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2-D radial analytical solutions for solute transport in a dual-porosity medium

机译:用于双孔隙介质中溶质运移的二维径向分析解决方案

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摘要

This study presents 2-D analytical solutions for advective solute transport within a macropore with simultaneous radial diffusion into an unbounded soil matrix. Solutions for three conditions are derived: (1) an instantaneous release of solute into a macropore, (2) a constant concentration of solute at the top of a macropore, and (3) a pulse release of solute into a macropore. A system of two governing equations was solved by the Laplace transform method for solute concentration as a function of space and time. Substituting the asymptotic approximations of the modified Bessel functions, we also obtained approximate solutions for all three cases. For instantaneous and pulse-type releases of solutes, the solutes initially diffuse into the soil matrix and then reverse direction away from the matrix as they diminish in the macropore. The matrix behaves as a long-term contaminant source creating long tails in the breakthrough curves. Comparisons between the exact and approximate solutions for all three conditions show that the asymptotic approximations are accurate for relatively short periods of solute movement, with increasing error as time and transport distances increase. The analytical solutions were compared with one set of experimental data and also numerical simulations for contaminant transport in a cylindrical dual-porosity medium. The analytical solutions for case 3 represented the experimental data reported in the literature well. Comparisons with numerical simulations in a two-dimensional cylindrical domain that included dispersion in the macropore and advection in the matrix showed that the error caused by neglecting these two processes was minimal when a relatively low permeability matrix was considered for case 2.
机译:这项研究提出了对流溶质在大孔内同时径向扩散到无边界土壤基质中的二维溶质运移的解析方法。得出三个条件的解:(1)溶质瞬时释放到大孔中;(2)在大孔顶部恒定浓度的溶质;和(3)溶质脉冲释放到大孔中。用拉普拉斯变换法求解了两个控制方程组,溶质浓度随时间和空间变化。替代修改后的Bessel函数的渐近逼近,我们还获得了所有这三种情况的逼近解。对于溶质的瞬时和脉冲型释放,溶质最初扩散到土壤基质中,然后随着它们在大孔中的减少而反向远离基质。基质表现为长期污染物源,在突破曲线中形成长尾巴。所有这三个条件的精确解和近似解之间的比较表明,渐近逼近对于溶质运动的相对较短时间是准确的,并且随着时间和传输距离的增加,误差也会增加。将分析解决方案与一组实验数据和数值模拟进行了比较,以分析圆柱形双孔介质中污染物的迁移。案例3的解析解很好地代表了文献中报道的实验数据。在二维圆柱域中与数值模拟的比较(包括大孔中的弥散和基体中的对流)表明,当针对情况2考虑相对较低的渗透率基体时,忽略这两个过程所导致的误差最小。

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  • 来源
    《Water resources research》 |2011年第4期|p.W04507.1-W04507.11|共11页
  • 作者

    Abdullah Cihan; John S. Tyner;

  • 作者单位

    Earth Sciences Division, Lawrence Berkeley National Laboratory,Berkeley, California;

    Biosystems Engineering and Soil Science, University of Tennessee,Knoxville, Tennessee;

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  • 正文语种 eng
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