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Naresh N Spatial Modelling Group RMS India Pvt. Ltd., Noida February 8, 2012 Damage loss estimation of the 2011 Japan tsunami: A case study Co-authors : Priya Logakrishnan, Avnish Varshney, Sreyasi Maiti, Edida Rajesh
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© 2012 Risk Management Solutions, Inc. Agenda 2 Background Study Area Data Used Methodology –Delineation of Tsunami extent –Developing building footprint Validation & Results Conclusion
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© 2012 Risk Management Solutions, Inc. Background 3
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© 2012 Risk Management Solutions, Inc. Background 4 Earthquake of 8.9 magnitude struck off the north coast of Tohoku, Japan (Mar’11) Triggered Tsunami over entire east coast of ~20ft –Huge losses in terms of human lives, built-up urban areas, agricultural fields, and forested areas Scope of the study area –To estimate the first cut losses and affected region which help modellers\scientist for further management –Delineating the affected region –High resolution data – building level information
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© 2012 Risk Management Solutions, Inc. Study Area 5
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© 2012 Risk Management Solutions, Inc. Study Area 6 Tohoku, Japan Tsunami –Coastal stretch of Ishinomaki to Sendai of Miyagi prefecture –Stretches about 70 Km from north to south of east coast of Japan with tsunami inundated region Building
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© 2012 Risk Management Solutions, Inc. Data Used 7
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© 2012 Risk Management Solutions, Inc. Data Used 8 Tsunami delineation –Remote sensing Images - MODIS Image (250m & 500m) Pre event image (dated 23 rd Feb 2011) Post event image (dated 12 th Mar 2011) Developing the building level inventory –Using various open source data GSI (Geospatial Information Authority of Japan) for major city extent Open street map (OSM) Google Earth utilities and Emporis # website are used as references for estimating the quality of the available building footprints # (http://www.emporis.com/country/japan)
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© 2012 Risk Management Solutions, Inc. MODIS Pre Tsunami image 9
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© 2012 Risk Management Solutions, Inc. MODIS Post Tsunami image 10
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© 2012 Risk Management Solutions, Inc. Methodology 11
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© 2012 Risk Management Solutions, Inc. Methodology 12 Delineating the Tsunami Area –Change detection algorithm using multi-temporal data Image registration Radiometric Normalization –Histogram matching # algorithm is applied to normalize the radiometric affects –Change Vector Analysis (CVA) method is applied
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© 2012 Risk Management Solutions, Inc. Methodology 13 Change Vector Analysis –Magnitude and direction - change algorithm is used to identify the impacted region –Two time point images, with two bands only, pixel of time1 image (pre) and time2 images (post) Magnitude of the change vector ̶ Where date1 and date2 can be denoted by (a 1, b 1 ) and (a 2, b 2 ) respectively Direction of change θ ̶ is angle of change and a i and b i are the spectral response of pixels in band 1 & 2 Kernel based thresholding algorithm is used after computing the magnitude of the change vector to find change and no-change region Cleaning and gap filling methods are applied to extract the Tsunami extents using ArcGIS
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© 2012 Risk Management Solutions, Inc. Methodology 14 Developing Building Footprint in the Impacted Region –GSI building level data Region - Sendai and Ishinomaki –OSM data For remaining region –Building selected –Noise correction
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© 2012 Risk Management Solutions, Inc. Methodology 15 Large amount of building footprints –Assigning the building inventory (like number of floors and lines of business – Residential, Commercial & Industrial) –5 ×5 kilometre grid
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© 2012 Risk Management Solutions, Inc. Methodology 16 Building data from GSI & OSMBuilding data over GoogleEarthRoad block data Street View from GoogleEarth for validation GSI Defined Process 0.17 million buildings 4 days with 5 resources RS
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© 2012 Risk Management Solutions, Inc. Methodology 17 Each grid is further divided based on road block level Commercial & Industrial are assigned to respective building Tall rise building Reference –Google Earth –Emporis website
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© 2012 Risk Management Solutions, Inc. Building 3D view based on number of floors 18
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© 2012 Risk Management Solutions, Inc. Methodology 19 Combined building footprint after cleaning and inventory assigning –Area calculated for each footprint using ArcGIS –Total building area Total Area = Area of building × Number of floors –Total cost of the building Building Cost = Total area × Cost per square meter –Total loss Aggregated Loss = ∑ Building Cost
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© 2012 Risk Management Solutions, Inc. Validation & Results 20
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© 2012 Risk Management Solutions, Inc. Validation & Results 21 Tsunami inundated region and building footprints are validated by over laying spatial layers on Google Earth Building footprints and attribute information are almost matching with the reference images Removed duplicate building (if any)
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© 2012 Risk Management Solutions, Inc. Validation & Results 22 LoBBld CountTot Area (Bld)Exposure MinExposure Max$ vs Yen on MarExposure Min in dollorExposure Max in dollor COM22,07813,597,5681,855,654,081,6012,268,021,655,2901$ = 82 yen22,518,352,13627,522,430,388 IND5,2605,307,204.896,261,629,3351,095,430,880,2991$ = 82 yen10,876,129,97213,293,047,744 RES106,16025,261,863223,196,736,41702,727,960,111,7631$ = 82 yen27,084,911,76233,103,781,043 Using the above equations, aggregate losses were computed $60 billion to $74 billion (based on min and max coast value) Figures are representing the structure loss only $60,479,393,870$73,919,259,175 Source: http://www.mlit.go.jp/en/index.html
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© 2012 Risk Management Solutions, Inc. Conclusion 23
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© 2012 Risk Management Solutions, Inc. Conclusion 24 Losses computed using MODIS multi-temporal images and digital building footprints Study helps to compute the first cut losses/damage for disaster management within a short time frame after event If accurate building footprints are available for a region, one can compute damage/impact cost more accurately.
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© 2012 Risk Management Solutions, Inc. Questions ? 25
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© 2012 Risk Management Solutions, Inc.26
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