首页> 外文期刊>Journal of geophysical research. Solid earth: JGR >Analytical Solution to Assess the Induced Seismicity Potential of Faults in Pressurized and Depleted Reservoirs
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Analytical Solution to Assess the Induced Seismicity Potential of Faults in Pressurized and Depleted Reservoirs

机译:分析解决方案,以评估加压和耗尽储层故障的诱导地震潜力

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Displaced faults crossing the reservoir could significantly increase the induced earthquake frequency in geo-energy projects. Understanding and predicting the stress variation in such cases is essential to minimize the risk of induced seismicity. Here, we adopt the inclusion theory to develop an analytical solution for the stress response to pore pressure variations within the reservoir for both permeable and impermeable faults with offset ranging from zero to the reservoir thickness. By analyzing fault stability changes due to reservoir pressurization/depletion under different scenarios, we find that (1) the induced seismicity potential of impermeable faults is always larger than that of permeable faults under any initial and injection conditions-the maximum size of the fault undergoing failure is 3-5 times larger for impermeable than for permeable faults; (2) stress concentration at the corners results in the occurrence of reversed slip in normal faults with a normal faulting stress regime; (3) while fault offset has no impact on the slip potential for impermeable faults, the slip potential increases with the offset for permeable faults, which indicates that non-displaced permeable faults constitute a safer choice for site selection; (4) an impermeable fault would rupture at a lower deviatoric stress, and at a smaller pressure buildup than a permeable one; and (5) the induced seismicity potential is overestimated and the injectivity underestimated if the stress arching (i.e., the poromechanical coupling) is neglected. This analytical solution is a useful tool for site selection and for supporting decision making during the lifetime of geo-energy projects.
机译:穿过水库的移位断层可能会显著增加地能项目中的诱发地震频率。理解和预测这种情况下的应力变化对于将诱发地震的风险降至最低至关重要。在这里,我们采用包裹体理论,针对偏移量从零到储层厚度的渗透断层和不渗透断层,开发了储层内孔隙压力变化的应力响应解析解。通过分析不同情况下由于储层增压/耗竭引起的断层稳定性变化,我们发现:(1)在任何初始和注入条件下,不透水断层的诱发地震活动潜力总是大于透水断层的诱发地震活动潜力。发生破坏的断层的最大尺寸是不透水断层的3-5倍;(2) 转角处的应力集中导致正断层发生反向滑动,且正断层应力状态为正断层;(3) 断层错距对不透水断层的滑动势没有影响,但对于透水断层,滑动势随着断层错距的增加而增加,这表明非移位的透水断层是选址的更安全选择;(4) 与透水断层相比,不透水断层在较低的偏应力和较小的压力累积下破裂;(5)如果忽略应力拱效应(即孔隙力学耦合),则诱发地震活动潜力被高估,注入能力被低估。该解析解是一个有用的工具,可用于选址,并在地球能源项目的生命周期内为决策提供支持。

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