or process discussed in this
publication, and assumes no liability therefore. This information should not be used without
first securing competent advice with respect to its suitability for any general or specific
application. Anyone utilizing this information assumes all liability arising from such use,
including but not limited to infringement of any patent or patents.
ASCE and American Society of Civil Engineers—Registered in U.S. Patent and Trademark
Office.
iii
Contributing Authors
iv
TCLEE Monograph Series
These publications may be purchased from ASCE, telephone 1-800-548-ASCE (2723), World Wide
Web www.asce.org. The TCLEE web site is www.asce.org/instfound/techcomm_tclee.cfm.
No. 1 Recent Lifeline Seismic Risk Studies, Kiremidjian, Anne S., Editor, 1990.
No. 2 Seismic Lost Estimates for a Hypothetical Water System, A Demonstration Project, Taylor,
Craig E., Editor, August 1991.
No. 3 Guide to Post-Earthquake Investigations of Lifelines, Schiff, Anshel J., Editor, August 1991.
No. 4 Lifeline Earthquake Engineering, Proceedings of the 3rd U.S. Conference on Lifeline
Earthquake Engineering, August 22-23, 1991, Los Angeles, CA, Cassaro, Michael, Editor, August
1991.
No. 5 Lifeline Earthquake Engineering in the Central and Eastern U.S., Ballantyne, Donald, Editor,
September 1992.
No. 6 Lifeline Earthquake Engineering, Proceeding of the 4th U.S. Conference on Lifeline
Earthquake Engineering, August 10-12, 1995, San Francisco, CA, O’Rourke, Michael J., Editor,
August 1995.
No. 7 Critical Issues and State of the Art on Lifeline Earthquake Engineering, Schiff, Anshel J. and
Buckle, Ian, Editors, October 1995.
No. 8 Northridge Earthquake: Lifeline Performance and Post- Earthquake Response, Schiff, Anshel
J., Editor, August 1995.
No. 9 Seismic Design for Natural Gas Distributors, McDonough, Peter W., August 1995.
No. 10 Methods of Achieving Improved Seismic Performance of Communications Systems, Tang,
Alex, and Schiff, Anshel J., Editors, September 1996.
No. 11 Guide to Post-Earthquake Investigation of Lifelines, Schiff, Anshel J., Editor, July 1997.
No. 12 Seismic Guidelines for Ports, Werner, Stuart D., Editor, March 1998.
No. 13 Overcoming Barriers: Lifeline Seismic Improvement Programs, Taylor, Craig E., Mittler,
Elliott, and Lund, Le Val, September 1998.
No. 14 Hyogo-Ken Nambu Earthquake of January 17, 1995-Lifeline Performance, Schiff, Anshel J.
Editor, 1998.
No. 15 Guidelines for the Seismic Evaluation and Upgrade of Water Transmission Facilities,
Eidinger, John M. and Avila, Ernesto A., Editors, January 1999.
No. 16 Optimizing Post-Earthquake Lifeline System Reliability (Proceedings of the 5th U.S.
Conference on Lifeline Earthquake Engineering, Seattle, Washington, August 12-14, 1999.), Elliott,
William M., and McDonough, Peter W., Editors, August 1999.
No. 17 Ismit (Kocaeli), Turkey Earthquake of August 16, 1999, Including Duzce Earthquake of
November 12, 1999 -Lifeline Performance, Tang, Alex K., Editor, September 2000.
No. 18 Chi-Chi, Taiwan, Earthquake of September 21, 1999 -Lifeline Performance, Schiff, Anshel
J., and Tang, Alex K., Editors, October 2000.
v
No. 19 Gujarat (Kutch) India, M7.7 Earthquake of January 26, 2001 and NAPA M5.2 Earthquake of
September 3, 2000, Eidinger, John M., Editor, June 2001
No. 20 The Nisqually, Washington, Earthquake of February 2001 - Lifeline Performance,
McDonough, Peter W., Editor, February 2002
No. 21 Acceptable Risk Process - Lifelines and Natural Hazards, Taylor, Craig E., and VanMarcke,
Erik H., Editors, March 2002
No. 22 Seismic Screening Checklists for Water and Wastewater Facilities, Heubach, William F.,
Editor, September 2002
No. 23 Atico, Peru Mw 8.4 Earthquake of June 23, 2001, Curtis L. Edwards, Editor, October 2002
24 Lifeline Performance of El Salvador Earthquakes of January 13 and February 13, 2001, Le Val
Lund, Editor and Carl Sepponen, Editor, September 2002
No. 25 Advancing Mitigation Technologies and Disaster Response for Lifeline System: Proceedings
of the Sixth U.S. Conference and Workshop on Lifeline Earthquake Engineering, Beavers, J.E.,
Editor, August 2003.
