Effects of reservoir mechanical properties on induced seismicity during subsurface hydrogen storage.

IF 4.3 3区 综合性期刊 Q1 MULTIDISCIPLINARY SCIENCES Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences Pub Date : 2024-08-09 Epub Date: 2024-07-01 DOI:10.1098/rsta.2023.0187
J E J Burtonshaw, A Paluszny, A Mohammadpour, R W Zimmerman
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Abstract

The intermittent storage of hydrogen in subsurface porous media such as depleted gas fields could be pivotal to a successful energy transition. Numerical simulations investigate the intermittent storage of hydrogen in a porous, depleted subsurface reservoir. Various parametric studies are performed to assess the effect of mechanical properties of the reservoir (i.e. Young's modulus, Poisson's ratio, Biot coefficient and permeability) on the induced fault slip of a single through-going fault that transverses the entire reservoir. Simulations are run using a three-dimensional, finite element, fully coupled hydromechanical code with explicit representations of layers and faults. The effect of the domain mesh refinement and fault mesh refinement on the fault slip versus operation time solution is investigated. The fault is observed to slip in two distinct events, one during the second injection period and one in the third injection period. The fault is not observed to slip during the storage or withdrawal periods. It is found that in order to minimize seismic risk, a reservoir rock with high Young's modulus (>40 GPa), high Poisson's ratio (>0.30) and high Biot coefficient (>0.65) would be preferable for hydrogen storage. Reservoir rocks of low Young's modulus (10-30 GPa), intermediate Poisson's ratio (0.00-0.30) and low-to-intermediate Biot coefficient (0.25-0.65), at high injection rates, were found to have higher potential of inducing large seismic events.This article is part of the theme issue 'Induced seismicity in coupled subsurface systems'.

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储层机械特性对地下储氢过程中诱发地震的影响。
在地下多孔介质(如枯竭气田)中间歇储存氢气对成功实现能源转型至关重要。数值模拟研究了氢在多孔枯竭地下储层中的间歇储存。进行了各种参数研究,以评估储层的力学特性(即杨氏模量、泊松比、比奥特系数和渗透率)对横穿整个储层的单一贯通断层的诱导断层滑移的影响。模拟采用三维、有限元、完全耦合的水文机械代码,明确表示地层和断层。研究了域网格细化和断层网格细化对断层滑移与运行时间解的影响。观察到断层在两个不同的事件中发生滑移,一个是在第二个注入期,另一个是在第三个注入期。在储存期和撤出期均未观察到断层滑移。研究发现,为了将地震风险降至最低,储层岩石最好具有高杨氏模量(>40 GPa)、高泊松比(>0.30)和高毕奥特系数(>0.65),以用于储氢。低杨氏模量(10-30 GPa)、中等泊松比(0.00-0.30)和中低比奥特系数(0.25-0.65)的储层岩石在高注入率下诱发大地震的可能性较高。
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来源期刊
CiteScore
9.30
自引率
2.00%
发文量
367
审稿时长
3 months
期刊介绍: Continuing its long history of influential scientific publishing, Philosophical Transactions A publishes high-quality theme issues on topics of current importance and general interest within the physical, mathematical and engineering sciences, guest-edited by leading authorities and comprising new research, reviews and opinions from prominent researchers.
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