Shear-thinning fluids for gravity and anisotropy mitigation during soil remediation in the vadose zone

被引:17
作者
Maire, Julien [1 ]
Brunol, Emmanuelle [1 ]
Fatin-Rouge, Nicolas [1 ]
机构
[1] Univ Bourgogne Franche Comte, Inst UTINAM, CNRS, UMR 6213, 16 Route Gray, F-25030 Besancon, France
关键词
Surfactant foam; in situ environmental remediation; Vadose zone; Shear-thinning fluids; Soil anisotropy; HETEROGENEOUS POROUS-MEDIA; ENHANCED OIL-RECOVERY; IN-SITU REMOVAL; FOAM; SURFACTANT; FLOW; VISUALIZATION; MOBILITY; SAND; DISPLACEMENT;
D O I
10.1016/j.chemosphere.2018.01.101
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Surfactant foam has been proposed as an effective treatment fluid for in situ environmental remediation of soils. In the vadose zone, it could improve treatment homogeneity, but its use remains challenging. To better understand and predict foam formation and propagation in vadose zone, we studied them in 24 soils with wide range of properties (including permeability: 2 10(-12) to 3.3 10(-9) m(2)). Foam rheology showed to be complex and mostly influenced by soil permeability and grading. Below 2 10(-11) m(2), foam propagation velocity was not influenced by permeability. Conversely, slight shear thinning to Newtonian behavior was observed for higher permeabilities. Benefits for remediation in anisotropic vadose zones and the injection strategies (mobility control agent or blocking agent) were discussed. Moreover, different methods of foam injection were compared over the range of soil permeability. It showed that "surfactant alternating gas" method was the most suitable for soil permeability lower than 5 10(-10) m(2) to avoid soil fracturing. Conversely, in higher permeability soils, pre-generated foam was required to get high viscosity foam. Foam and xanthan polymer solution behaviors were compared across the range of permeability studied. They show similarities, and the benefits of one among the other should be evaluated for each specific case. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:661 / 669
页数:9
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