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非均匀背景流条件下的传统及组合式抽提处理系统

Conventional and combined pump-and-treat systems under nonuniform background flow.

作者信息

Bayer Peter, Finkel Michael

机构信息

Center for Applied Geoscience, University of Tuebingen, Sigwartstrasse 10, 72076 Tuebingen, Germany.

出版信息

Ground Water. 2006 Mar-Apr;44(2):234-43. doi: 10.1111/j.1745-6584.2005.00191.x.

Abstract

We investigate the performance of vertical hydraulic barriers in combination with extraction wells for the partial hydraulic isolation of contaminated aquifer areas. The potential advantage of such combinations compared to a conventional pump-and-treat system has already been demonstrated in a previous study. Here we extend the scope of the performance analysis to the impact of uncertainty in the regional flow direction as well as to highly heterogeneous aquifer transmissivity distributions. In addition, two new well-barrier scenarios are proposed and analyzed. The hydraulic efficiency of the scenarios is rated based on the expected (mean) reduction of the pumping rate that is required to achieve downgradient contaminant capture. The uncertain spatial distribution of aquifer transmissivity is considered by means of unconditioned Monte Carlo simulations. The significance of uncertain background flow conditions is incorporated by computing minimized pumping rates for deviations of the regional flow direction up to 30 degrees from a normative base case. The results give an answer on how pumping rates have to be changed for each barrier-well combination in order to achieve robust systems. It is exposed that in comparison to installing exclusively wells, the barrier-supported approach generally yields savings in the (average) pumping rate. The particular efficiency is shown to be highly dependent on the interaction of variance and integral scale of transmissivity distribution, well and barrier position, as well as direction of background flow.

摘要

我们研究了垂直水力屏障与抽水井相结合对受污染含水层区域进行部分水力隔离的性能。与传统的抽水处理系统相比,这种组合的潜在优势已在先前的一项研究中得到证明。在此,我们将性能分析的范围扩展到区域水流方向不确定性以及高度非均质含水层 transmissivity 分布的影响。此外,还提出并分析了两种新的井 - 屏障方案。根据实现下游污染物捕获所需抽水量的预期(平均)减少量来评估这些方案的水力效率。通过无条件蒙特卡罗模拟考虑含水层 transmissivity 的不确定空间分布。通过计算区域水流方向相对于规范基准情况偏差达 30 度时的最小抽水量,纳入不确定背景水流条件的影响。结果给出了为实现稳健系统,每种屏障 - 井组合的抽水量必须如何变化的答案。结果表明,与仅安装井相比,屏障辅助方法通常能降低(平均)抽水量。具体效率高度依赖于 transmissivity 分布的方差和积分尺度、井和屏障位置以及背景水流方向之间的相互作用。

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