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Numerical simulation of carbon dioxide migration in a sandstone aquifer considering the fluid-solid coupling

机译:考虑流固耦合的砂岩含水层二氧化碳迁移数值模拟

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Very limited investigations have been done on the numerical simulation of carbon dioxide (CO_2) migration in sandstone aquifers taking consideration of the interactions between fluid flow and rock stress. Based on the poroelasticity theory and multiphase flow theory, this study establishes a mathematical model to describe CO_2 migration, coupling the flow and stress fields. Both finite difference method (FDM) and finite element method (FEM) were used to discretize the mathematical model and generate a numerical model. A case study was carried out using the numerical model on the Jiangling sandstone aquifer in the Jianghan basin, China. The rock mechanics parameters of reservoir and overlying strata of Jiangling depression were obtained by triaxial tests. A two-dimensional model was then built to simulate carbon dioxide migration in the sandstone aquifer. The numerical simulation analyzes the carbon dioxide migration distribution rule with and without considering capillary pressure. Time-dependent migration of CO_2 in the sandstone aquifer was analyzed, and the result from the coupled model was compared with that from a traditional non-coupled model. The calculation result indicates a good consistency between the coupled model and the non-coupled model. At the injection point, the CO_2 saturation given by the coupled model is 15.39 % higher than that given by the non-coupled model; while the pore pressure given by the coupled model is 4.8 % lower than that given by the non-coupled model. Therefore, it is necessary to consider the coupling of flow and stress fields while simulating CO_2 migration for CO_2 disposal in sandstone aquifers. The result from the coupled model was also sensitized to several parameters including reservoir permeability, porosity, and CO_2 injection rate. Sensitivity analyses show that CO_2 saturation is increased non-linearly with CO_2 injection rate and decreased non-linearly with reservoir porosity. Pore pressure is decreased non-linearly with reservoir porosity and permeability, and increased nonlinearly with CO_2 injection rate. When the capillary pressure was considered, the computed gas saturation of carbon dioxide was increased by 10.75 % and the pore pressure was reduced by 0.615 %.
机译:考虑到流体流动与岩石应力之间的相互作用,对砂岩含水层中二氧化碳(CO_2)迁移的数值模拟已经进行了非常有限的研究。基于多孔弹性理论和多相流理论,本研究建立了描述CO_2运移,耦合流场和应力场的数学模型。有限差分法(FDM)和有限元方法(FEM)均用于离散数学模型并生成数值模型。使用数值模型对中国江汉盆地江陵砂岩含水层进行了案例研究。通过三轴试验获得了江陵凹陷储层及上覆岩层的岩石力学参数。然后建立二维模型以模拟砂岩含水层中的二氧化碳迁移。数值模拟分析了在不考虑毛细管压力的情况下二氧化碳迁移的分布规律。分析了CO_2在砂岩含水层中随时间的迁移,并将耦合模型的结果与传统非耦合模型的结果进行了比较。计算结果表明耦合模型与非耦合模型之间具有良好的一致性。在注入点,耦合模型给出的CO_2饱和度比非耦合模型给出的CO_2饱和度高15.39%。耦合模型给出的孔隙压力比非耦合模型给出的低4.8%。因此,有必要在模拟CO_2迁移以模拟CO_2在砂岩含水层中处置的过程中考虑流场与应力场的耦合。耦合模型的结果还对几个参数敏感,包括储层渗透率,孔隙度和CO_2注入速率。敏感性分析表明,CO_2饱和度随CO_2注入速率非线性增加,随储层孔隙度非线性降低。孔隙压力随储层孔隙度和渗透率非线性降低,随CO_2注入速率非线性增加。考虑毛细管压力时,计算出的二氧化碳气体饱和度增加了10.75%,孔隙压力减少了0.615%。

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