新丰江地电站钻孔施工引起的深孔电阻率异常数值模拟

Xing Yan , Zhihui Deng , Jiping Liu , Shishan Ye , Zhiqun Chen , Tianren Zhong
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引用次数: 0

摘要

广东省新丰江水库是引发6级以上地震的大型水库之一。水库蓄水以来发生了多次地震,使其成为中国南方地震最活跃的地区之一。2015年,在新丰江水库附近的东源县和平地电站观测了一组深孔电阻率异常。经过现场调查,我们发现,在相应的时间内,正在进行新的测量通道的计划钻井施工。根据收集到的原始资料,经过仔细的对比分析,我们有理由认为,造成这些异常地电阻率值的主要原因不是新丰江水库本身的诱发,而是钻井施工。为了验证上述猜想,我们基于和平站周边的地质和水文信息构建了一系列三维有限元模型,并分别对钻井扰动进行了分析。通过精确的数值模拟,得出了一些有意义的结论。本研究将数值模拟与工程实践相结合,为了解现实中地电阻率异常的根本原因提供了很好的范例。
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Numerical simulation of deep-hole resistivity anomaly caused by drilling construction in Xinfengjiang geoelectric station

The Xinfengjiang reservoir in Guangdong Province, is one of the large reservoirs that have triggered earthquakes of magnitude greater than 6. Numerous earthquakes have occurred since the impoundment of the reservoir, making it one of the most active seismic zones in south China. In 2015, a set of deep-hole resistivity anomalies was observed in the Heping geoelectric station in Dongyuan county, located near the Xinfengjiang reservoir. After a field investigation, we found that a planned well drilling construction of new measuring channels was being carried out during that corresponding period of time. After careful comparison and analysis on the basis of the collected raw data, we had a reason to believe that drilling construction, rather than the inducement of the Xinfengjiang reservoir, was the main culprit for those unusual georesistivity values. So as to verify the above conjecture, we constructed a series of 3D finite element models based on the geological and hydrological information around Heping station and analyzed the drilling disturbances, respectively. Some significant conclusions were finally drawn according to the precise numerical simulation. This study gives a good example by combining numerical simulation with engineering practice as a way to understand the root cause of georesistivity anomalies in reality.

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