No. 26 Fire Following Earthquake, Scawthorn, Charles, Eidinger, John M., and Schiff, Anshel J.,
Editors, 2005.
No. 27 Zemmouri, Algeria, Mw 6.8 Earthquake of May 31, 2003, Edwards, Curtis L., Editor, 2004.
No. 28 San Simeon Earthquake of December 22, 2003 and Denali, Alaska, Earthquake of November
3, 2002, Yashinsky, Mark, Editor, Lund, Le Val, Co Editor, 2004.
No. 29 Hurricane Katrina: Performance of Transportation Systems, DesRoches, Reginald, Editor,
2006.
vi
Other TCLEE Publications
Duke, C. Martin, Editor, The Current State of Knowledge of Lifeline Earthquake Engineering,
Proceedings TCLEE Specialty Conference, August 30-31, 1977, Los Angeles, CA, (Later designated
as the 1st U. S. Conference on Lifeline Earthquake Engineering), August, 1977.
Dowd, Munson, Editor, Annotated Bibliography on Lifeline Earthquake Engineering, 1980.
Smith, D. J, Jr., Editor, Lifeline Earthquake Engineering, The Current State of Knowledge 1981,
Proceedings of the Second TCLEE Specialty Conference, August 20-21, 1981, Oakland, CA, (Later
designated as the 2nd U. S. Conference on Lifeline Earthquake Engineering), August 1981.
Hall, William J., Advisory Notes on Lifeline Earthquake Engineering, 1983.
Nyman, Douglas, NSF Principal Investigator, Guidelines for the Seismic Design of Oil and Gas
Pipelines Systems, TCLEE Committee on Gas and Liquid Fuels, 1984.
Cooper, James, Editor, Lifeline Earthquake Engineering Performance, Design and Construction,
1984.
Cassaro, Michael and Martinez-Romero, E., Editors, The Mexico Earthquake, 1985, Factors
Involved and Lessons Learned, 1986.
Eguchi, Ronald and Crouse, C. B., Lifeline Seismic Risk Analysis - Case Studies, 1986.
Wang, Leon R. L. and Whitman, Robert, Seismic Evaluation of Lifeline Systems-Case Studies,
1986.
Cassaro, Michael and Cooper, James, Editors, Seismic Design and Construction of Complex Civil
Engineering Systems, 1988.
Werner, Stuart D. and Dickenson, Stephen E., Editors, Hyogo-Ken Nambu (Kobe) Earthquake of
January 17, 1995: A Post-Earthquake Reconnaissance of Port Facilities, TCLEE Ports Committee,
1996.
For more information, visit the TCLEE publication Web site, page at www.asce.org/instfound/
techcomm_tclee_pubs.cfm.
vii
ASCE Manual
Schiff, Anshel J., Editor, Guide to Improved Earthquake Performance of Electric Power Systems,
ASCE Manual 96.
viii
Table of Contents
Acknowledgments............................................................................................................................ xiv
ix
3.2 Roadway Transportation Systems in the South India Peninsula.................................................67
3.2.1 Introduction .......................................................................................................................67
3.2.2 Locations of Damage.........................................................................................................67
3.3 Roadway Transportation Systems in Thailand............................................................................81
3.3.1 Roadways...........................................................................................................................81
3.3.2 Bridges...............................................................................................................................84
3.3.3 Observations and Recommendations ................................................................................87
3.4 Roadway Transportation Systems on Andaman and Nicobar Islands ........................................88
3.4.1 Description of System ........................................................................................................88
3.4.2 Overview of System Performance......................................................................................89
3.4.3 Locations of Damage.........................................................................................................89
3.4.4 Observations and Recommendations ..............................................................................100
x
5.4 Water Systems—Andaman and Nicobar Islands ......................................................................162
5.4.1 Urban Water Supply ........................................................................................................162
5.4.2 Rural Water Supply..........................................................................................................162
5.4.4 Anti-Sea Erosion Measures ............................................................................................163
5.4.5 Locations of Damage.......................................................................................................163
5.4.6 Water Mains along South Andaman Island Trunk Road .................................................164
5.4.8 Watersheds for Port Blair in South Andaman Island ......................................................166
5.4.9 Elevated Water Tanks ......................................................................................................167
5.4.10 Observations and Recommendations ............................................................................168
xi
SECTION 9: Seaports and Harbors ................................................................................ 213
9.1 Seaports and Harbors—Sri Lanka ............................................................................................215
9.2 Seaports and Harbors—South India Peninsula ........................................................................225
