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Investigation of Mass Flux Reduction as a Function of Source-Zone Mass Removal for Immiscible-Liquid Contaminated Aquifers

机译:不混溶液体污染含水层的质量通量减少与源区质量去除的函数关系研究

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摘要

The magnitude of contaminant mass flux reduction associated with a specific amount of contaminant mass removed is a key consideration for evaluating the effectiveness of a source-zone remediation effort. Thus, there is great interest in characterizing, estimating and predicting relationships between mass flux reduction and mass removal. Intermediate-scale flow- cell experiments and published data for several field studies were examined to evaluate factors controlling the mass-flux-reduction/mass-removal relationship. Flow-cell experiments evaluated the impact of source-zone architecture and flow-field heterogeneity on mass-flux-reduction/mass-removal behavior. Significant reductions in mass flux occurred for systems wherein immiscible-liquid mass was present at both residual saturation and in high saturation pools. For a system with immiscible liquid present in multiple zones of different permeability, an increase in mass flux was observed for late stages of mass removal. Image analysis confirmed that the late stage increase in mass flux was attributed to changes in relative permeability. Early reductions in mass flux were also observed for systems wherein immiscible-liquid mass was poorly accessible to flowing water. End-point analysis, based on comparing masses and mass fluxes measured before and after a source-zone remediation effort, conducted for 21 field remediation projects ranged from slightly less than to slightly greater than one-to-one. Time-continuous analysis, based on continuous monitoring of mass removal and mass flux, performed for two sites illustrated the dependence of the mass-flux-reduction/mass-removal relationship on source-zone architecture and mass-transfer processes. Minimal mass flux reduction was observed for a system wherein mass removal was relatively efficient. Conversely, a significant degree of mass flux reduction was observed for a site wherein mass removal was inefficient. A simple mass-removal function was used to evaluate the measured data at both the intermediate and field scales. This function was unable to capture the complex behavior observed for some of the systems unless specific measurable system parameters were incorporated into the function. Finally, mathematical models of varying complexity used to simulate immiscible liquid dissolution illustrated the dependence of the calibrated dissolution rate coefficient on implicit and explicit consideration of larger-scale factors influencing immiscible liquid dissolution.
机译:与特定数量的污染物去除量相关的污染物质量通量减少的幅度是评估源区修复工作有效性的关键考虑因素。因此,在表征,估计和预测质量通量减少和质量去除之间的关系方面引起了极大的兴趣。中级规模的流通池实验和一些现场研究的公开数据进行了研究,以评估控制质量通量减少/质量去除关系的因素。流动槽实验评估了源区结构和流场异质性对减少质量通量/去除质量行为的影响。对于在残留饱和度和高饱和度池中都存在不混溶液体质量的系统,质量通量显着降低。对于在不同渗透率的多个区域中存在不混溶液体的系统,在质量去除的后期观察到质量通量增加。图像分析证实,质量通量的后期增加归因于相对磁导率的变化。对于其中不混溶液体质量几乎不易流动的水的系统,也观察到质量通量的早期降低。根据对源区修复工作前后测得的质量和通量的比较,对21个现场修复项目进行的端点分析范围从略小于到大于大于一对一。对两个位置进行的基于质量去除和质量通量的连续监测的时间连续分析说明了质量通量减少/质量去除关系对源区结构和质量转移过程的依赖性。对于其中质量去除相对有效的系统,观察到最小的质量通量降低。相反,对于质量去除效率低的部位,观察到明显的质量通量降低。一个简单的质量去除函数用于评估中级和现场规模的测量数据。除非将特定的可测量系统参数合并到该功能中,否则该功能无法捕获某些系统所观察到的复杂行为。最后,用于模拟不溶混液体溶解度的各种复杂度的数学模型说明了校正溶出速率系数对影响不溶混液体溶解度的较大因素的隐式和显式考虑的依赖性。

著录项

  • 作者

    DiFilippo Erica Lynne;

  • 作者单位
  • 年度 2008
  • 总页数
  • 原文格式 PDF
  • 正文语种 EN
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