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首页> 外文期刊>Journal of geophysical research. Solid earth: JGR >Geomechanical analysis of fluid injection and seismic fault slip for the M(w)4.8 Timpson, Texas, earthquake sequence
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Geomechanical analysis of fluid injection and seismic fault slip for the M(w)4.8 Timpson, Texas, earthquake sequence

机译:德克萨斯州廷普森M(w)4.8地震序列的注水和地震断层滑移的地质力学分析

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摘要

An earthquake sequence that culminated in a M(w)4.8 strike-slip event near Timpson, east Texas, the largest reported earthquake to date in that region, had previously been attributed to wastewater injection starting 17 months before the onset of recorded seismic activity. To test if this earthquake sequence can be attributed to wastewater injection, we conducted coupled poroelastic finite element simulations to assess the spatial and temporal evolution of pore pressure and stress field in the vicinity of the injection wells and to calculate the Coulomb failure stress on the seismogenic fault as a function of the permeability of the injection layer, fault orientation, fault permeability, and orientation and magnitude of the in situ stress. We find that injection-induced fault slip is plausible within the range of selected model input parameters, with slip favored by low reservoir permeability, low fault permeability, and a favorable orientation of the fault relative to the in situ stress state. Other combinations of equally plausible input parameters predict no slip within 96 months of simulated injection. Under most favorable boundary conditions for fault slip, fault slip occurs 7 months after the start of injection. Our results highlight the importance of detailed geomechanical site characterization for robust fault stability assessment prior to wastewater injection.
机译:地震序列最终导致德克萨斯州东部廷普森附近发生M(w)4.8滑移事件,这是该地区迄今为止最大的地震报告,之前曾将其归因于记录地震活动开始前17个月开始的废水注入。为了测试该地震序列是否可以归因于废水注入,我们进行了耦合的多孔弹性有限元模拟,以评估注入井附近的孔隙压力和应力场的时空演化,并计算地震发生时的库仑破坏应力。断层是注入层渗透率,断层定向,断层渗透率,原位应力定向和大小的函数。我们发现,注入诱发的断层滑动在选定的模型输入参数范围内是合理的,其滑动受低储层渗透率,低断层渗透率和断层相对于原地应力状态的有利取向的影响。同样合理的输入参数的其他组合预测,在模拟注射的96个月内不会出现滑动。在最有利的断层滑动边界条件下,断层滑动发生在注入开始后的7个月。我们的结果强调了在注入废水之前,详细的地质力学现场表征对于进行可靠的断层稳定性评估的重要性。

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