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Shelters with thin sheet-metal walls and roofs, with a makeshift extension for the kitchen. Plastic is used to cover the ventilation gap between the roof and the walls.
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The 26 December 2004 tsunami displaced more than 500,000 people and killed an estimated 31,000 in Sri Lanka. Damage was not uniform, often reflecting distinct patterns of social, infrastructural, and ecological vulnerability. Severely affected populations tended to be poorer, to live in fragile structures, and to be more exposed to the tsunami as a...
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... with the objectives of carrying out an assessment of damage to the environment, physical infrastructure, and social fabric and understanding how such damage might affect future vulnerability. Our team included a wide range of expertise and benefited greatly from the support of both Singhalese and Tamil research colleagues, faculty, and graduate students of the civil engineering departments from the University of Moratuwa and Peradeniya University throughout the reconnaissance mission and field interviews, allowing us to interact with organizations across different ethnicities. For two weeks, we traveled along the southwestern, southern, eastern, and northern coastal perimeter from Colombo to Galle, then on to Hambantota, Yala Park, Ampara, Batticaloa, Trincomalee, and Mullaittivu Figure 1 . Special arrangements with the Tamil Rehabilitation Organization ͑ TRO ͒ allowed the team to enter the Tamil-controlled area and carry out a comprehensive assessment of local relief and reconstruction efforts. During our visit, we conducted numerous fact-finding meetings with different organizations and individuals, including national and district government officials and agencies, UN-affiliated organizations, international and local nongovernmental organizations ͑ NGOs ͒ , and research institutes and universities. In these meetings, we discussed the impacts of the tsunami on the environment, built structures, and communities; the role played by the different agencies and organizations in the reconstruction process; the ma- jor challenges encountered in rebuilding livelihoods; and the potential areas of future research. Our team monitored the recovery and reconstruction efforts along the affected coastal areas and investigated the decision-making process and policy implementation that followed the disaster. We spoke to displaced people and small business owners who had remained in their villages or were living in refugee or temporary resettlement camps. We discussed their losses, their current living conditions, how they were rebuilding their lives, the assistance they were receiving for reconstruction, and the current issues in their community. At each affected field site, we recorded GPS coordinates and conducted visual assessments of damage and recovery of the ecosystem and infrastructure. Approximately 1 million out of a national population of 19 million people 5.3% have seen their lives affected by the tsunami in some way ͑ World Bank 2005 ͒ . The tsunami completely destroyed 80,000 housing units and damaged an additional 40,000, as well as schools, private sector buildings, and public sector buildings ͑ IUCN 2005 ͒ . In initial needs assessment studies, the number of damaged homes was estimated through an aerial inspection of roofs. However, this figure may be an underestimate because in- tact rooftops may conceal extensive interior damage. At the time of our visit, most destroyed homes were cleared to the foundation, with significant amounts of debris surrounding the remnant of each structure. In some cases, half-broken homes were left standing as a sign to claim assistance for construction of permanent replacement houses. Foundations will probably be cleared once the reconstruction assistance has been dis- tributed. Most disposal of debris has taken place in an uncoordinated and unplanned fashion. In some cases, debris was dumped into wetlands, into lagoons, or was left on the beach. In cases where foreign NGOs and agencies removed the debris, they followed the government directive to dump rubble on the roadside as a temporary solution ͑ World Bank 2005 ͒ . The soil around destroyed homes has been found to contain broken up and splintered asbestos from the damaged roofs and constitutes a significant source of con- tamination ͑ UNEP 2005 ͒ . Five months after the tsunami disaster, most people from affected communities were still living in temporary or semipermanent shelters. The heavy winds and long rain showers of the monsoon season have worsened life conditions for the tsunami victims who have not been able to find permanent homes and are living in temporary camps. In some instances, temporary shelters are built on sites next to the foundations of destroyed houses. In most cases, however, these shelters are being constructed in resettlement areas. Some of the shelters built are poorly adapted to the hot, humid, and wet climate of coastal Sri Lanka. Temporary housing structures, especially in the eastern coast, are built with corrugated roofing materials, creating a hot box and very uncomfortable, some- times unhealthy, conditions. Most intermediate shelter camps have no tall trees and no shade and thus do not allow natural air flow through the living quarters. Some temporary homes had a gap between the corrugated metal walls and sheet metal ceilings to permit air flow. However, when the monsoon rains started, camp residents tried to seal the gaps with mats, plastic sheeting, and even bed sheets to keep dry ͑ Figure 2 ͒ . Temporary shelter and transitional housing are being