Tiantian Dou, Huihong Cheng, Huai Zhang, Yaolin Shi
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引用次数: 1
Abstract
Baihetan reservoir, the second-largest hydropower station in China, is located at the east boundary of the Sichuan-Yunnan block, one of the most seismic active zones in continental China. Many studies have shown that the potential risk of reservoir-induced seismicity will ramp up when the crustal stress field is remarkably perturbed following its impoundment. In this work, based on the fully-coupled poroelastic theory, we built models with different parameters to quantitatively analyze the displacement and stress field changes caused by the Baihetan reservoir impoundment. The preliminary results show that the maximum subsidence reaches about 0.3 m, and the stress change is about 0.4 MPa at 5 km after five years of impoundment. Most strikingly, we find a significant increase of Coulomb Failure Stress Change (ΔCFS) on the fault planes at the vicinities of the surrounding Xiaojiang Fault, Daliangshan Fault, and Lianfeng Fault, suggesting high reservoir induced seismicity risks. However, the occurrence of induced/triggered earthquakes is not only related to the regional tectonic loading, but also the rock strength. Moreover, the reservoir water level rise rate will lead to different spatial–temporal patterns of the induced micro-seismicity, however, this difference will gradually disappear as the reservoir continues to operate, and the large earthquake is mainly affected by geological tectonics.
白鹤滩水库是中国第二大水电站,位于四川-云南地块的东部边界,是中国大陆地震最活跃的地区之一。许多研究表明,当水库蓄水后地壳应力场受到显著扰动时,水库诱发地震活动的潜在风险将增加。本文基于全耦合孔隙弹性理论,建立了不同参数的模型,定量分析了白鹤滩水库蓄水引起的位移和应力场变化。初步结果表明,蓄水5年后最大沉降量约为0.3 m, 5 km处应力变化约为0.4 MPa。在小江断裂带、大梁山断裂带和联峰断裂带附近,库仑破坏应力变化(ΔCFS)显著增加,表明储层诱发地震危险性高。然而,诱发地震的发生不仅与区域构造荷载有关,还与岩石强度有关。此外,水库水位上升速率会导致诱发微震活动的时空差异,但随着水库持续运行,这种差异会逐渐消失,大地震主要受地质构造的影响。