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改进的 Domenico 三维污染物输运解。

Improved Domenico solution for three-dimensional contaminant transport.

机构信息

Department of Civil Engineering, Indian Institute of Technology Madras, Chennai, India.

Department of Civil Engineering, Indian Institute of Technology Madras, Chennai, India.

出版信息

J Contam Hydrol. 2021 Dec;243:103897. doi: 10.1016/j.jconhyd.2021.103897. Epub 2021 Oct 9.

Abstract

The Domenico solution is a widely used analytical solution in screening tools such as BioScreen, FATE5, BioChlor, ART3D, ArcNLET, Quick-Domenico, etc., to simulate the three-dimensional transport of reactive contaminants in groundwater. While being approximate, this solution presents a convenient closed-form expression for computing plume contaminant concentrations without the need for numerical integration. Previous studies have mathematically shown that the Domenico solution provides correct estimates of contaminant plume concentrations when the value of longitudinal dispersivity is zero. However, under non-zero longitudinal dispersivity values, the errors in the Domenico solution increase, especially at plume locations beyond the advective front. The nature of these errors places severe limitations on the applicability of the Domenico solution in simulating realistic contaminant transport problems. Here, we present a new closed-form solution for three-dimensional (3D) reactive contaminant transport that overcomes this limitation. We introduce the concept of characteristic residence time, which represents the average time taken by a contaminant particle to reach a given (x, y, z) location. We show that along the plume centerline, the characteristic residence time exhibits three features, (i) initial linear response with a slope equal to the inverse of advection velocity, (ii) final saturation response with a maximum value of simulation time (iii) transition between the initial and final responses at the region surrounding the advective front, with sharper transitions at lower longitudinal dispersivities and smoother transitions at higher longitudinal dispersivities. We calibrate the Ramberg-Osgood function to fit the behavior of the characteristic residence time along the plume centerline and use this to develop a new and improved closed-form approximation for the Domenico solution. Without any additional computational effort, our new and improved solution better approximates the solute concentrations of a three-dimensional contaminant plume under realistic values of longitudinal dispersivity. Our improved solution closely matches the exact analytical solution, especially at plume locations beyond the advective front, where the Domenico solution performs poorly. Existing screening tools can be readily be retrofitted with the new and improved solution to provide more accurate estimates for plume concentrations.

摘要

多梅尼科解决方案是生物筛选、FATE5、BioChlor、ART3D、ArcNLET、Quick-Domenico 等筛选工具中广泛使用的分析解决方案,用于模拟地下水中反应性污染物的三维运移。虽然这是一种近似方法,但它提供了一种方便的封闭形式表达式,可用于计算羽流污染物浓度,而无需进行数值积分。先前的研究已经从数学上证明,当纵向弥散度值为零时,多梅尼科解决方案提供了污染物羽流浓度的正确估计。然而,在非零纵向弥散度值下,多梅尼科解决方案的误差会增加,特别是在羽流前锋之外的位置。这些误差的性质严重限制了多梅尼科解决方案在模拟实际污染物运移问题中的适用性。在这里,我们提出了一种新的三维(3D)反应性污染物运移的封闭形式解决方案,克服了这一限制。我们引入了特征停留时间的概念,它代表污染物颗粒到达给定(x,y,z)位置所需的平均时间。我们表明,在羽流中心线,特征停留时间具有三个特征,(i)初始线性响应,斜率等于迁移速度的倒数,(ii)最终饱和响应,最大值为模拟时间(iii)在迁移前锋周围区域的初始和最终响应之间的过渡,在较低的纵向弥散度下过渡更陡峭,在较高的纵向弥散度下过渡更平滑。我们使用 Ramberg-Osgood 函数对特征停留时间沿羽流中心线的行为进行校准,并使用该函数为多梅尼科解决方案开发了一个新的改进的封闭形式近似值。无需任何额外的计算工作,我们的新改进解决方案在更实际的纵向弥散度值下,更好地近似三维污染物羽流的溶质浓度。我们的改进解决方案与精确解析解非常吻合,特别是在羽流前锋之外的位置,多梅尼科解决方案在这些位置表现不佳。现有的筛选工具可以很容易地用新的和改进的解决方案进行改装,为羽流浓度提供更准确的估计。

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