9.2.1 Chennai Port ...................................................................................................................225
9.2.2 Chidambaranar Oil Jetty at Nagore................................................................................232
9.2.3 Pondicherry Port Pier .....................................................................................................234
9.2.4 Cuddalore Dockyard .......................................................................................................235
9.2.5 Nagapattinam Port and Dockyard ..................................................................................236
9.2.6 Fishing Village Fish-Auction Stations .............................................................................240
9.2.7 The Shore Temple and Village at Mamallapuram ...........................................................242
9.2.8 Other Ports and Fishing Harbors ...................................................................................243
9.2.9 Observations and Recommendations ..............................................................................243
9.2.11 Acknowledgements .........................................................................................................244
9.3 Seaports and Harbors—Thailand ..............................................................................................245
9.3.1 Seaports ...........................................................................................................................246
9.3.2 Observations and Recommendations ..............................................................................247
9.4 Ports—Andaman and Nicobar Islands ......................................................................................248
9.4.1 The Port at Port Blair, South Andaman Islands ..............................................................248
9.4.2 Overview of System Performance....................................................................................249
9.4.3 Damage to the Port of Port Blair ...................................................................................250
9.4.4 Observations and Recommendations ..............................................................................258
9.4.5 Acknowledgements ..........................................................................................................258
xii
11.4 Social Services—Andaman and Nicobar Islands....................................................................304
11.4.1 Medical Facilities and Emergency Health Care—Andaman and Nicobar Islands .......304
11.4.2 Social Impact, Relief Camps, and Welfare Centers—Andaman and Nicobar Islands...304
11.4.2.4 Conclusions.................................................................................................................312
Index............................................................................................................................... 333
xiii
Acknowledgments
Among the many contributors to this report, ASCE gratefully acknowledges permission to use
several photos by Alex Tang and Curt Edwards that were published in two Earthquake Engineering
Reserach Institute (EERI) reports:
Tang, Alex, et al., “Lifeline systems in the Andaman and Nicobar Islands (India) after the December
2004 Great Sumatra Earthquake and Indian Ocean Tsunami,” The Great Sumatra Earthquakes and
Indian Ocean Tsunamis of 26 December 2004 and 28 March 2005 Reconnaissance Report, Special
Issue III to Earthquake Spectra 22, p. S581-S606, Wildred D. Iwan, technical editor:
Tang, Alex, et al., “Coastal Indian lifelines after the 2004 Great Sumatra Earthquake and Indian
Ocean Tsunami,” The Great Sumatra Earthquakes and Indian Ocean Tsunamis of 26 December 2004
and 28 March 2005 Reconnaissance Report, Special Issue III to Earthquake Spectra 22, p. S607-
S639, Wildred D. Iwan, technical editor.
EERI reference ASCE Tsunami Report EERI reference ASCE Tsunami Report
1. Fig. 8, page S597 Fig. 5.4.6.1, page 163 16. Fig. 18, page S627 Fig. 9.2.23, page 240
2. Fig. 9, page S598 Fig. 5.4.7.1, page 163 17. Fig. 16, page S625 Fig. 9.2.21, page 239
3. Fig. 10, page S599 Fig. 5.4.7.2, page 164 18. Fig. 19, page S628 Fig. 3.2.2, page 67
4. Fig. 15, page S604 Fig. 5.4.9.1, page 165 19. Fig. 20, page S629 Fig. 3.2.4, page 69
5. Fig. 1, page S609 Fig. 4.2.2, page 111 20. Fig. 21, page S630 Fig. 3.2.8, page 71
6. Fig. 2, page S610 Fig. 4.2.5, page 113 21. Fig. 23, page S632 Fig. 3.2.10, page 73
7. Fig. 3, page S611 Fig. 4.2.2.2.2, page 115 22. Fig. 25, page S634 Fig. 3.2.16, page 77
8. Fig. 4, page S612 Fig. 10.2.1, page 266 23. Fig. 26, page S635 Fig. 5.2.1, page 144
9. Fig. 9, page S618 Fig. 3.2.15, page 76 24. Fig. 28, page S637 Fig. 5.2.3, page 146
10. Fig. 10, page S619 Fig. 9.2.1, page 224 25. Fig. 29, page S637 Fig. 5.2.4, page 146
11. Fig. 12, page S621 Fig. 9.2.14, page 234 26. Fig 5, page S613 Fig. 10.2.2
12. Fig. 13, page S622 Fig. 9.2.15, page 235 27. Fig 6, page S615 Fig. 10.2.4
13. Fig. 14, page S623 Fig. 9.2.18, page 237 28. Fig 8, page S617 Fig. 10.2.7
14. Fig. 15, page S624 Fig. 9.2.19, page 239 29. Fig 7, page S615 Used on Sect 10 front, page
15. Fig. 17, page S626 Fig. 9.2.22, page 240
Edwards, Curtis, “Thailand lifelines after the December 2004 Great Sumatra Earthquake and
Indian Ocean Tsunami,” The Great Sumatra Earthquakes and Indian Ocean Tsunamis of 26
December 2004 and 28 March 2005 Reconnaissance Report, Special Issue III to Earthquake
Spectra 22, p. S641-S659, Wildred D. Iwan, technical editor.
