1 / 26

Damage loss estimation of the 2011 Japan tsunami: A case study

February 8, 2012. Damage loss estimation of the 2011 Japan tsunami: A case study. Naresh N Spatial Modelling Group RMS India Pvt. Ltd., Noida. Co-authors : Priya Logakrishnan, Avnish Varshney, Sreyasi Maiti, Edida Rajesh. Agenda. Background Study Area Data Used Methodology

kaycee
Download Presentation

Damage loss estimation of the 2011 Japan tsunami: A case study

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript


  1. February 8, 2012 Damage loss estimation of the 2011 Japan tsunami: A case study Naresh N Spatial Modelling Group RMS India Pvt. Ltd., Noida Co-authors : Priya Logakrishnan, Avnish Varshney, Sreyasi Maiti, Edida Rajesh

  2. Agenda • Background • Study Area • Data Used • Methodology • Delineation of Tsunami extent • Developing building footprint • Validation & Results • Conclusion

  3. Background

  4. Background • 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

  5. Study Area

  6. Study Area • 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

  7. Data Used

  8. Data Used • Tsunami delineation • Remote sensing Images - MODIS Image (250m & 500m) • Pre event image (dated 23rd Feb 2011) • Post event image (dated 12th 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)

  9. MODIS Pre Tsunami image

  10. MODIS Post Tsunami image

  11. Methodology

  12. Methodology • 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

  13. Methodology • 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 (a1, b1) and (a2, b2) respectively • Direction of change θ • 𝛼 is angle of change and aiand biare 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

  14. Methodology • Developing Building Footprint in the Impacted Region • GSI building level data • Region - Sendai and Ishinomaki • OSM data • For remaining region • Building selected • Noise correction

  15. Methodology • Large amount of building footprints • Assigning the building inventory (like number of floors and lines of business – Residential, Commercial & Industrial) • 5 ×5 kilometre grid

  16. Methodology Building data from GSI & OSM Building data over GoogleEarth Road block data Defined Process • 0.17 million buildings • 4 days with 5 resources GSI RS Street View from GoogleEarth for validation

  17. Methodology • 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

  18. Building 3D view based on number of floors

  19. Methodology • 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

  20. Validation & Results

  21. Validation & Results • 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)

  22. Validation & Results • 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 Source: http://www.mlit.go.jp/en/index.html

  23. Conclusion

  24. Conclusion • 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.

  25. Questions ?

  26. Thank you

More Related