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深部咸水层CO_(2)封存的热−水−力模型研究
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作者 魏子俊 高科 《地质科技通报》 北大核心 2025年第4期129-141,共13页
碳捕获与储存技术对缓解全球气候危机至关重要,深部咸水层因巨大储存潜力成为首选储存地点。然而,CO_(2)受浮力作用易通过裂缝或断层向地面逃逸。因此,研究CO_(2)注入对天然断层影响以及断层活化对CO_(2)迁移的反馈效应意义重大。构建... 碳捕获与储存技术对缓解全球气候危机至关重要,深部咸水层因巨大储存潜力成为首选储存地点。然而,CO_(2)受浮力作用易通过裂缝或断层向地面逃逸。因此,研究CO_(2)注入对天然断层影响以及断层活化对CO_(2)迁移的反馈效应意义重大。构建了完全耦合的两相热−水−力模型,以模拟CO_(2)注入、断层失效与羽流传播间相互作用。研究表明:①断层激活后渗透率分布呈显著二分性,且高渗区形成与孔隙压力场时空演化紧密耦合,率先失效区域促进孔压释放并抑制了断层进一步活化,使断层呈局部激活特征。②CO_(2)迁移范围与岩体冷却区域不等价,羽流逸散快速而广袤,经2 a注入羽流前缘可达1500 m;温度场扩散缓慢且集中,经20 a注入冷却区域仅200 m,受限温度场不易诱使断层活化,利于碳封存长期安全。③断层构型对封存安全性具有重大影响,以逆断层封闭性能最佳,正断层最劣,走滑断层介于两者之间,逆断层对CO_(2)有效封存量比正断层高出约25%。建立的含损伤行为的两相热−水−力模型鲁棒性良好,能准确刻画断层渐进失效与羽流迁移的复杂交互机制,为碳封存工程长期安全性评估提供了理论与技术支撑。 展开更多
关键词 CO_(2)地质封存 断层活化 CO_(2)泄露风险 热−水−力模型 数值模拟 深部咸
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饱和多孔黏弹地基热−水−力耦合动力响应分析 被引量:4
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作者 郭颖 李文杰 +2 位作者 马建军 梁斌 熊春宝 《力学学报》 EI CAS CSCD 北大核心 2021年第4期1081-1092,共12页
天然土体由于沉积条件和应力状态不同,往往会表现出一定的流变性.本文研究地基上表面受外载荷作用时,渗透系数和孔隙率变化对饱和多孔黏弹性地基热−水−力耦合动力响应问题的影响.基于Biot波动方程、达西定律和Lord-Shulman广义热弹性理... 天然土体由于沉积条件和应力状态不同,往往会表现出一定的流变性.本文研究地基上表面受外载荷作用时,渗透系数和孔隙率变化对饱和多孔黏弹性地基热−水−力耦合动力响应问题的影响.基于Biot波动方程、达西定律和Lord-Shulman广义热弹性理论,并引入了考虑黏弹性松弛时间因子的Kelvin-Voigt黏弹性模型研究地基上表面受热/力源作用时,孔隙率和渗透系数变化对均质各向同性饱和多孔黏弹性地基中所考虑的各无量纲量的影响.根据不同的边界条件采用正则模态法推导出无量纲竖向位移、超孔隙水压力、竖向应力和温度的解析表达式,结合算例分析了不同变量对各物理量的影响.正则模态法是一种加权残差法,可不经正、反积分变换将方程快速解耦并消除数值反变换的局限性.结果表明:无论何种载荷作用时,载荷频率变化对所有考虑的物理量均有明显的影响;孔隙率和渗透系数均对无量纲超孔隙水压力有明显的影响,当仅考虑热载荷作用时,孔隙率和渗透系数变化对无量纲温度均无影响.正则模态法可广泛应用于岩土工程领域,尤其适用于商业建筑、高速铁路和公路能源基础的热、力学特性研究中.该研究结果可为工程施工奠定一定的理论基础,具有一定的指导性意义. 展开更多
关键词 Lord-Shulman 广义弹性理论 黏弹性松弛时间 热−水−耦合黏弹性模型 正则模态法
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Thermal-hydraulic modeling and analysis of hydraulic system by pseudo-bond graph 被引量:3
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作者 胡均平 李科军 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第7期2578-2585,共8页
To increase the efficiency and reliability of the thermodynamics analysis of the hydraulic system, the method based on pseudo-bond graph is introduced. According to the working mechanism of hydraulic components, they ... To increase the efficiency and reliability of the thermodynamics analysis of the hydraulic system, the method based on pseudo-bond graph is introduced. According to the working mechanism of hydraulic components, they can be separated into two categories: capacitive components and resistive components. Then, the thermal-hydraulic pseudo-bond graphs of capacitive C element and resistance R element were developed, based on the conservation of mass and energy. Subsequently, the connection rule for the pseudo-bond graph elements and the method to construct the complete thermal-hydraulic system model were proposed. On the basis of heat transfer analysis of a typical hydraulic circuit containing a piston pump, the lumped parameter mathematical model of the system was given. The good agreement between the simulation results and experimental data demonstrates the validity of the modeling method. 展开更多
关键词 thermodynamics hydraulic system pseudo-bond graph piston pump modeling temperature simulation
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Coupled thermo-hydro-mechanical-migratory model for dual-porosity medium and numerical analysis 被引量:6
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作者 张玉军 杨朝帅 《Journal of Central South University》 SCIE EI CAS 2011年第4期1256-1262,共7页
A coupled thermo-hydro-mechanical-migratory model of dual-porosity medium for saturated-unsaturated ubiquitous-joint rockmass was established,in which the stress field and the temperature field were single,but the see... A coupled thermo-hydro-mechanical-migratory model of dual-porosity medium for saturated-unsaturated ubiquitous-joint rockmass was established,in which the stress field and the temperature field were single,but the seepage field and the concentration field were double,and the influences of sets,spaces,angles,continuity ratios,stiffnesses of fractures on the constitutive relationship of the medium were considered.Also,the relative two-dimensional program of finite element method was developed.Taking a hypothetical nuclear waste repository as a calculation example,the case in which the rockmass was unsaturated dual-porosity medium and radioactive nuclide leak was simulated numerically,and the temperatures,negative pore pressures,saturations,flow velocities,nuclide concentrations and principal stresses in the rockmass were investigated.The results show that the negative pore pressures and nuclide concentrations in the porosity and fracture present different changes and distributions.Even though the saturation degree in porosity is only about 1/10 that in fracture,the flow velocity of underground water in fracture is about three times that in porosity because the permeability coefficient of fracture is almost four orders higher than that of porosity.The value of nuclide concentration in fracture is close to that in porosity. 展开更多
关键词 ubiquitous-joint rockmass dual-porosity medium thermo-hydro-mechanical-migratory coupling model numericalanalysis
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