provided by the NGOs and multilateral agencies, while the permanent reconstruction is mainly the responsibility of the government with the financial assistance of the World Bank, which is being applied in three distinct phases. The first phase, which was considered finalized by the time of our visit, consisted of assisting with the immediate recovery; the second phase is envi- sioned to finance the reconstruction process; and the third phase will consist of assisting with longer-term environmental issues and disaster management. The first and second phases were budgeted at about US $75 million each. These funds are available to the government as grants ͑ 60% ͒ and loans ͑ 40% ͒ at 0.25% interest over 40 years and a 10-year grace period. The allocation of the World Bank loan amount is based on a pret- sunami request by the government for conflict-affected housing before the 2002 cease- fire agreement. Out of the $75 million dedicated to reconstruction, $50 million is allo- cated to family housing reconstruction in the form of a $2,500 grant and a $5,000 low- interest loan for each affected household. This money is disbursed across three stages of the building process: foundation, roof level, and completion. The government has pledged to provide additional financial support of $50 per month for families in the six months after the tsunami, and it is also providing rations of dry goods and cooking oil. Distribution of this monetary aid, however, has not been uniform in all regions, with many settlements in the northern regions still waiting for the aid to arrive. The availability of funds does not seem to be a major constraint after the international community pledged an estimated US $3 billion to the economy in the form of relief and recovery grants and loans ͑ Mikas 2005 ͒ , equivalent to approximately 16.5% of the country’s GDP. To coordinate the recovery process and administer the funds, the Sri Lankan government created the Task Force for Rebuilding the Nation ͑ TAFREN ͒ , recently restructured and renamed as the Reconstruction and Development Agency ͑ RADA ͒ , with the rationale that the recovery process might become chaotic without top-level coordination for meet- ing the needs of the affected population and directing the zeal of numerous aid organizations with their own agendas of goodwill. Although the point of creating such a body was to avoid bureaucracy and speed up the reconstruction process, a gap between the directives issued by RADA and the implementation by the government remains. The mechanical potential for destruction by the tsunami is characterized by the two main variables that determine the hydrostatic and hydrodynamic pressures imposed by the water waves: wave velocity and the height of inundation ͑ Camfield 1980 ͒ . These two variables, which are related to one another, also evolve with time as the tsunami first impacts, then inundates, and finally recedes from the coast. Depending on a series of physical factors, tsunami waves appear as either fast-moving tall waves or as quickly rising surges. From different eyewitnesses, it appears that in some regions the water ap- proached in subsequent homogeneous waves 6 – 10 m in height, whereas in others, the effect was more similar to a quick and growing surge of the water level. This is also confirmed in a study by Liu et al. ͑ 2005 ͒ , in which maximum tsunami runup heights in the mentioned range were also observed in the eastern and southwestern coasts of Sri Lanka. Single-story structures were often completely wiped off their footings. The collapsed houses were primarily masonry one-story buildings with thin walls, typically 100 mm thick, and corrugated asbestos roofs; these houses were occupied by fishermen and their families. There were no structural rebar connections between foundation and masonry walls, and the houses were generally built with poor-quality materials on sandy soil ͑ Figure 3 ͒ . Buildings two stories or higher seem to have resisted the impact well. These buildings typically displayed a stronger first story built with reinforced concrete ͑ RC ͒ frames in order to withstand the weight of the upper stories, as opposed to weak masonry one- story buildings. The added resistance capability helped these taller structures withstand the hydrostatic and hydrodynamic pressures imposed by the tsunami ͑ Figure 4 ͒ . The compression in the columns by the upper stories that were not submerged might have also played an important role in increasing the capacity of the buildings to resist the lateral forces of the tsunami loads. Orientation of the walls seems to have been a determinant of performance in some cases. A two-story hotel near Trincomalee about 50 m from the shoreline was built with its rooms separated by load-bearing walls arranged perpendicularly to the coastline, with wide windows facing the sea. The windows of the first story broke, allowing the water ...
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Citations
... Investigators from the American Society of Civil Engineers' Coasts, Oceans, Ports and Rivers Institute (COPRI) did a reconnaissance survey over the five coastal zones in Sri Lanka, India, and Thailand after the 2004 IOT and identified that seawall has significantly decreased the destructive forces and velocities with which the wave struck over the structures in coastal cities and allowed them to survive (Edward et al. 2006). Different types of seawalls have been utilized on the Japanese coast for many decades (Khazai et al. 2006;Nateghi et al. 2016). Nateghi et al. (2016) described the applicability of sea walls by statistically based on the tsunami events happened in 1896,1933,1966, and 2011 over the coast of Tohoku region of Japan. ...
