Dense, viscous brine behavior in heterogeneous porous medium systems

被引:5
|
作者
Wright, D. Johnson [1 ]
Pedit, J. A. [1 ]
Gasda, S. E. [1 ]
Farthing, M. W. [2 ]
Murphy, L. L. [3 ]
Knight, S. R. [4 ]
Brubaker, G. R. [4 ]
Miller, C. T. [1 ]
机构
[1] Univ N Carolina, Dept Environm Sci & Engn, Chapel Hill, NC 27599 USA
[2] USA, Engineer Res & Dev Ctr, Vicksburg, MS 39180 USA
[3] CH2M Hill Inc, Atlanta, GA 30346 USA
[4] AECOM, Morrisville, NC 27560 USA
基金
美国国家科学基金会;
关键词
DNAPL; Remediation; Instabilities; Fingering; Modeling; CONCENTRATION-GRADIENT DISPERSION; DEPENDENT GROUNDWATER-FLOW; VARIABLE-DENSITY; SOLUTE TRANSPORT; STOCHASTIC-ANALYSIS; CONTROLLED-RELEASE; BOUNDARY-CONDITION; MISCIBLE FLUIDS; FINITE ELEMENT; SALT LAKE;
D O I
10.1016/j.jconhyd.2010.03.005
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The behavior of dense, viscous calcium bromide brine solutions used to remediate systems contaminated with dense nonaqueous phase liquids (DNAPLs) is considered in laboratory and field porous medium systems. The density and viscosity of brine solutions are experimentally investigated and functional forms fit over a wide range of mass fractions. A density of 1.7 times, and a corresponding viscosity of 6.3 times, that of water is obtained at a calcium bromide mass fraction of 0.53. A three-dimensional laboratory cell is used to investigate the establishment, persistence, and rate of removal of a stratified dense brine layer in a controlled system. Results from a field-scale experiment performed at the Dover National Test Site are used to investigate the ability to establish and maintain a dense brine layer as a component of a DNAPL recovery strategy, and to recover the brine at sufficiently high mass fractions to support the economical reuse of the brine. The results of both laboratory and field experiments show that a dense brine layer can be established, maintained, and recovered to a significant extent. Regions of unstable density profiles are shown to develop and persist in the field-scale experiment, which we attribute to regions of low hydraulic conductivity. The saturated-unsaturated, variable-density groundwater flow simulation code SUTRA is modified to describe the system of interest, and used to compare simulations to experimental observations and to investigate certain unobserved aspects of these complex systems. The model results show that the standard model formulation is not appropriate for capturing the behavior of sharp density gradients observed during the dense brine experiments. (C) 2010 Elsevier B.V. All rights reserved.
引用
收藏
页码:46 / 63
页数:18
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