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101.
基于D-InSAR技术的伊朗巴姆地震地表形变监测 总被引:1,自引:1,他引:0
以伊朗巴姆地区为例,对伊朗巴姆地震造成的地表形变进行了差分干涉测量,得到了垂直向的同震三维形变场,并运用GIS三维分析技术对形变场进行了分析。实验结果表明,地震在巴姆城市的东侧造成了较大形变,在西侧也产生了微量形变。巴姆城市北部地块沉降,南部地块隆起。同时在巴姆城市南部可明显看到地震造成的断层。实验结果验证了基于C波段的SAR数据的D-InSAR技术在干燥地区监测地表形变方面的可行性。本文对产生去相关效应的原因进行了解释,认为对于干燥少植被的地区干涉效果较好。并指出,如果能够通过技术进步提高雷达干涉测量的精度并降低观测成本,同时将该技术与GPS、GIS等技术相结合,从而更好地研究形变机理,这将对地质灾害的研究产生重大意义。 相似文献
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GPS/VLBI/SLR/InSAR组合在地球动力学研究中的应用 总被引:8,自引:4,他引:4
详细探讨了InSAR技术应用于地球动力学研究的巨大潜力和优势;讨论了InSAR与GPS等其它空间技术组合的可能性。提出了GPS/VLBI/SLR/InSAR组合的新设想,并详细讨论了该方法在地球动力学、现代地壳运动、地球体积和形状变化研究中的应用。在具体组合应用中,针对地壳不同形变特征给出了3种不同的数学模型。 相似文献
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深部开采有着地表沉陷时间长、范围大,地表测点难以长时间保存的特点,目前我国几乎没有深部开采的正规观测站。为解决这一问题,本文采用了D-In SAR技术获取了徐州矿区张小楼千米深部开采地表沉降数据,通过将监测结果与地表水准测量进行对比,证明了D-In SAR结果的正确性,并结合测点缺失情况下地表移动参数的求取方法,基于D-In SAR数据求取了千米深部开采地表移动参数。结果表明采用D-In SAR方法对深部开采地表移动的监测可以解决深部开采地表移动参数的求取问题。 相似文献
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D-InSAR技术作为20世纪90年代发展起来的新型空间对地观测技术,凭借着全天候、全天时、高分辨率和连续空间覆盖的特点得到了广泛的应用。本文介绍了D-InSAR技术的基本原理和处理流程,以内蒙古营盘壕煤矿为例,利用哨兵数据,通过二轨差分干涉测量方法得到沉降数据。在ArcGIS中通过对沉降区域的提取、剖面分析和叠加分析来研究分析工作面上方的地表沉降信息[1-3]。最终将所得的数据与传统的GPS数据进行对比分析,验证了D-InSAR技术在矿区地面沉降监测的可行性。 相似文献
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Vertical deformation estimation can be a significant tool in preventing geological hazards and managing environment impacts of underground mining. Common ground surface vertical deformation calculations are challenged by difficult data collection and dependence on prior knowledge. SVD (singular value decomposition) method was applied to estimate ground surface vertical deformation from single pair SAR (synthetic aperture radar) data in a mining region. During the study, LOS (line of sight) and azimuth displacement was obtained using two pass D-InSAR (differential interferometry synthetic aperture radar) and MAI (multi-aperture radar interferometry) technology, respectively. Two adjustment equations were composed using the imaging geometry of D-InSAR and MAI. The singular value decomposition theorem was used to acquire M-P (Moore-Penrose) generalized inverse of the rank deficiency coefficient matrix. From this, the optimal approximation solution of unknown parameters was calculated using weighted least squares. A working panel in the Datong mining area, Shanxi province, China, was selected to verify the SVD approach using the two ascending Sentinel-1A data. The accuracy of vertical deformation estimated by SVD approach is reliable. The RMSE (root mean square error) of vertical deformation is 2.64 mm (along upright profile) and 4.95 mm (along horizontal profile). These results suggest that the SVD approach will complement widely used vertical ground surface deformation calculations. Further study is needed to validate the method from other deformation scenarios from landslides, groundwater loss, earthquakes, underground mining, and glacier movement. 相似文献
110.
With the aim of addressing the problem of accurately monitoring complete deformation fields over mining areas by means of Synthetic Aperture Radar (SAR), this paper proposes a solution to obtain complete deformation fields using the probability integral model to fuse deformation data derived from Differential Interferometric SAR (D-InSAR), sub-band InSAR and offset-tracking. This method is used for small-scale, medium-scale and large-scale deformation monitoring using D-InSAR, sub-band InSAR and offset-tracking, respectively. Finally, the probability integral model is utilized to integrate the three deformation fields, and a complete deformation field with high-accuracy over the study area can be obtained. The method is tested on 13 TerraSAR-X (TSX) images from December 2, 2012 to April 24, 2013 of the working face 52,304 of the Daliuta mining area in Shaanxi province, China. The complete deformation field of the working face during the 113-day mining period is obtained. The results show that during the process of working face advancing, the subsidence basin has been expanding along the direction of excavation. The relationship between the average maximum subsidence rate and the advancing distance of the working face can be described by a quadratic polynomial. It has been also observed that, when the underground mining reaches the full mining condition, the maximum subsidence value does not increase further. The accuracy of the proposed method is verified against the global positioning system field survey data. The root mean square errors in the strike and dip directions are 0.134 m and 0.105 m, respectively. Due to the support provide by the reserved coal pillars, the subsidence value above the reserved coal pillars is smaller. 相似文献