Coupled Flow Simulation and Geomechanical Modeling on CO 2 Storage in a Saline Aquifer

L. Ji
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引用次数: 1

Abstract

As an option to mitigate the increasing level of greenhouse gas emission, a number of Carbon Capture and Storage (CCS) testing and pilot projects have been brought up all over the world. In general, there are three types of CO 2 storage formations, such as deep saline aquifers, depleted oil and gas reservoirs, and un-mineable coal seams. This study is focused on the deep saline aquifer which has the largest potential for CO 2 storage. There are a lot of uncertainties associated with this type of storage, such as storage capacity, geomechanical properties, and sealing behaviour of the caprock. Pressure (and temperature) changes during CO 2 injection and storage can have significant impact on the stress and strain field and may cause relevant geomechanical problems. This paper shows a case study of a synthetic saline aquifer storage site, where a 15-year injection at a rate of 15 MT/year was simulated. Sealing performance and leakage risk were evaluated. A number of sensitivity studies were conducted to analyse the impacts of different rock properties on CO 2 leakage potentials. Coupled flow simulation and geomechanical modeling was performed to monitor stress-strain evolutions and to predict failure potentials in response to pressure changes during CO 2 injection and storage. The findings show that CO 2 leakage is most sensitive to caprock permeability. Other factors such as reservoir properties, boundary conditions, and perforation intervals also have certain degree of influence on the leakage. During the 15-year injection, there is no significant risk of potential failure; however, this may happen in local area due to formation heterogeneity.
含盐含水层CO 2储存的耦合流动模拟与地质力学模拟
作为减缓温室气体排放水平不断上升的一种选择,世界各地已经提出了许多碳捕获与封存(CCS)的测试和试点项目。一般来说,有三种类型的CO 2储存地层,如深盐水含水层,枯竭的油气储层和不可开采的煤层。本研究的重点是具有最大CO 2储存潜力的深层咸水层。这种类型的储层存在很多不确定因素,如储层容量、地质力学性质和盖层的密封性能。在二氧化碳注入和储存过程中,压力(和温度)的变化会对应力和应变场产生重大影响,并可能导致相关的地质力学问题。本文展示了一个合成盐水蓄水点的案例研究,模拟了15年15 MT/年的注入速率。对密封性能和泄漏风险进行了评价。进行了许多敏感性研究,以分析不同岩石性质对CO 2泄漏电位的影响。通过耦合流动模拟和地质力学建模来监测应力-应变演化,并预测二氧化碳注入和储存过程中压力变化的破坏潜力。结果表明,co2泄漏对盖层渗透率最为敏感。储层物性、边界条件、射孔间距等因素对渗漏也有一定程度的影响。在15年的注射过程中,没有明显的潜在失败风险;然而,由于地层的非均质性,这可能在局部地区发生。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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