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Evaluating the Roles of Thermoelastic and Poroelastic Stress Changes in the Desert Peak EGS Stimulation

机译:评估热弹性和多孔弹性应力变化在沙漠峰值EGS刺激中的作用

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Hydroshearing is used to improve well injectivity in Engineered Geothermal Systems (EGS). During hydroshearing, cold water is injected at bottom-hole pressures less than the minimum principal stress to promote permeability enhancement through self-propping shear failure of pre-existing fractures. By interacting with the typically complex natural fracture network, a tortuous flow path with high surface area is promoted to allow for efficient heat exchange. Using the Mohr-Coulomb failure criterion, we consider three mechanisms that directly influence shear failure during injection: (1) Fluid pressurization, decreasing the effective normal stress (i.e., normal stress minus pore pressure) on fractures amenable to slip and promoting failure. (2) Cooling of the rock matrix, leading to a thermoelastic decrease in normal stress on these fractures. (3) Pressurization within the rock matrix, leading to a poroelastic increase in normal stress on these fractures. Recently, we have implemented stress-permeability relationships to describe hydroshearing in the thermo-hydro-mechanical simulator FEHM. We have previously shown that this model is capable of reproducing the response of the Desert Peak EGS well 27-15 to shear stimulation. In this work, we analyze the relative importance of processes (1)-(3), including their non-local implications, to provide a deeper understanding of hydroshearing physics. In addition to the direct effect of fluid pressure (process 1), we show that thermoelastic stresses exert a strong influence on fracture failure during hydroshearing. The magnitude of these thermoelastic stresses is sensitive to the product of Young's modulus and the thermal expansion coefficient, as well as the difference between injection fluid temperature and ambient formation temperature. Increasing the injection wellhead pressure (WHP) amplifies injectivity gains due to the thermoelastic effect, and can dominate over the direct fluid pressure effect when the contrast between injection fluid temperature and formation temperature is large. Even when the surface temperature of the injection fluid is constant, increasing WHP delivers a greater volume of water to the formation at a lower temperature (by minimizing heating in the wellbore), thereby increasing both the rate and magnitude of thermoelastic stressing. We also present evidence that remote stress changes induced by thermoelastic cooling near a well can play an important role in propagating the front of permeability enhancement at long elapsed times. This effect is anisotropic, promoting activation of shear fractures in a direction parallel to the minimum horizontal principal stress, which in a normal faulting setting would be perpendicular to the expected strike of highly stressed fractures. This provides a new mechanism for widening the stimulated volume created during hydroshearing, promoting the creation of a more efficient and sustainable heat exchange fracture network.
机译:Hydroshiging用于改善工程化地热系统(EGS)中的良好的注射性。在水管期间,冷水在小于最小主应力的底部孔压力下注射,以通过预先存在的裂缝的自我预防剪切失效来促进渗透性增强。通过与典型复杂的自然裂缝网络相互作用,促进了具有高表面积的曲折流动路径以允许有效的热交换。使用Mohr-Coulomb失败标准,我们考虑三种机制,即在注射过程中直接影响剪切失效的机制:(1)流体加压,降低有效的正常应力(即,正常应激减去孔隙压力)在易于滑动和促进失效的裂缝上。 (2)岩石基质的冷却,导致在这些裂缝上的正常压力下的热弹性降低。 (3)岩石基质内的加压导致正常压力的腹腔弹性增加对这些裂缝。最近,我们已经实施了压力渗透性关系,以描述热水机械模拟器FEHM中的水管。我们之前已经表明,该模型能够再现沙漠峰值EGS 27-15的响应来剪切刺激。在这项工作中,我们分析了进程的相对重要性(1) - (3),包括它们的非本地影响,以更深入地了解水管物理学。除了流体压力的直接效果(过程1)外,我们表明热弹性应力对水管期间的裂缝失效产生了强烈影响。这些热弹性应力的幅度对杨氏模量和热膨胀系数的产物敏感,以及注射液温度和环境形成温度之间的差异。增加注射井口压力(WHP)由于热弹性效应,可以在注射性增益上放大,并且当注射液温度和形成温度之间的对比度大时,可以在直接流体压力效应上支配。即使当注射液的表面温度恒定时,增加的WHP在较低温度下递送更大量的水(通过最小化井筒中的加热),从而增加热弹性应力的速率和大小。我们还提出了证据表明,在井附近的热弹性冷却诱导的远程压力变化可以在长期经过的时间传播渗透性增强的前面发挥重要作用。这种效果是各向异性的,在平行于最小水平主应力的方向上促进剪切骨折的激活,其在正常断层设置中是垂直于高压骨折的预期攻击。这提供了扩展在水管期间产生的刺激体积的新机制,促进创造更有效和可持续的热交换骨折网络。

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