RADARSAT-2 Imaging of the Nepal Earthquake of April 25, 2015 Marco van der Kooij, Shinya Sato, Troy Costello May 1, 2015 www.mdacorporation.com RADARSAT-2 Imaging of the Nepal Earthquake of April 25, 2015 Imaging Mode – Extra-Fine (XF-2) Size of image: Pixel size: Nominal ground resolution: Heading: Incidence angle: 125 x 135 km, 26,783 x 53,929 pixels 2.66 x 2.49 m 4.5 m Descending 31.6-38.7 degrees Post Event Acquisition Date and Time April 29, 2015 00:19:49 UT Archive Imagery in Exactly Repeated Geometry April 5 2015, March 12, 2015, November 12 2014, October 19, 2014 Perpendicular Baseline for the April 5 – April 29 2015 pair: 64.8m Use, duplication or disclosure of this document or any of the information or images contained herein is subject to the restrictions on the title page of this document. COPYRIGHT ©2015 MDA 2 Coverage of the RADARSAT-2 Extra-Fine Image (GoogleEarthTM Backdrop) Map data ©2015 Google, Landsat – U.S. Department of State Geographer. Use, duplication or disclosure of this document or any of the information or images contained herein is subject to the restrictions on the title page of this document. COPYRIGHT ©2015 MDA 3 Infrastructure Damage Assessment 2015 Nepal Earthquake Due to the suitable exactly repeated geometry and resolution of imagery it is possible to automatically perform damage assessment for large areas quickly in a statistical manner. The result on the next slide shows an example of the results over the area of Kathmandu. • The areas indicated in red depict locations that are likely to have experienced damage due to the earthquake and warrant further investigation. • This type of data has been used in other parts of the imagery to assess damage in remote areas and towns like Langtang and Barpak in the Nepal interior. Use, duplication or disclosure of this document or any of the information or images contained herein is subject to the restrictions on the title page of this document. COPYRIGHT ©2015 MDA 4 Predicted Infrastructure Damage Kathmandu Nepal Earthquake 2015 Unchanged Buildings and Infrastructure Predicted Damaged to Buildings and Infrastructure Use, duplication or disclosure of this document or any of the information or images contained herein is subject to the restrictions on the title page of this document. COPYRIGHT ©2015 MDA 5 The following 3 slides show the interferogram and derived line of sight deformation map of the InSAR pair. The good quality of the interferogram is partly due to the large azimuth and range bandwidth and resulted in a successful phase unwrapping process. The estimated location of the epicenter is denoted by Use, duplication or disclosure of this document or any of the information or images contained herein is subject to the restrictions on the title page of this document. COPYRIGHT ©2015 MDA 6 RADARSAT-2 Imaging of the Nepal Earthquake of April 25, 2015 Use, duplication or disclosure of this document or any of the information or images contained herein is subject to the restrictions on the title page of this document. COPYRIGHT ©2015 MDA 7 Measuring Line of Sight Deformation • Point returns time to satellite at one location • Ground change at second observation, changes time to satellite • Measurements in the line of sight of the satellite • Identifies surface movement both vertically and towards the satellite Use, duplication or disclosure of this document or any of the information or images contained herein is subject to the restrictions on the title page of this document. COPYRIGHT ©2015 MDA 8 Nepal Earthquake – Phase Fringe Detail Use, duplication or disclosure of this document or any of the information or images contained herein is subject to the restrictions on the title page of this document. COPYRIGHT ©2015 MDA 9 Nepal Earthquake Line of Sight Deformation Map Use, duplication or disclosure of this document or any of the information or images contained herein is subject to the restrictions on the title page of this document. COPYRIGHT ©2015 MDA 10 RADARSAT-2 Imaging of the Nepal Earthquake Horizontal Displacement Map, a New Source of Information • This map represents the component of movement of the ground in the azimuth direction (from NNE to SSW). • This information is independent from the slant-range deformation as shown in previous slide and makes an important contribution to the understanding of the 3-D ground motion caused by the earthquake. • The information presented here is a direct benefit of the large azimuth bandwidth of the RADARSAT-2 Extra-Fine mode. • The results suggest a horizontal movement of approximately 1.5 m towards the south as part of the complex 3-dimensional movement caused by the earthquake. Use, duplication or disclosure of this document or any of the information or images contained herein is subject to the restrictions on the title page of this document. COPYRIGHT ©2015 MDA 11 For more information or to request the material provided in this presentation, please contact the MDA Geospatial Services Inc. Client Services group at: csrna@mdacorporation.com Use, duplication or disclosure of this document or any of the information or images contained herein is subject to the restrictions on the title page of this document. COPYRIGHT ©2015 MDA 12
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