Ecosystem-based disaster risk reduction (Eco-DRR) is a concept of reducing the risk to natural hazards by avoiding the developments and settlements in disaster-prone areas by using a well-structured ecosystem as a natural buffer to protect the people and physical properties. Alternatively, the hybrid defense system (HDS) is a combination of ecosystem and engineered infrastructures used to avoid the disaster risk in identified places that are highly vulnerable to natural hazards. Vegetation buffers and engineered structures are useful methods that can be used to reduce the wave energy in association with destructiveness and controlling of floating debris accumulation. The effectiveness of ecosystem and engineered structures may change with either the orientation or arrangement of the vegetation buffer and the type of structure used. The vegetation buffer’s drawback is the limitation of the energy reduction of giant tsunamis and storm surges and its strength to withstand against natural disasters’ destructive forces. The primary objective of this article is to review the critical points of the evidence and the use of Eco-DRR and HDS for impact mitigation of tsunami and storm surges. Hence, the following four suggestions are proposed to reduce disaster risk by: (1) trapping the floating debris carried by the tsunami as a secondary measure, (2) studying how to reduce the destructiveness energy of a tsunami, (3) forming an effective method of HDS, and 4) developing a sustainable coastal environment.
... It is broadly known that local governments and civic sector organizations play an important role after great disasters, providing spaces and opportunities for recovery to those most vulnerable (Contreras 2016;Khazai et al. 2006;Patterson, Weil and Patel 2010). However, as jurisdictions transition to long-term recovery, and most institutional efforts concentrate around CDBG-DR funds, much of the planning, design, engineering, and reconstruction work that state and municipal governments are required to do gets done by private consulting and construction firms. ...
Policymakers, practitioners, academics, and community leaders can often identify unjust outcomes resulting from disaster policies that fail to satisfy basic needs or that underserve disadvantaged populations. What is less clear is how to design and implement successful programs that result in better and more just outcomes. To shed light on this matter, this paper explores CDBG-DR governance models across different U.S. jurisdictions and examines strategies that promote equity by targeting the most vulnerable and prioritizing local needs, knowledge, and capabilities for long-term recovery. The paper uses a policy assemblage framework and draws on key stakeholder interviews and analysis of various secondary sources about disaster recovery planning and policy. Findings suggest that a great deal can be improved through (a) an equity-oriented interpretation of federal guidelines and the exercise of bureaucratic discretion, and (b) enabling networks to build local capacity for community and economic development.
... Contemporary discourse has turned the real and ubiquitous fatal threats from the sea, such as drowning and hypothermia, into a discourse of fear of the ocean and of islanders as migrants. Following the 2004 tsunami, many islanders in Sri Lanka and along Thailand's coastline were told that the tsunami inundation zone is too dangerous for living, so they had no choice but to resettle inland (Cohen, 2011;Khazai et al., 2006). This forced migration from the ocean (based on fear) divorces fishers from their coasts, thereby undermining their knowledge of the waves, currents, and weather which is essential to survival. ...
... Some of the decisions to move coastal dwellers from tsunami-hit coastlines revealed a more insidious reasoning. In Sri Lanka and some Thai islands, poorer populations were denied permission to return to their properties on the premise that it was too dangerous to rebuild there, while the same rules were not applied to tourism owners and operators (Cohen, 2011;Khazai et al., 2006). Fear of the ocean was used to induce islander migration as a form of oppression and marginalization through land grabs, including for tourism-related profits which would end up mainly outside the country, as more recently illustrated aptly by Barbuda after Hurricane Irma in 2017 (Gould & Lewis, 2018). ...
This paper explores islanders’ hopes and fears for migration and non-migration, highlighting the role of the ocean. Migration, non-migration, hope, and fear are human conditions. To examine these conditions for islanders and oceans, this paper uses a qualitative evidence synthesis for collating and interpreting themes on the topic. Some types of hopes and fears, and a few reasons why they might emerge, are covered for islanders and oceanrelated migration. Then, different ocean representations which islander migration and nonmigration produces and portrays are presented. The conclusions question dichotomies and norms in the context of islander fears and hopes, as well as threats and opportunities, regarding ocean migrations.
... Empirical research in the affected regions shows that land tenure is a critical issue for vulnerability reduction (Massmann and Wehrhahn 2014). Linked to this, functional strategies are needed for community participation in decision-making processes that are not limited to post-disaster phases but implemented in day-to-day politics, as argued for the case of Sri Lanka (Khazai et al. 2006). Attavanich et al. (2015, p. 485) call for the ''empowerment of marginalized people through a legal framework that recognizes their longestablished customary rights, respects their cultural heritage and considers both their immediate and long-term livelihood needs.'' ...
