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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在雅典盆地(希腊)内进行沉降监测

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The application of conventional SAR Interferometry (InSAR) together with the two techniques of sub-centimeteraccuracy, the Stacking and the Permanent Scatterers (PS) Interferometry, were used to study the ground deformation in the broader area of Athens for the period 1992 to 2002. Using the Stacking interfero-metricmethod, 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 deforma-tionassociated with the Athens Earthquake ( Mw = 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 about12 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 pat-ternswith 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)的应用与亚厘米级精度的两种技术(堆叠和永久散射体(PS)干涉测量法)一起用于研究1992年至2002年雅典大范围的地面变形。使用叠加干涉测量方法,在1992年至2002年之间获得了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,目的是仅显示抗震性结果。从总体上看,雅典南部郊区的地面沉降结果约为12毫米,而1992-2002年期间北部的地面沉降结果更高。基于PS技术,生成了1992-1999年精确的平均年变形率图,该图恰好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,特别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。研究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,地铁隧道的开挖和其他局部地质参数之间的相关性。

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