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A DFN based 3D numerical approach for modeling coupled groundwater flow and solute transport in fractured rock mass

机译:基于DFN的3D数值方法用于模拟裂隙岩体中地下水流动与溶质运移的耦合

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摘要

Understanding of water and mass transfer in fractured rock mass is essential to the safety and environmental problems associated with rock engineering. It is still challenging to precisely predict the transport behaviors of water and solute in rock mass due to the large computational requirements when considering the presence of massive fractures and the mass exchange between rock matrix and fractures. Based on the discrete fracture network (DFN) model, a three-dimensional (3D) numerical approach is proposed to investigate the coupling behavior of groundwater flow and solute transport in fractured rock mass. Utilizing a stochastically generated fracture-matrix system, numerical simulation for groundwater flow and solute transport is implemented for both rock matrix and fractures with finite element method (FEM). With rock matrix discretized as tetrahedral elements and discrete fractures represented by zero-thickness elements, the modeling complexity is significantly reduced. The proposed approach is validated with various means including analytical, experimental and numerical methods. It is further employed to simulate the mass transport process in rock mass containing large-scale fracture network, predict the solute concentration distribution and estimate the dominant factors influencing the solute field. From the results, the main features of mass transfer in fractured rock mass are captured. Water convection in fractures could greatly affect the distribution of the solute concentration, indicating that the discrete fractures play an important role in accelerating the mass transport. The diffusion coefficient of the rock matrix also alters the overall transport characteristics of solute species, which should not be ignored for a precise prediction. The findings of this study could provide a direct reference for optimizing the pollutant treatment plan and the construction design of the radioactive waste repository.
机译:对于与岩石工程相关的安全和环境问题,了解裂隙岩体中的水和质量传递至关重要。考虑到大量裂缝的存在以及岩体与裂缝之间的质量交换,由于计算量大,因此精确预测水和溶质在岩体中的运移行为仍然具有挑战性。基于离散裂缝网络(DFN)模型,提出了三维(3D)数值方法来研究裂隙岩体中地下水流与溶质运移的耦合行为。利用随机生成的裂缝矩阵系统,利用有限元方法(FEM)对岩体和裂缝的地下水流和溶质运移进行了数值模拟。岩石矩阵离散为四面体单元,离散裂缝以零厚度单元为代表,建模复杂度大大降低。所提出的方法已通过多种手段进行了验证,包括分析,实验和数值方法。进一步用于模拟包含大规模裂隙网络的岩体中的传质过程,预测溶质浓度分布并估算影响溶质场的主导因素。从结果可以看出裂隙岩体中传质的主要特征。裂缝中的水对流会极大地影响溶质浓度的分布,这表明离散的裂缝在加速传质方面起着重要的作用。岩石基质的扩散系数也改变了溶质种类的整体传输特性,为进行精确的预测不容忽视。本研究结果可为优化污染物处理计划和放射性废物处置库的建设设计提供直接参考。

著录项

  • 来源
    《International Journal of Heat and Mass Transfer》 |2020年第3期|119179.1-119179.15|共15页
  • 作者

  • 作者单位

    State Key Laboratory of Water Resources and Hydropower Engineering Science Wuhan University Wuhan 430072 China Faculty of Engineering China University of Geosciences Wuhan 430074 China Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering Ministry of Education Wuhan University Wuhan 430072 China;

    State Key Laboratory of Water Resources and Hydropower Engineering Science Wuhan University Wuhan 430072 China;

    Changjiang Institute of Survey Planning Design and Research Wuhan 430010 China National Dam Safety Research Center Wuhan 430010 China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Fractured rock mass; Groundwater flow; Solute transport; Discrete fracture network; 3D FE modeling;

    机译:破碎的岩体;地下水流量;溶质运输;离散断裂网络;3D FE建模;

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