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Validation and comparison of Advanced Differential Interferometry Techniques: Murcia metropolitan area case study

机译:先进的差分干涉测量技术的验证和比较:穆尔西亚都会区案例研究

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摘要

This paper is focused on the analysis of the performance of Stable Point Network (SPN) and Coherent Pixel Technique (CPT), which are Advanced Differential Interferometry Techniques (A-DInSAR) that estimate, among other results, mean deformation velocity maps of the ground surface and displacement time series from a SAR dataset. The test site is the metropolitan area of the city of Murcia (Spain) where a moderate slow subsidence induced by the overexploitation of aquifers is present. SAR data acquired between July 1995 and August 2005 from ERS and ENVISAT sensors have been processed by the SPN and CPT techniques and compared with in situ instrumental measurements assumed as reference. Experimental results have shown that both SPN and CPT techniques provide estimates of the deformation evolution in time with an absolute difference below 6 mm consistently in all comparisons: SPN vs extensometer, CPT vs extensometer and SPN vs CPT. The proposed validation and comparison experiment between both A-DInSAR techniques has been useful to observe their differences and complementarities.
机译:本文着重分析稳定点网络(SPN)和相干像素技术(CPT)的性能,这些技术是先进的差分干涉测量技术(A-DInSAR),它们可以估算出地面平均变形速度图以及其他结果。 SAR数据集的表面和位移时间序列。测试地点是穆尔西亚(西班牙)市的市区,该地区由于含水层的过度开采而引起中等程度的缓慢沉降。 1995年7月至2005年8月之间从ERS和ENVISAT传感器获取的SAR数据已通过SPN和CPT技术进行了处理,并与作为参考的现场仪器测量结果进行了比较。实验结果表明,在所有比较中,SPN和CPT两种技术均能及时提供变形演化的估计值,且绝对差值始终低于6 mm:SPN与引伸计,CPT与引伸计以及SPN与CPT。建议的两种A-DInSAR技术之间的验证和比较实验对于观察它们的差异和互补性很有用。

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    Depanamento de Investigation y Prospective Geotientifica, Instituto Ceologico y Minero de Espana (IGME), Ministerio de Ciencia y Tecnologia, c/ Rios Rosas 23, E-28003 Madrid, Spain;

    Departamento de Ingenieria de la Construction, Obras Publicas e Infraestructura Urbana, Escuela Politecnica Superior, Universidad de Alicante P.O. Box 99, E-03080 Alicante, Spain;

    Departamento de Fisica, Ingenieria de Sistemas y Teoria de la Serial (DFISTS), Escuela Politecnica Superior, Universidad de Alicante, P.O. Box 99, E-03080 Alicante, Spain;

    Departamento de Ciencias de la Tierra y Medioambiente, Facultad de Cientias, Universidad de Alicante, P.O. Box 99, E-03080 Alicante, Spain;

    Departamento de Fisica, Ingenieria de Sistemas y Teoria de la Serial (DFISTS), Escuela Politecnica Superior, Universidad de Alicante, P.O. Box 99, E-03080 Alicante, Spain;

    Depanamento de Investigation y Prospective Geotientifica, Instituto Ceologico y Minero de Espana (IGME), Ministerio de Ciencia y Tecnologia, c/ Rios Rosas 23, E-28003 Madrid, Spain;

    Altamira Information, c/ Corsega, 381-387,2n 3a - E-08037 Barcelona, Spain;

    Altamira Information, c/ Corsega, 381-387,2n 3a - E-08037 Barcelona, Spain;

    Altamira Information, c/ Corsega, 381-387,2n 3a - E-08037 Barcelona, Spain;

    Altamira Information, c/ Corsega, 381-387,2n 3a - E-08037 Barcelona, Spain;

    Remote Sensing Laboratory (RSLab), Department de Teoria del Senyal i Comumcarions, Universrtat Politecnica de Catalunya (UPC), c/jordi Girona, 1 -3, Ed. D-3, £-08034, Barcelona, Spain;

    Remote Sensing Laboratory (RSLab), Department de Teoria del Senyal i Comumcarions, Universrtat Politecnica de Catalunya (UPC), c/jordi Girona, 1 -3, Ed. D-3, £-08034, Barcelona, Spain;

    Remote Sensing Laboratory (RSLab), Department de Teoria del Senyal i Comumcarions, Universrtat Politecnica de Catalunya (UPC), c/jordi Girona, 1 -3, Ed. D-3, £-08034, Barcelona, Spain;

    Departamento de Explotaaon Recursos Minerales y Obras Subterranea, ETS Ing. Minas Universidad Politecnica c/Rios Rosas 21, 28003, Madrid, Spain;

    Insitute of Geomatics, av/Canal Olimpic s, 08860 Castelldefels, Spain;

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

    advanced DInSAR; ground surface deformation; subsidence; monitoring; validation;

    机译:先进的DInSAR;地面变形;沉降监控;验证;

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