Flow channeling in a single fracture induced by shear displacement

被引:88
作者
Auradou, Harold
Drazer, German
Boschan, Alejandro
Hulin, Jean-Pierre
Koplik, Joel
机构
[1] Univ Paris 06, CNRS, UMR 7608, Lab Fluides Automat & Syst Therm, F-91405 Orsay, France
[2] Univ Paris 11, F-91400 Orsay, France
[3] CUNY City Coll, Dept Phys, Benjamin Levich Inst, New York, NY 10031 USA
[4] Johns Hopkins Univ, Dept Chem & Biomol Engn, Baltimore, MD 21218 USA
[5] Fac Ingn, Grp Medios Porosos, RA-1063 Buenos Aires, DF, Argentina
关键词
fracture; self-affine; fractal; permeability; hydrodynamic; mixing; dispersion; hot dry rock;
D O I
10.1016/j.geothermics.2006.11.004
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
The effect on the transport properties of a fracture of a shear displacement (u) over right arrow between its complementary surfaces is investigated experimentally and numerically. The shear displacement (u) over right arrow induces an anisotropy of the fracture aperture field with a correlation length scaling of vertical bar(u) over right arrow vertical bar, which is significantly larger in the direction perpendicular to (u) over right arrow. This reflects the presence of long fluid flow channels perpendicular to the shear displacement, resulting in a higher effective permeability in that direction. Such channels will have a strong influence on the transport characteristics of a fracture, such as, for instance, its thermal exchange area, crucial for geothermal applications. Miscible displacement fronts in shear-displaced fractures obtained experimentally display a self-affine geometry with a characteristic exponent directly related to that of the fracture surfaces. We present a simple model, based on the channeling of the aperture field, which reproduces the front geometry when the mean flow is parallel to the channels created by the shear displacement. (c) 2006 CNR. Published by Elsevier Ltd. All rights reserved.
引用
收藏
页码:576 / 588
页数:13
相关论文
共 18 条
[1]   Permeability anisotropy induced by the shear displacement of rough fracture walls [J].
Auradou, H ;
Drazer, G ;
Hulin, JP ;
Koplik, J .
WATER RESOURCES RESEARCH, 2005, 41 (09) :1-10
[2]   Experimental study of miscible displacement fronts in rough self-affine fractures [J].
Auradou, H ;
Hulin, JP ;
Roux, S .
PHYSICAL REVIEW E, 2001, 63 (06) :066306/1-066306/10
[3]   The morphology of fracture surfaces: A tool for understanding crack propagation in complex materials [J].
Bouchaud, E .
SURFACE REVIEW AND LETTERS, 2003, 10 (05) :797-814
[4]   FLUID-FLOW THROUGH ROCK JOINTS - THE EFFECT OF SURFACE-ROUGHNESS [J].
BROWN, SR .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH AND PLANETS, 1987, 92 (B2) :1337-1347
[5]  
DEZAYES C, 2004, GEOTHERMAL RESOURCES, V28, P213
[6]   Self-affine fronts in self-affine fractures: Large and small-scale structure [J].
Drazer, G ;
Auradou, H ;
Koplik, J ;
Hulin, JP .
PHYSICAL REVIEW LETTERS, 2004, 92 (01) :4
[7]   Transport in rough self-affine fractures [J].
Drazer, G ;
Koplik, J .
PHYSICAL REVIEW E, 2002, 66 (02) :1-026303
[8]   Permeability of self-affine rough fractures [J].
Drazer, G ;
Koplik, J .
PHYSICAL REVIEW E, 2000, 62 (06) :8076-8085
[9]  
Evans KF, 2005, GEOPHYS J INT, V160, P388, DOI [10.1111/j.1365-246X.2004.02474.x, 10.1111/J.1365-246X.2004.02474.X]
[10]  
Feder J., 1988, Fractals, DOI [DOI 10.1007/978-1-4899-2124-6, 10.1007/978-1-4899-2124-6]