首页> 外文会议>International symposium on remote sensing;ISRS >VELOCITY AND ACCELERATION OF LAND DEFORMATION ANALYSIS USING PERSISTENT SCATTERER INTERFEROMETRIC SYNTHETIC APERTURE RADAR: CASE STUDY ON KELOK SEMBILAN BRIDGE
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VELOCITY AND ACCELERATION OF LAND DEFORMATION ANALYSIS USING PERSISTENT SCATTERER INTERFEROMETRIC SYNTHETIC APERTURE RADAR: CASE STUDY ON KELOK SEMBILAN BRIDGE

机译:持续散射散射干涉合成孔径雷达进行土地变形分析的速度和加速度:以Kelok SEMBILAN桥为例

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Analysing characteristic of land deformation in the study area is helpful for mapping and preventing the impact of the landslide. Persistent scatterer Interferometric (PSI) Synthetic Aperture Radar technique has been applied on 13 ascending Advanced Land Observation Satellite Phased Array L-band Synthetic Aperture Radar (ALOS PALSAR) scenes from July 2007 until November 2010 for analysing characteristic of the landslide. The PSI is employed to identify and measure landslide deformation on the earth surface. In addition, good accuracy dues to overcoming temporal and geometrical decorrelation than conventional Interferometric SAR technique. The result showed some landslide deformed area on Kelok Sembilan bridge has been identified. Time series of landslide deformation history was used for calculating its velocity and acceleration over time. It is useful for estimating velocity and acceleration of the landslide.
机译:分析研究区的土地变形特征有助于确定和防止滑坡的影响。从2007年7月至2010年11月,在13个上升的先进陆地观测卫星相控阵L波段合成孔径雷达(ALOS PALSAR)场景中应用了持久散射干涉(PSI)合成孔径雷达技术,以分析滑坡的特征。 PSI用于识别和测量地球表面的滑坡变形。另外,由于克服了时间和几何上的去相关性,因此比传统的干涉SAR技术具有更高的准确性。结果表明,已经确定了森美兰Kelok大桥上的一些滑坡变形区域。使用滑坡变形历史的时间序列来计算其随时间的速度和加速度。这对于估算滑坡的速度和加速度很有用。

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