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IUGG XXIV General Assembly July 2-13, 2007 Perugia, Italy<br />

(S) - <strong>IASPEI</strong> - International Association of Seismology and Physics of the Earth's<br />

Interior<br />

JSS002 Oral Presentation 1767<br />

Tsunami vulnerability assessment for the city of Banda Aceh using the<br />

tsunami numerical model and the post-tsunami survey data<br />

Dr. Shunichi Koshimura<br />

Graduate school of engineering Tohoku University<br />

Takayuki Oie, Hideaki Yanagisawa, Fumihiko Imamura<br />

The 2004 Indian Ocean tsunami disaster attacked the city of Banda Aceh, Indonesia. According to the<br />

post-tsunami survey conducted by Japan International Cooperation Agency (JICA), this tsunami resulted<br />

more than 70,000 of casualties corresponding to 27 % of population before disaster and more than<br />

12,000 of house damage. The extent of tsunami inundation zone reached approximately 2 km inland<br />

from the shoreline. The present study aims to understand Banda Aceh's vulnerability against the<br />

tsunami disaster, by using the numerical model of tsunami propagation and run-up, and GIS analysis<br />

with post-tsunami survey data in terms of casualties and structural damage. The post-tsunami survey<br />

data were obtained by an effort of JICA mission of the study on the urgent rehabilitation and<br />

reconstruction support program for Aceh province and affected areas in north Sumatra. Using the highresolution<br />

land elevation data, we performed a coastal inundation modeling for the 2004 Indian Ocean<br />

tsunami that attacked the city of Banda Aceh. The model is based on a set of non-linear shallow water<br />

equations with bottom friction in the form of Mannings formula according to the land use condition. The<br />

equations are discretized by the Staggered Leap-frog finite difference scheme. To create the<br />

computational grids for tsunami model, we use the GEBCO digital bathymetry data, SRTM data, local<br />

bathymetric charts of northern Sumatra (1:500,000and 1:125,000) and land elevation data obtained by<br />

digital photogrammetric mapping. The grid size varies from 1860 m to 23 m from the source region to<br />

the coast of Banda Aceh, constructing a nested grid. The Final grid size within the city of Banda Aceh is<br />

23 m, and the data is based on the land elevation data provided by JICA. The model results in terms of<br />

local inundation depth and the extent of inundation zone are consistent with the actually measured and<br />

interpreted data from satellite imagery. Also, using GIS analysis combined with the detailed survey data<br />

in terms of the damage on structures and casualties, we developed the tsunami inundation depthdamage<br />

diagram to understand Acehs vulnerability against tsunami disaster. Throughout the present<br />

analysis, we found that number of destroyed structures and the percentage of casualties significantly<br />

increase for 2 or 3 m as local tsunami inundation depth. In order to reduce the tsunami hazard and<br />

mitigate the damage of possible tsunami disaster, Acehs reconstruction planning should consider the<br />

possible countermeasures such as sea walls or vegetations in order to reduce the local tsunami<br />

inundation depth to at least 2m.<br />

Keywords: tsunami, vulnerability, numericalmodel

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