This article addresses the sustainability implications of post-disaster measures in the context of the 2004
Indian Ocean Tsunami by presenting an analysis of the current situations and changes in some of the affected regions. Sustainability implications of measures are captured by investigating the persistence of the social and economic living conditions in relation to post-disaster measures, and the alignment of the measures with basic environmental aspects. Based on major concepts relevant in disaster science and sustainability research, the study explored sustainability aspects of post-disaster measures implemented after the 2004 tsunami, by conducting selected interviews among the participants of the 2015 international seminar ‘‘11 Years after the Indian Ocean Tsunami 2004’’ and a broader online survey. Information was sought about (1) the current state of vulnerability of the local population in the regions affected; (2) the main lessons that have been identified to improve project design and management of recovery and vulnerability reduction; and (3) project sustainability implications with respect to the state of today’s vulnerability. Based on the analysis of the information on these three priority areas, selected tasks for future disaster risk management are identified, such as more integrative planning and improved coordination with international organizations and local people.
... While the government issued guidelines for construction methods which all contracting agencies were required to follow, individual agencies were free to select their own housing design and reconstruction approach (Government of Tamil Nadu 2005). Within the disaster literature, the effect of NGO presence on recovery is controversial, as some disaster scholars argue that the presence of an NGO provides important recovery resources (Islam and Walkerden 2015;Wachtendorf et al. 2006) and helps to build capacity in socially vulnerable communities (Khazai et al. 2006). However, others argue that NGOs create a culture of dependency and actually impede recovery (Islam and Walkerden 2015;Rubin 1991). ...
Recent disasters have highlighted the need to better understand why communities recover differently from the same disaster. This research aims to study what pre- and post-disaster conditions lead to infrastructural and social recovery. We collected data from 15 villages in India that were affected by the 2004 Indian Ocean Tsunami through observations, interviews, and secondary sources on pre-disaster community conditions, post-disaster strategies, and infrastructural and social recovery outcomes. We examined conditions posited to affect recovery and analyzed the data using fuzzy-set qualitative comparative analysis. There were multiple pathways to infrastructural and social recovery, but strong access to government resources and good recovery agency coordination were necessary in all pathways. A lack of social vulnerability, recovery agency embeddedness, and contracting agency oversight were also important. Through this research, we extend theories of community resilience and vulnerability by linking both pre- and post-disaster conditions to multi-sector recovery outcomes. Using these findings, practitioners can target specific dimensions of community resilience prior to disasters and target successful post-disaster strategies to contribute to recovery.
... Yield line in brick work (Kelman and Spence [22]): (a) Vertical yield line and (b) Diagonal yield lineKhazai et al.[23] found that, URM walls would collapse, if height difference of 1 -1.5 m in opposite directions of the wall with no flood velocity. With flood velocity, the height difference in opposite directions of the wall for collapse can be below 0.5 m for some masonry walls. ...
Un-Reinforced Masonry (URM) buildings are popular all over the world including Sri Lanka because of their durability, low cost, construction easiness and architectural character, need of less skilled labour, eco-friendliness and use of locally available materials such as ashlar or rubble, adobe and brick. However, these buildings have a higher probability of failing under natural disasters such as earthquakes, tsunamis and storm surges, floods, cyclones and landslides. In Sri Lanka, winds, landslides and floods have frequently occurred. In addition, a massive tsunami adversely affected the people in 2004 and its effects to islands on the Indian Ocean have been continued since December, 2004. Minor earthquakes have come off recently with experiences of wall cracks and no deaths. It is also believed that, there is a defused plate boundary in the making some 500 km south of the southern tip of Sri Lanka which might be the cause of these tremors or minor quakes. Further, an earthquake occurred in Colombo area in 1615, has caused around 2000 of human deaths. Therefore investigation of performance of URM buildings against these natural disasters and possible retrofitting methods are increasingly important. In this review study, an attempt is made to identify the performance of URM buildings against natural disasters and identify retrofitting methods that can be applied to existing building, to enhance the strength proper ties of structural components. Common failure mechanisms for URM structures consist of separation of walls at corners, diagonal cracking or vertical cracking in walls, separation of roofing from walls, out-of-plane wall failure, in-plane wall failure, shear cracks and de-lamination. These damages on a wall diminish the service life of building. In addition, different kinds of retrofitting methods: ferrocement, poly propylene mesh and bamboo reinforcement, for URM structures to be seismic resistant are presented. Mechanisms of failure of URM walls and effects of retrofitting techniques to reduce the damage are also discussed. ENGINEER, Vol. 47, No. 03, pp. 71-82, 2014
... (Khazai et al., 2006). Hal ini dapat dilihat dari aspek kontrol pemukiman dan kepadatan penduduk sebagaimana yang terjadi di Banda Aceh dan Meulaboh. ...
