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Landslide monitoring by combining of CR-InSAR and GPS techniques

机译:结合CR-InSAR和GPS技术进行滑坡监测

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摘要

Considering the limitations related to the landslide monitoring by Interferometric Synthetic Aperture Radar (InSAR) technique, the method of integration of Globe Positioning System (GPS) with Corner Reflector Interferometric SAR (CR-InSAR) techniques is proposed in this paper. Firstly, deformation in radar line-of-slight (LOS) direction is optimized by introducing the GPS-measured height and atmospheric delay products into the CR-InSAR model. Then, GPS-measured horizontal deformation and CR-InSAR measured LOS deformation are combined to produce the more accurate vertical deformation. Finally, high precision three-dimensional deformation (N, E, U) is projected to the along-slope direction to monitor the actual movement of landslide. In order to test this method, four X-band stripmap-mode TerraSAR images, eight Trihedral Corner Reflectors (TCR) data and eight GPS observed data are collected to monitor the deformation of three potential landslide fields located at the north of Shaanxi province, China. The detailed analysis demonstrates that the estimated precision of along-slope direction is about two times better for proposed method (±1.1 mm) versus GPS (±2.1 mm) in this case. Meanwhile, our result indicates that almost all of the monitoring points present the trends of sliding down along the slope at the different levels from April 9 2011 to August 30 2011, showing the certain instability. Further investigation of the relationship between the magnitudes of displacement at CR points and the implementation of early control reflects the rationality of our result. Our proposed method could provide of the strong support in the high precision landslide deformation monitoring.
机译:鉴于干涉合成孔径雷达(InSAR)技术对滑坡监测的局限性,提出了将全球定位系统(GPS)与角反射干涉SAR(CR-InSAR)技术集成的方法。首先,通过将GPS测量的高度和大气延迟乘积引入CR-InSAR模型,优化了雷达光线(LOS)方向的变形。然后,将GPS测得的水平变形和CR-InSAR测得的LOS变形相结合,以产生更准确的垂直变形。最后,将高精度三维变形(N,E,U)投影到沿斜坡方向,以监控滑坡的实际运动。为了测试该方法,收集了四个X波段带状图TerraSAR图像,八个三面角反射器(TCR)数据和八个GPS观测数据,以监测位于中国陕西省北部的三个潜在滑坡场的变形。 。详细的分析表明,在这种情况下,所建议的方法(±1.1毫米)的沿坡方向估计精度约为GPS(±2.1毫米)的两倍。同时,我们的结果表明,从2011年4月9日到2011年8月30日,几乎所有的监测点都呈现出沿坡度下滑的趋势,显示出一定的不稳定性。进一步研究CR点的位移幅度与早期控制的实施之间的关系反映了我们结果的合理性。我们提出的方法可以为高精度滑坡变形监测提供有力的支持。

著录项

  • 来源
    《Advances in space research》 |2014年第3期|430-439|共10页
  • 作者单位

    College of Geology Engineering and Geomatics, Chang'un University, No. 126 Yantu Road, Xi'an 710054, China,Department of Land Surveying and Geo-Informatics, Hong Kong Polytechnic University, Hong Kong, China;

    College of Geology Engineering and Geomatics, Chang'un University, No. 126 Yantu Road, Xi'an 710054, China,Key Laboratory of Western China's Mineral Resources and Geological Engineering, Ministry of Education, No. 126 Yanta Road, Xi'an 710054, China;

    Department of Land Surveying and Geo-Informatics, Hong Kong Polytechnic University, Hong Kong, China;

    College of Geology Engineering and Geomatics, Chang'un University, No. 126 Yantu Road, Xi'an 710054, China,Key Laboratory of Western China's Mineral Resources and Geological Engineering, Ministry of Education, No. 126 Yanta Road, Xi'an 710054, China;

    College of Geology Engineering and Geomatics, Chang'un University, No. 126 Yantu Road, Xi'an 710054, China,Key Laboratory of Western China's Mineral Resources and Geological Engineering, Ministry of Education, No. 126 Yanta Road, Xi'an 710054, China;

    College of Geology Engineering and Geomatics, Chang'un University, No. 126 Yantu Road, Xi'an 710054, China;

    College of Geology Engineering and Geomatics, Chang'un University, No. 126 Yantu Road, Xi'an 710054, China,Key Laboratory of Western China's Mineral Resources and Geological Engineering, Ministry of Education, No. 126 Yanta Road, Xi'an 710054, China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Landslide monitoring; Corner Reflector; Globe Positioning System; Interferometric Synthetic Aperture Radar;

    机译:滑坡监测;角反射器;全球定位系统;干涉合成孔径雷达;

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