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Poroelastic models and the mechanism of reservoir-induced seismicity.

机译:孔隙弹性模型和油藏诱发地震的机理。

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摘要

Seismogenic responses of a large reservoir depend on the site conditions as well as the characteristics of the reservoir. Observed seismicity at Monticello and Jocassee, South Carolina, Oroville, California, and Koyna, India, were examined to understand the factors that can influence the mechanism of Reservoir Induced Seismicity (RIS) and test the applicability of the 2-D elastic models postulated to explain the mechanism of RIS.;Monticello Reservoir is located in a region with lateral variations in lithological units and in situ stress conditions. Failure at this reservoir occurred by reverse faulting on steeply dipping faults. The initial seismicity occurred in response to elastic stress changes and undrained pore pressure changes in contrast to the subsequent seismicity which was dominated by pore pressure diffusion. At Lake Jocassee, located in a region of relatively homogeneous lithology, most of the seismicity occurs below the lake and follows a N-S trend. The regions below Lake Jocassee are sensitive to lake level fluctuations, whereas no such association was observed at Monticello Reservoir.;Monsoonal refilling at Koyna Lake results in large annual changes in water levels. Continuing seismicity decades after filling and its systematic correlation with the seasonal changes make Koyna Lake different from any other known case of RIS. The temporal pattern of seismicity suggests weakening during unloading phases and strengthening during loading phases. The mechanism of increasing stability during the filling period may be due to the increase in stability due to the elastic response. The most active periods at Koyna generally occurring 2-3 months after the onset of filling (September-December) are probably related to increased pore pressure due to diffusion. At Oroville reservoir, California, a much debated case of RIS, the major event occurred by normal faulting in the Sierra foothills. The hypocentral distribution at Oroville is controlled by a large N-S trending fault. The seismicity at Oroville is an accelerated response of a tectonically weak area.;The study concludes that the mechanical effects due to reservoir impoundment can destabilize regions that are critically stressed. Although site heterogeneities help to localize seismicity, regions of failure depend primarily on stress regime, orientation of the fault and location of the reservoir with respect to the fault.
机译:大型储层的地震响应取决于现场条件以及储层的特征。考察了在南卡罗来纳州蒙蒂塞洛和乔卡塞湖,加利福尼亚州奥罗维尔和印度科伊纳的观察到的地震活动,以了解可能影响储层感应地震作用(RIS)的因素,并测试了假设为二维的弹性模型的适用性解释RIS的机理。Monticello储层位于岩性单元和原地应力条件横向变化的区域。该储层的故障是由陡倾断层上的反向断层引起的。初始地震活动是响应弹性应力变化和不排水的孔隙压力变化而发生的,与随后的地震活动相反,后者以孔隙压力扩散为主导。在约卡斯湖(Lake Jocassee),位于岩性相对均一的区域,大部分地震活动发生在湖下并遵循N-S趋势。约卡斯湖下面的地区对水位波动敏感,而在蒙蒂塞洛水库则没有这种联系。;科伊纳湖的季风回灌导致水位每年发生较大变化。填充后数十年的持续地震活动性及其与季节变化的系统相关性,使科伊纳湖不同于其他任何已知的RIS案例。地震活动的时间模式表明,在卸载阶段会减弱,而在加载阶段会增强。在填充期间增加稳定性的机制可能是由于弹性响应引起的稳定性增加。在科伊纳(Koyna)最活跃的时期通常发生在充填开始后的2-3个月(9月至12月),这可能与扩散引起的孔隙压力增加有关。在加利福尼亚州奥罗维尔水库(一个备受争议的RIS病例)中,主要事件是塞拉利昂山麓丘陵的正常断层发生的。 Oroville的震中分布受大型N-S趋势断层控制。奥罗维尔的地震活动是一个构造薄弱区域的加速响应。;研究得出的结论是,由于储层蓄水而产生的机械效应会破坏临界应力区域。尽管现场的非均质性有助于定位地震活动性,但破坏区域主要取决于应力状态,断层的方向和储层相对于断层的位置。

著录项

  • 作者

    Rajendran, Kusala.;

  • 作者单位

    University of South Carolina.;

  • 授予单位 University of South Carolina.;
  • 学科 Geology.
  • 学位 Ph.D.
  • 年度 1992
  • 页码 130 p.
  • 总页数 130
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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