Liedl Rudolf, Ptak Thomas
Applied Geology, University of Tuebingen, Sigwartstrasse 10, 72076 Tübingen, Germany.
J Contam Hydrol. 2003 Nov;66(3-4):239-59. doi: 10.1016/S0169-7722(03)00028-7.
A new reactive transport modelling approach and examples of its application are presented, dealing with the impact of sorption/desorption kinetics on the spreading of solutes, e.g. organic contaminants, in groundwater. Slow sorption/desorption is known from the literature to be strongly responsible for the retardation of organic contaminants. The modelling concept applied in this paper quantifies sorption/desorption kinetics by an intra-particle diffusion approach. According to this idea, solute uptake by or release from the aquifer material is modelled at small scale by a "slow" diffusion process where the diffusion coefficient is reduced as compared to the aqueous diffusion coefficient due to (i) the size and shape of intra-particle pores and (ii) retarded transport of solutes within intra-particle pores governed by a nonlinear sorption isotherm. This process-based concept has the advantage of requiring only measurable model parameters, thus avoiding fitting parameters like first-order rate coefficients. In addition, the approach presented here allows for modelling of slow sorption/desorption in lithologically nonuniform media. Therefore, it accounts for well-known experimental findings indicating that sorptive properties depend on (i) the grain size distribution of the aquifer material and (ii) the lithological composition (e.g. percentage of quartz, sandstone, limestone, etc.) of each grain size fraction. The small-scale physico-chemical model describing sorption/desorption is coupled to a large-scale model of groundwater flow and solute transport. Consequently, hydraulic heterogeneities may also be considered by the overall model. This coupling is regarded as an essential prerequisite for simulating field-scale scenarios which will be addressed by a forthcoming publication. This paper focuses on mathematical model formulation, implementation of the numerical code and lab-scale model applications highlighting the sorption and desorption behavior of an organic contaminant (Phenanthrene) with regard to three lithocomponents exhibiting different sorptive properties. In particular, it is shown that breakthrough curves (BTCs) for lithologically nonuniform media cannot be obtained via simple arithmetic averaging of breakthrough curves for lithologically uniform media. In addition, as no analytical solutions are available for model validation purposes, simulation results are compared to measurements from lab-scale column experiments. The model results indicate that the new code can be regarded as a valuable tool for predicting long-term contaminant uptake or release, which may last for several hundreds of years for some lithocomponents. In particular, breakthrough curves simulated by pure forward modelling reproduce experimental data much better than a calibrated standard first-order kinetics reactive transport model, thus indicating that the new approach is of high quality and may be advantageously used for supporting the design of remediation strategies at contaminated sites where some lithocomponents and/or grain size classes may provide a long-term pollutant source.
本文介绍了一种新的反应输运建模方法及其应用实例,该方法用于处理吸附/解吸动力学对溶质(如有机污染物)在地下水中扩散的影响。从文献中可知,缓慢的吸附/解吸是导致有机污染物滞留的主要原因。本文应用的建模概念通过颗粒内扩散方法对吸附/解吸动力学进行量化。根据这一思路,含水层物质对溶质的吸收或释放通过一个“缓慢”的扩散过程在小尺度上进行模拟,由于(i)颗粒内孔隙的大小和形状,以及(ii)由非线性吸附等温线控制的溶质在颗粒内孔隙中的滞后传输,该扩散系数相比于水相扩散系数有所降低。这种基于过程的概念的优点是只需要可测量的模型参数,从而避免了诸如一级速率系数等拟合参数。此外,本文提出的方法能够对岩性非均匀介质中的缓慢吸附/解吸进行建模。因此,它考虑了众所周知的实验结果,即吸附特性取决于(i)含水层物质的粒度分布,以及(ii)每个粒度级分的岩性组成(如石英、砂岩、石灰岩等的百分比)。描述吸附/解吸的小尺度物理化学模型与地下水流动和溶质输运的大尺度模型相耦合。因此,整体模型也可以考虑水力非均质性。这种耦合被视为模拟现场尺度情景的一个基本前提,这将在即将发表的一篇论文中进行探讨。本文重点关注数学模型的构建、数值代码的实现以及实验室尺度模型的应用,并突出了一种有机污染物(菲)相对于三种具有不同吸附特性的岩性组分的吸附和解吸行为。特别值得指出的是,如果对岩性均匀的介质仅通过简单算术平均来计算其穿透曲线(BTCs),则无法获得岩性非均匀介质中的穿透曲线。此外,由于没有用于模型验证的解析解,因此将模拟结果与实验室尺度柱实验的测量结果进行了比较。模型结果表明,新代码可被视为预测长期污染物吸收或释放的一个有价值的工具,对于某些岩性组分而言,这种吸收或释放可能持续数百年。特别是,通过纯正向建模模拟的穿透曲线比校准后的标准一级动力学反应输运模型能更好地重现实验数据,这表明新方法具有较高的质量,可有利地用于支持在受污染场地设计修复策略,在这些场地中,某些岩性组分和/或粒度类别可能会成为长期的污染源。