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Subsidence monitoring within the Athens Basin (Greece) using space radar interferometric techniques

机译:使用空间雷达干涉测量技术监测雅典盆地(希腊)内的沉降

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The application of conventional SAR Interferometry (InSAR) together with the two techniques of subcentimeter accuracy, the Stacking and the Permanent Scatterers (PS) Interferometry, were used to study the,around deformation in the broader area of Athens for the period 1992 to 2002. Using the Stacking interferometric method, 55 ERS-1&2 SAR scenes, between 1992 and 2002, were acquired producing 264 differential interferograms. Among these only 60 were finally selected as fulfilling certain criteria. The co-seismic deformation associated with the Athens Earthquake (M-w = 5.9, September 7, 1999) was excluded from the analytical procedure in an attempt to present results of only aseismic character. In total ground subsidence results of about 12 mm in the southern suburbs of Athens, but higher value of about 40 mm in the northern ones for the period 1992-2002. Based on the PS technique, a precise average annual deformation rate-map was generated for the period 1992-1999. ending just before the Athens earthquake event. Both circular and elongated-shape areas of subsidence are recognizable especially in the northern part of the Athens Basin (3-4 mm/yr), as well as at its southern part (1-3 mm/yr). In addition, a rate of 2-3 mm/yr is also yielded for some part of the Athens city center. Subsidence rates of 1-2 mm/yr are measured at the western part of the basin over an area of old mining activities, and around the newly built Syntagma Metro Station. The correlation of the observed deformation Patterns with respect to the spatial distribution of water pumping, older mining activities, metro line tunneling and other local geological parameters is examined and discussed.
机译:常规SAR干涉测量法(InSAR)以及亚厘米级精度这两种技术的应用,即叠加和永久散射体(PS)干涉测量法,被用于研究1992年至2002年雅典大范围的周围变形。使用叠加干涉法,获得了1992年至2002年之间的55个ERS-1&2 SAR场景,产生了264个差分干涉图。在这些之中,只有60个最终被选为满足某些标准。分析过程中排除了与雅典地震(M-w = 5.9,1999年9月7日)相关的同震形变,目的是仅提供抗震特性的结果。从总体上看,雅典南部郊区的地面沉降结果约为12毫米,但1992-2002年期间北部地区的地面沉降约为40毫米。基于PS技术,生成了1992-1999年期间的精确平均年变形率图。在雅典地震事件之前结束。圆形和细长形的沉降区域都是可以识别的,尤其是在雅典盆地的北部(3-4毫米/年)和南部(1-3毫米/年)。此外,雅典市中心的某些地区也可以达到2-3毫米/年的速度。在盆地西部,旧采矿活动区域以及新建的宪法广场地铁站周围测得的沉降速率为1-2毫米/年。考察并讨论了观测到的变形模式与水泵的空间分布,较旧的采矿活动,地铁隧道和其他局部地质参数的相关性。

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