首页> 外文期刊>Journal of Contaminant Hydrology >Determination of spatially-resolved porosity, tracer distributions and diffusion coefficients in porous media using MRI measurements and numerical simulations
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Determination of spatially-resolved porosity, tracer distributions and diffusion coefficients in porous media using MRI measurements and numerical simulations

机译:使用MRI测量和数值模拟确定多孔介质中空间分辨的孔隙度,示踪剂分布和扩散系数

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This work is focused on measuring the concentration distribution of a conservative tracer in a homogeneous synthetic porous material and in heterogeneous natural sandstone using MRI techniques, and on the use of spatially resolved porosity data to define spatially variable diffusion coefficients in heterogeneous media. The measurements are made by employing SPRITE, a fast MRI method that yields quantitative, spatially-resolved tracer concentrations in porous media. Diffusion experiments involving the migration of H_2O into D_2O-saturated porous media are conducted. One-dimensional spatial distributions of H_2O-tracer concentrations acquired from experiments with the homogeneous synthetic calcium silicate are fitted with the one-dimensional analytical solution of Fick's second law to confirm that the experimental method provides results that are consistent with expectations for Fickian diffusion in porous media. The MRI-measured concentration profiles match well with the solution for Fick's second law and provide a pore-water diffusion coefficient ofl.75×10~(-9)m~2s~(-1). The experimental approach was then extended to evaluate diffusion in a heterogeneous natural sandstone in three dimensions. The relatively high hydraulic conductivity of the sandstone, and the contrast in fluid density between the H_2O tracer and the D_2O pore fluid, lead to solute transport by a combination of diffusion and density-driven advection. The MRI measurements of spatially distributed tracer concentration, combined with numerical simulations allow for the identification of the respective influences of advection and diffusion. The experimental data are interpreted with the aid of MIN3P-D - a multicomponent reactive transport code that includes the coupled processes of diffusion and density-driven advection. The model defines local diffusion coefficients as a function of spatially resolved porosity measurements. The De values calculated for the heterogeneous sandstone and used to simulate diffusive and advective transport range from 5.4×10~(-12) to 1.0×10~(-10)m~2 s~(-1). These methods have broad applicability to studies of contaminant migration in geological materials.
机译:这项工作的重点是使用MRI技术测量均质合成多孔材料和非均质天然砂岩中保守示踪剂的浓度分布,以及使用空间分辨的孔隙度数据来定义非均质介质中空间可变的扩散系数。通过采用SPRITE(快速MRI方法)进行测量,该方法可在多孔介质中产生定量的,空间分辨的示踪剂浓度。进行了涉及H_2O迁移到D_​​2O饱和的多孔介质中的扩散实验。从均质合成硅酸钙的实验中获得的H_2O示踪剂浓度的一维空间分布与菲克第二定律的一维解析解拟合,以确认该实验方法提供的结果与多孔中菲克扩散的预期相符。媒体。 MRI测得的浓度分布与菲克第二定律的解非常吻合,并提供了1.75×10〜(-9)m〜2s〜(-1)的孔隙水扩散系数。然后扩展了实验方法,以评估三维非均质天然砂岩中的扩散。砂岩相对较高的水力传导率,以及H_2O示踪剂与D_2O孔隙流体之间的流体密度对比,通过扩散和密度驱动的对流相结合而导致溶质运移。 MRI对空间分布的示踪剂浓度的测量结果与数值模拟相结合,可以确定对流和扩散的各自影响。借助MIN3P-D(一种包含扩散和密度驱动对流的耦合过程的多组分反应性传输代码)来解释实验数据。该模型将局部扩散系数定义为空间分辨孔隙率测量的函数。计算出的非均质砂岩的De值可用于模拟扩散和对流输运范围为5.4×10〜(-12)至1.0×10〜(-10)m〜2 s〜(-1)。这些方法对地质材料中污染物迁移的研究具有广泛的适用性。

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