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An upscaled approach for transport in media with extended tailing due to back-diffusion using analytical and numerical solutions of the advection dispersion equation

机译:使用对流弥散方程的解析解和数值解的一种扩展方法,用于在因尾向扩散而导致尾矿延伸的介质中进行传输

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The mono-continuum advection-dispersion equation (mADE) is commonly regarded as unsuitable for application to media that exhibit rapid breakthrough and extended tailing associated with diffusion between high and low permeability regions. This paper demonstrates that the mADE can be successfully used to model such conditions if certain issues are addressed. First, since hydrodynamic dispersion, unlike molecular diffusion, cannot occur upstream of the contaminant source, models must be formulated to prevent "back-dispersion." Second, large variations in aquifer permeability will result in differences between volume-weighted average concentration (resident concentration) and flow-weighted average concentration (flux concentration). Water samples taken from wells may be regarded as flux concentrations, while soil samples may be analyzed to determine resident concentrations. While the mADE is usually derived in terms of resident concentration, it is known that a mADE of the same mathematical form may be written in terms of flux concentration. However, when solving the latter, the mathematical transformation of a flux boundary condition applied to the resident mADE becomes a concentration type boundary condition for the flux mADE. Initial conditions must also be consistent with the form of the niADE that is to be solved. Thus, careful attention must be given to the type of concentration data that is available, whether resident or flux concentrations are to be simulated, and to boundary and initial conditions. We present 3-D analytical solutions for resident and flux concentrations, discuss methods of solving numerical models to obtain resident and flux concentrations, and compare results for hypothetical problems. We also present an upscaling method for computing "effective" dispersivities and other mADE model parameters in terms of physically meaningful parameters in a diffusion-limited mobile-immobile model. Application of the latter to previously published studies of systems that exhibit early breakthrough and extended tailing shows that the upscaled mADE model is able to describe the observed behavior with reasonable accuracy given only known physical parameters for the systems without any model calibration. (C) 2015 Elsevier B.V. All rights reserved.
机译:单连续对流扩散方程(mADE)通常被认为不适用于显示与高渗透率区域和低渗透率区域之间扩散相关的快速突破和扩展拖尾的介质。本文证明,如果解决了某些问题,mADE可以成功地用于对这种情况进行建模。首先,由于与分子扩散不同,流体动力扩散不能在污染物源的上游发生,因此必须制定模型以防止“反向扩散”。第二,含水层渗透率的大变化将导致体积加权平均浓度(驻留浓度)和流量加权平均浓度(流量浓度)之间的差异。从井中采集的水样可以视为通量浓度,而可以对土壤样品进行分析以确定居民浓度。尽管mADE通常是根据驻留浓度得出的,但众所周知,可以用通量浓度来写出相同数学形式的mADE。然而,当求解后者时,施加于驻留mADE的通量边界条件的数学变换成为通量mADE的集中型边界条件。初始条件还必须与要求解的niADE的形式一致。因此,必须仔细注意可用的浓度数据类型,无论是模拟居民浓度还是通量浓度,以及边界条件和初始条件。我们提出了居民和通量浓度的3-D分析解决方案,讨论了求解数值模型以获得居民和通量浓度的方法,并比较了假设问题的结果。我们还提出了一种升级方法,用于根据扩散受限的移动固定模型中的物理意义参数来计算“有效”分散度和其他mADE模型参数。将后者应用于先前展示的具有较早突破和扩展拖尾功能的系统的研究表明,仅针对已知的系统物理参数,无需进行任何模型校准,上乘的mADE模型就能够以合理的精度描述观察到的行为。 (C)2015 Elsevier B.V.保留所有权利。

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