Ballantyne, Donald, “Sri Lanka lifelines after the December 2004 Great Sumatra Earthquake and
Tsunami,” The Great Sumatra Earthquakes and Indian Ocean Tsunamis of 26 December 2004 and
28 March 2005 Reconnaissance Report, Special Issue III to Earthquake Spectra 22, p. S545-S559,
Wildred D. Iwan, technical editor.
Fig. 5.1.2, page 137
xiv
SECTION 1:
Introduction
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Sumatra-Andaman Islands Earthquake and Tsunami of December 26, 2004: Lifeline Performance
1.1 Overview
On December 26, 2004, at 00:58:53 Greenwich Mean Time (GMT),1 a megathrust earthquake
originated about 160 km west of northern Sumatra. This earthquake, which has been given many
names, will be referred to in this report as the 2004 Sumatra-Andaman Islands earthquake. Its
moment magnitude (Mw) has been estimated by researchers of different entities as being between
Mw 9.0 and Mw 9.3, which ranks it as the second or third largest earthquake of the last hundred
years. The epicenter (latitude 3.316° N, longitude 95.854° E) was on a segment of the Andaman-
Sunda subduction zone, which is the interface between the subducting India Plate and the overriding
Burma Plate, that is near the eastern end of the convergent boundary between the India and Australia
Plates.2 The Australia Plate, which is believed to have begun separating from the India Plate
approximately 8 million years ago, is moving counterclockwise relative to the India Plate.3 Near the
epicenter, the India and Australia Plates are both moving approximately 6 cm/year to the northeast
relative to the overriding Burma Plate.4
The fault rupture propagated northward from the epicenter along an approximately 1,300-km-long,
150–180-km-wide section of the Andaman-Sunda subduction zone.5 The crustal surface expression
of this subduction zone in this region is known as the Andaman-Sunda Trench. The Andaman
Islands, Nicobar Islands, and northern tip of Sumatra, all of which lie on the Burma Plate, mark the
boundary between the Bay of Bengal to the west and the Andaman Sea to the east (Figure 1.1).
Depending on the region, the earthquake, tsunami, or both caused a tremendous number of injuries,
casualties, property damage, and damage or destruction to lifelines. A wide variety of lifelines were
affected, including roads and bridges, electrical power systems, water systems, wastewater systems,
railways, airports, seaports, harbors, communications systems, gas and liquid fuel systems, medical
facilities, emergency health care, and emergency services. The lifelines affected and the severity
of the damage varied from region to region. In many formerly populated areas of north Sumatra,
the level of destruction was complete. In most areas affected only by the tsunami, the destruction
primarily occurred within 100 m to 4 km of the shoreline, with the inundation line depending on
such factors as offshore topography, land elevations, and the presence or absence of sand bars,
barrier islands, mangroves, rivers, or canals.
This event was the worst natural disaster in modern times, and it elicited a generous outpouring of
assistance from countries throughout the world, including search and rescue support, emergency
medical assistance, provision of food and fresh water, temporary community shelters, construction
of new permanent housing, and restoration of lifelines. There are many valuable lessons to be
learned from this event and the ensuing response and recovery related to lifelines.
Similar to the diplomacy that occurred following the earthquakes in Turkey and Greece in August
and September 1999, when those two countries provided each other reciprocal aid and assistance
resulting in greatly improved political relations, the Sumatra-Andaman Islands earthquake and
tsunami of December 26, 2004, has warmed relations between conicting parties in both Sumatra
and Sri Lanka. It also has renewed the longstanding ties between India and Sri Lanka and improved
the ties between the United States and countries in the affected region.
Massive seawalls prevented or greatly reduced damage at several locations, including Pondicherry
City, Fort Galle, and Male. The best approach for the region as a whole is the design and
implementation of a regional tsunami-warning system. Such a system would serve as a trustworthy
source for the warnings and de-alerts, and would include an organized communication network,
public education, and routine drills.