Aceh tsunami in 2004 had not only caused large number of human casualties and physical destructions, but also has influenced development planning process in Aceh. One of the development plans is the spatial planning. This study is aimed at documenting thechanging processes at two important cities in Aceh, namely Banda Aceh and Meulaboh. The two cities were severely affected by the 2004 tsunami. The study was done by comparing spatial planning documents composed before and after the tsunami. One of the aspects investigated in this study is the spatial structure, in terms of increased number of Central Bussiness District (CBD) or changes of the location of the CBD. Second aspect studied in this research was spatial pattern of the land use planning before and after the tsunami. It was found that Banda Aceh has adopted the tsunami mitigation by changing large area of coastal settlements around two sub-districts, i.e. Meuraxa and Kutaradja sub-districts. Evacuation routes have been assigned to a number of roads to accomodate sudden increase of traffics during emergency periods. Similar things were seen in Meulaboh. However, there is no clear land use dedicated for tsunami structural mitigation, such as green belt or city protection.
... Beberapa hal turut mendorong percepatan proses pemulihan Aceh. Namun, seringkali proses yang cepat tersebut tidak mempertimbangkan kebutuhan upaya pengurangan (Khazai et al., 2006). Hal ini dapat dilihat dari aspek kontrol pemukiman dan kepadatan penduduk sebagaimana yang terjadi di Banda Aceh dan Meulaboh. ...
Coastal and settlement typology provide a specific response to the evidence of the
tsunami disaster and its evacuation process. Tsunami disaster-prone area in Indonesia
have various typologies of coastal and settlements. That will have implications on the
risks level. The aims of this study are 1) developing mapping unit for tsunami mitigation
action plan and 2) construct the action plan component for tsunami disaster mitigation.
There are 103 districts/cities were classified into high risk areas of tsunami in Indonesia.
Those areas has special characteristic to response tsunami hazard. The response will
affect the mitigation plan that needs to be done. Therefore, to develop a mapping units
and components of the action plan, the Jayapura City chosen as an example for case
study because it has various typology of coastal and settlements. Based on the analysis,
mapping unit can be drawn up on four parameter, there were shape of the coast, coastal
topography, building density, and type of settlement. Result of analysis of the mapping
unit will generate the priority level of management. The action plan for disaster
mitigation in various priority levels consists of five components, there were improving
chain system of early warning systems, the developing tsunami evacuation sites,
improving disaster preparedness and capacity, developing science and technology, also
reducing disaster risk factors. Through this concept, tsunami mitigation action plan
hopefully can be implemented in various regions in Indonesia according to it
characteristics, so the risk reduction process can run optimally.
... Damage analysis also highlighted the existing differences in social vulnerabilities. For example, it was the housing of the very poor that was most affected, both because of inferior quality and also because it was located virtually on the coast where land is not regulated (Khazai et al, 2006). ...
This report was published in UNESCO web page. You can download the document from following link.
http://www.ioc-tsunami.org/trate_reports
... Pakistan. Relevant literature suggests that house buildings provided with reinforced cement concrete roofs and brick walls having structural connection with foundations can resist the impact of flood or at the most cause slight or non-structural damages [24]. As far as the satisfaction of the beneficiaries is concerned, almost 100 percent interviewed families living in the case study settlements are satisfied with the design and construction quality of newly constructed houses. ...
Flood is one of the most frequently occurring disasters in the world which causes loss of thousands of human lives and properties worth millions of dollars. Pakistan faced severe flood during the year 2010. Most of the damage occurred in Punjab, the most populous province of the country. The federal and provincial governments attempted to rescue people and to restore/provide shelter. But both could not meet public expectations due to lack of institutional capacity and financial resources. In this situation, several NGOs took part in rehabilitation of affected communities on existing as well as new sites. Two of such communities have been taken as case studies. A detailed investigation reveals that NGOs played very effective role in improving living conditions and quality of life in affected communities. Resultantly, a vast majority of residents is satisfied. Some issues pertaining to the rehabilitation process and maintenance of settlements have also surfaced. Nevertheless, the experience of NGOs in this regard demonstrates many attributes of good rehabilitation strategy which are worth considering by other countries.