Miscible fluid displacement stability in unconfined porous media: Two-dimensional flow experiments and simulations

被引:58
|
作者
Jawitz, JW
Annable, MD
Rao, PSC
机构
[1] Univ Florida, Dept Environm Engn Sci, Gainesville, FL 32611 USA
[2] Univ Florida, Interdisciplinary Program Hydrol Sci, Gainesville, FL 32611 USA
[3] Univ Florida, Dept Soil & Water Sci, Gainesville, FL 32611 USA
关键词
unconfined aquifers; miscible displacements; cosolvents; numerical models; scale models; dye tracers;
D O I
10.1016/S0169-7722(97)00062-4
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
In situ flushing groundwater remediation technologies, such as cosolvent flushing, rely on the stability of the interface between the resident and displacing fluids for efficient removal of contaminants. Contrasts in density and viscosity between the resident and displacing fluids can adversely affect the stability of the displacement front. Petroleum engineers have developed techniques to describe these types of processes; however, their findings do not necessarily translate directly to aquifer remediation. The purpose of this laboratory study was to investigate how density and viscosity contrasts affected cosolvent displacements in unconfined porous media characterized by the presence of a capillary fringe. Two-dimensional flow laboratory experiments, which were partially scaled to a cosolvent flushing field experiment, were conducted to determine potential implications of flow instabilities in homogeneous sand packs. Numerical simulations were also conducted to investigate the differential impact of fluid property contrasts in unconfined and confined systems. The results from these experiments and simulations indicated that the presence of a capillary fringe was an important factor in the displacement efficiency. Buoyant forces can act to carry a Lighter-than-water cosolvent preferentially into the capillary fringe during displacement of the resident groundwater. During subsequent water flooding, buoyancy forces can act to effectively trap the cosolvent in the capillary fringe, contributing to the inefficient removal of cosolvent from the aquifer. (C) 1998 Elsevier Science B.V.
引用
收藏
页码:211 / 230
页数:20
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