Pournari人工湖第一次填筑后大范围地震危险性变化(W.希腊)

K. Pavlou , G. Κaviris , V. Kouskouna , G. Sakkas , A. Zymvragakis , V. Sakkas , G. Drakatos
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引用次数: 5

摘要

研究了20世纪80年代初希腊西部波纳里大坝蓄水后更大范围内的潜在地震危险性变化。在蓄水期间,观察到局部地震活动增加,并伴有诱发地震活动的某些特征。在第一次充填后的第3个月和第4个月,分别发生了1981年3月10日(ML=5.6)和1981年4月10日(ML=4.7)两次中度地震事件,震源深度分别为13 km和10 km,表明地震活动性向浅层偏移。后者被认为是背景从不排水到排水(复理石地层)的力学响应变化。利用3个时间窗研究了水库建设可能引起的局地地震危险性和诱发的地震活动性变化。第一个时间段覆盖蓄水前的1980年,第二个时间段覆盖蓄水后的1981-2009年,而第三个时间段则集中在1900-2009年的整个工具期。对于这些时间窗,地震危险性最初采用极值法进行评估。对于极值法所得结果的可靠性,采用传统的Cornell-McGuire方法在整个仪器周期内进行验证检验。结果表明,峰值地加速度(PGA)、峰值地速度(PGV)和最大期望震级(Mmax)的估定值略有下降。结果与位于不同地震构造区希腊西北部的多植坝地震危险性研究案例进行了比较。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Minor seismic hazard changes in the broader area of Pournari artificial lake after the first filling (W. Greece)

The broader area of Pournari dam (Western Greece) is investigated regarding the potential seismic hazard change after its impoundment in the early 1980’s. During this impoundment, an increase in local earthquake activity with certain features of induced seismicity was observed. Within the third and fourth month after the first filling, two moderate seismic events occurred, on March 10, 1981 (ML=5.6) and on April 10, 1981 (ML=4.7), with focal depths 13 km and 10 km, respectively, indicating migration of seismicity to shallower depths. The latter is considered as mechanical response change of background from undrained to the drained response (flysch formation).

We investigate the potential local seismic hazard and the induced seismicity changes due to the establishment of the reservoir using three time-windows. The first one covers the period up to 1980, before the impoundment, the second starts immediately after the impoundment (1981-2009), while the third is focused on the whole instrumental period 1900-2009. For these time-windows, seismic hazard was initially assessed using the extreme values method. The traditional Cornell-McGuire approach was following applied for the whole instrumental period as a validation test, regarding the reliability of the results obtained by the extreme values method. The results reveal a small decrease of the estimated values of Peak Ground Acceleration (PGA), Peak Ground Velocity (PGV) and maximum expected magnitude (Mmax). The results are compared to the seismic hazard study case of Polyphyto dam (NW Greece), located on a different seismotectonic regime.

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