SLIDE 1 SAR干渉解析による能登半島地震に伴う 地すべり変動の抽出
Detection of landslides triggered by the 2007 Noto Hanto Earthquake using SAR interferometry
矢来博司・飛田幹男・宇根寛・佐藤浩 (国土地理院)
- H. Yarai, M. Tobita, H. Une, H. Sato (Geographical Survey Institute)
SLIDE 2 The 2007 Noto Hanto Earthquake
- March 25, 2007
- Mjma 6.9
- JMA seismic scale 6+
- Crustal deformation
detected by GPS, Insar and leveling
(from DPRI website)
SLIDE 3 ALOS/PALSAR interferograms
Ascending41.5°
2007/02/23-2007/04/01
Descending34.3°
2006/12/23-2007/05/10
衛 星 視 線 方 向 衛星飛行方向 衛 星 視 線 方 向 衛星飛行方向
☆ ☆
2007/03/25 M6.9
SLIDE 4 LOS displacement
Contour : 10cm Contour : 10cm
SLIDE 5 depth:1.1km depth:18.9km
A fault model inverted from GPS and InSAR
Ozawa et al. (2007)
SLIDE 6
Interferogram Simulated image
Ascending 41.5° Descending 34.3°
SLIDE 7
Interferogram shows …
Coseismic deformation due to fault dislocation
+
Several local phase change area (100m – a few km) ・DEM error ? ・Real displacement ?
SLIDE 8
What is the “local phase change”?
Descending 34.3°
2006/12/23-2007/05/10 Bperp = 219m
Ascending 41.5°
2007/02/23-2007/04/01 Bperp = 446m
SLIDE 9 What is the “local phase change”?
Descending34.3°
2006/12/23-2007/05/10 Bperp = 219m
Descending34.3°
2007/05/10-2007/08/10 Bperp = 491m
Coseismic Postseismic Possibly local movements
- f land surface due to the
Noto Hanto EQ
SLIDE 10
Residual image
Local movements of land surface (such as landslide)
=
Interferogram
Crustal deformation due to the EQ
ー
SLIDE 11
楕円形や馬蹄形
全体あるいはその一部 で発生
程度
は概ね地形と整合的
(内部の沈下もしくは最大傾斜 方向への水平移動)
5km
Residual image with landslides distribution map
SLIDE 12
比較拡大図
3km
SLIDE 13 Field survey
5km
A B C
A, B: Phase change area is consistent with landslide block. C: Phase change area is not consistent with landslide block.
SLIDE 16
- C. (中島町古江)
- Deformation area is not
consistent with landslide area
recognized at this area.
SLIDE 17
2-D displacement calculation
2つの方向からの観測を合成することで 変動を2次元で検出できる Descending Ascending
SLIDE 18
Quasi E-W Quasi U-D
2-D displacement
SLIDE 19
2-D residual displacement
Residual Quasi E-W Residual Quasi U-D
SLIDE 20 2-D residual displacement
Residual Quasi U-D Residual Quasi E-W
contour:1cm
Residual image (A41.5)
But, typical landslide deformation.
Deformation area is not consistent with landslide block.
SLIDE 21 Rotational slip estimation
Quasi-UD Quasi-EW
Estimated slip surface depth : 200m Such movement can be considered as the sign
- f the initial process of the development of
large landslides.
SLIDE 22 Conclusion
- ALOS/PALSAR interferogram of the 2007 Noto
Hanto earthquake includes not only crustal deformation derived from EQ but also local surface deformation, such as landslide.
- We can detect the local deformation such as
landslide derived from earthquake by subtracting from interferogram to deformation due to earthquake.
- InSAR is a powerful tool for not only geophysics
but also geography, disaster prevention.
SLIDE 23 謝辞
- 本研究で用いたALOS/PALSARデータは、国土
地理院とJAXAとの間の共同研究協定に基づい て提供された。また、ALOS/PALSARデータの所 有権は、JAXA及びMETIが所持する。