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Slip Tendency Analysis of Fracture Networks to Determine Suitability of Candidate Testbeds for the EGS Collab Hydroshear Experiment

机译:断裂网络的滑移趋势分析,以确定适合EGS Collab剪切试验的候选试验台

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Experiment 2 of the EGS Collab project is aimed at testing stimulation by hydro-shearing of existing natural fractures, versus Experiment 1, which is focused on hydraulic fracturing a rock mass to enhance permeability. The main criterion for the testbed selection in Experiment 2 is the presence of an interconnected network of fractures, at least 10 meters in extent, and with orientations such that shear slip can be induced at injection pressures less than the minimum horizontal stress (Shmin). The feasibility analysis for this experiment requires a well-constrained stress state along with well-characterized fracture networks. The fracture systems at two candidate locations in the Sanford Underground Research Facility (SURF), the 4850 Level (number refers to depth below ground surface in feet) and the 4100 Level, have been characterized to different extents. The 4850 Level has a well-characterized Discrete Fracture Network (DFN) from borehole (drilled for an experimental test bed) and drift observations. In contrast, the 4100 level has a fracture network characterized only by observations from the drift wall, which provides little constraint on fracture extents. This paper will present assessments for the interpreted slip potential for the natural fractures at the two locations. Data uncertainties are addressed by performing a probabilistic analysis that takes into account the uncertainty in the stress state, uncertainty in the fracture properties, and preliminary borehole locations. There is strong evidence of shear stimulation of some natural fractures in Experiment 1 on the 4850 level. We use examples of natural fractures strongly linked to shear stimulation in Experiment 1 from multiple monitoring indicators to test the consistency of the stress model and guide the uncertainty interpretation. This analysis is intended to guide the site selection process for Experiment 2 by highlighting the fracture orientations that are likely to be shear-stimulated in a majority of modeled realizations.
机译:EGS Collab项目的实验2旨在测试现有天然裂缝的水力剪切增产效果,而实验1则侧重于对岩体进行水力压裂以提高渗透率。在实验2中选择试验床的主要标准是存在相互连接的裂缝网络,其范围至少为10米,并且其方向使得在小于最小水平应力(Shmin)的注入压力下可以引起剪切滑移。该实验的可行性分析需要一个约束良好的应力状态以及特征明确的裂缝网络。 Sanford地下研究设施(SURF)的两个候选位置的裂缝系统4850等级(数字表示以英尺为单位的地下深度)和4100等级的裂缝系统具有不同程度的特征。 4850液位有一个特征明确的离散裂缝网络(DFN),它来自于钻孔(为实验性试验台钻孔)和漂移观测。相比之下,4100级具有仅通过从漂移壁观察得到的特征的裂缝网络,这对裂缝程度几乎没有约束。本文将对两个位置的天然裂缝的解释滑动潜力进行评估。数据不确定性通过执行概率分析来解决,该分析考虑了应力状态的不确定性,裂缝特性的不确定性以及井眼的初步位置。有充分的证据表明,在实验1中,在4850级对某些天然裂缝进行了剪切增产。我们使用实验1中来自多个监测指标的与裂缝刺激密切相关的天然裂缝示例来测试应力模型的一致性并指导不确定性解释。该分析旨在通过突出大多数建模实现中可能被剪切刺激的裂缝方向来指导实验2的位置选择过程。

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