3
Sumatra-Andaman Islands Earthquake and Tsunami of December 26, 2004: Lifeline Performance
Fig. 1.1 Plate boundaries near the epicenter and aftershocks of the
2004 Sumatra-Andaman Islands earthquake. (Courtesy of USGS.)
4
Sumatra-Andaman Islands Earthquake and Tsunami of December 26, 2004: Lifeline Performance
This event has been characterized as the rst truly global 6 earthquake disaster. The amount of energy
released by the quake, the numbers of countries affected by it or the resulting tsunami, the serious
injuries and loss of human life, the loss of livelihoods, and the short- and long-term recovery efforts
required to prevent epidemics, restore the infrastructure, and reconstruct the affected areas all reect
the unprecedented scale of this event.
Tsunami caused by great earthquakes actually are not extremely rare: destructive tsunami have
occurred ve times in the Pacic during the last half century. The loss of life from such events
can be dramatically reduced if adequate warning systems are deployed. While, effective warning
systems do not yet exist for earthquakes themselves, technology for warning systems for tsunami
that results from earthquakes do exist. Transoceanic tsunami can take hours to arrive at distant
shores and thus can be mitigated by issuing warnings. However, current tsunami warning systems
and associated methods of communication are incomplete, and many coastal areas lack any
coverage at all. Developing a global tsunami warning system with sufcient coverage to protect
all large population centers exposed to the tsunami hazard should be a worldwide priority for the
next decade. To be effective, these systems must be accompanied by adequate emergency response
procedures and training. Training must be targeted not only to government ofcials but also to key
personnel at commercial, industrial, community, and institutional facilities. A separate, but equally
important, program of education and training also must be developed and implemented for the
public.
In addition, the process should incorporate a review of local codes and regulations. Also worth
considering are zoning restrictions for potential inundation areas, requirements for reinforced masonry
design versus light-frame wood or bamboo construction, restrictions on rst-oor usage and basement
at resorts (such as lobby space instead of bedrooms), and requirements for engineered breakwaters.
Further, in the areas affected by strong ground shaking, damage due to known weaknesses (such as
soft stories), nonductile-concrete framing, and incomplete lateral-load resisting systems was observed.
Effective mitigation methods, such as those outlined in FEMA 356,7 should be implemented.
Marine structures sustained relatively minor damage, with some notable exceptions. Personnel
at ports, as well as ship operators, were not adequately trained (if at all) to be aware of and
then respond correctly to tsunami. In some cases, marine moorings were damaged by velocity
pulse effects. These effects have not been incorporated into most mooring design; thus, further
investigation of correct design procedures is needed. In addition, the ports themselves were damaged
due to ship collisions, inundation, and velocity pulses. Study of these effects is recommended, with
the probable outcome being the need for revised design procedures.
While the moderately sized ports affected by this earthquake/tsunami did not dramatically affect
global supply chains, some effects were observed. However, regions with major ports should
evaluate factors such as (1) supply chains should be studied to identify single-point failure risks and
(2) zones of potential major inundation are clearly at high risk. Supply chains should be evaluated
to identify and mitigate risks from shaking, liquefaction, and tsunami associated with future
earthquakes.8
Lifelines sustained major damage in both the ground shaking and inundation zones. This includes
damage to literally every type of lifeline present in the inundation zones. Transportation, electrical,
gas, telecommunications, water, and wastewater systems were severely affected or destroyed.
Fortunately, in areas away from signicant ground shaking many lifeline facilities outside the
inundation zones were largely unaffected. Hospital and emergency response lifelines, however, were
overwhelmed by human injuries and the widespread loss of property.
5
Sumatra-Andaman Islands Earthquake and Tsunami of December 26, 2004: Lifeline Performance
New zoning and code restrictions are being developed. Rather than being based on arbitrary set-
back distances from the shoreline, it is important that any setbacks imposed take into consideration
the coastal topography and other factors. Some facilities need to be on or near the shoreline. These
include lighthouses, seaports, harbors, and shermen’s anchorages. The development of adequate
warning systems, education, and training programs for emergency response agencies and the public,
along with designated egress routes, are needed to minimize the effects of future tsunami on these
facilities.
The lessons learned from this event can be applied globally in populated areas at risk from large
earthquakes and tsunamis. Further evaluation of tsunami risks to human life, coastal structures
and lifelines, and global supply chains are needed to reduce future losses and better plan for post-
tsunami response and recovery.
6
Sumatra-Andaman Islands Earthquake and Tsunami of December 26, 2004: Lifeline Performance
Donald Ballantyne EERI, TCLEE Director, Hazards Research and Planning Solutions,
ABS Consulting, Seattle, Washington
Suresh de Mel Local Organizer Managing Director, Lanka Fishing Flies Ltd., Sri Lanka
7
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