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coupled hydro-mechanical model for simulation of gas migration in host sedimentary rocks for nuclear waste repositories

机译:耦合流体力学模型模拟核废料库主沉积岩中的气体运移

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In a deep geological repository (DGR) for nuclear wastes, several mechanisms such as waste form degradation and corrosion could lead to gas generation. The produced gas can potentially overpressurize the repository, alter the hydraulic and mechanical properties of the host rock and affect the long term containment function of the natural (host rock) and engineered barriers. Thus, the understanding of the gas migration within the host rock and engineered barriers and the associated potential impacts on their integrity is important for the safety assessment of a DGR. In this paper, a coupled hydro-mechanical model for predicting and simulating the gas migration in sedimentary host rock is presented. A detailed formulation coupling moisture (liquid water and water vapor) and gas transfer in a deformable porous medium is given. The model takes into account the damage-controlled fluid (gas, water) flow as well as the coupling of hydraulic and mechanical processes (e.g., stress, deformation). The model also considers the coupling of the diffusion coefficient with mechanical deformation as well as considers the modification of capillary pressure due to the variation of permeability and porosity. The prediction capability of the developed model is tested against laboratory scale and in situ experiments conducted on potential host sedimentary rocks for nuclear waste disposal. The model predictions are in good agreement with the experimental results. The numerical simulations of the laboratory and field gas injection tests provide a better understanding of the mechanisms of gas migration and the potential effects of excessive gas pressure on the host sedimentary rocks. This research work has allowed us to identify key features related to gas generation and migration that are considered important in the long term safety assessment of a DGR in sedimentary host formations.
机译:在用于核废料的深层地质处置库(DGR)中,诸如废料降解和腐蚀等多种机制可能导致气体产生。产生的气体可能会使储层压力过大,改变基质岩石的水力和机械性能,并影响天然(基质岩石)和工程屏障的长期围堵功能。因此,对于DGR的安全性评估而言,了解母岩和工程屏障内的气体运移及其相关的潜在影响对其完整性至关重要。本文提出了一种耦合力学模型,用于预测和模拟沉积岩中的气体运移。给出了在可变形多孔介质中耦合水分(液态水和水蒸气)和气体传输的详细配方。该模型考虑了受破坏控制的流体(气体,水)流以及液压和机械过程的耦合(例如应力,变形)。该模型还考虑了扩散系数与机械变形的耦合,并考虑了由于渗透率和孔隙率变化而引起的毛细管压力的变化。针对实验室规模和在潜在的用于核废料处置的宿主沉积岩上进行的原位实验,测试了开发模型的预测能力。模型预测与实验结果吻合良好。实验室和野外气体注入试验的数值模拟可以更好地理解气体运移的机理以及气体压力过高对宿主沉积岩的潜在影响。这项研究工作使我们能够确定与气体产生和迁移有关的关键特征,这些特征在沉积基质地层中DGR的长期安全评估中被认为是重要的。

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