Numerical simulations examining the relationship between wall-roughness and fluid flow in rock fractures

被引:139
作者
Crandall, Dustin [1 ]
Bromhal, Grant [1 ]
Karpyn, Zuleima T. [2 ]
机构
[1] Natl Energy Technol Lab, Geosci Div, Morgantown, WV 26507 USA
[2] Penn State Univ, Dept Energy & Mineral Engn, University Pk, PA 16802 USA
关键词
Fracture roughness; CT scanning; Navier-Stokes; Rock fractures; RELATIVE PERMEABILITY; CAPILLARY-PRESSURE; FRACTAL DIMENSION; MULTIPHASE-FLOW; NAVIER-STOKES; MODEL; DISSOLUTION; TRANSPORT; APERTURE;
D O I
10.1016/j.ijrmms.2010.03.015
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Understanding how fracture wall-roughness affects fluid flow is important when modeling many subsurface transport problems. Computed tomography scanning provides a unique view of rock fractures, allowing the measurement of fracture wall-roughness, without destroying the initial rock sample. For this computational fluid dynamics study, we used several different methods to obtain three-dimensional meshes of a computed tomography scanned fracture in Berea sandstone. These volumetric meshes had different wall-roughnesses, which we characterized using the Joint Roughness Coefficient and the fractal dimension of the fracture profiles. We then related these macroscopic roughness parameters to the effective flow through the fractures, asdetermined from Navier-Stokes numerical models. Thus, we used our fracture meshes to develop relationships between the observed roughness properties of the fracture geometries and flow parameters that are of importance for modeling flow through fractures in field scale models. Fractures with high Joint Roughness Coefficients and fractal dimensions were shown to exhibit tortuous flow paths, be poorly characterized by the mean geometric aperture, and have a fracture transmissivity 35 times smaller than the smoother modeled fracture flows. Published by Elsevier Ltd.
引用
收藏
页码:784 / 796
页数:13
相关论文
共 45 条
[1]   Fluid flow through ramified structures [J].
Almeida, MP ;
Andrade, JS ;
Buldyrev, SV ;
Cavalcante, FSA ;
Stanley, HE ;
Suki, B .
PHYSICAL REVIEW E, 1999, 60 (05) :5486-5494
[2]   A MATHEMATICAL-MODEL FOR FLOW AND SOLUTE TRANSPORT IN NONHOMOGENEOUS ROCK FRACTURES [J].
AMADEI, B ;
ILLANGASEKARE, T .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES & GEOMECHANICS ABSTRACTS, 1994, 31 (06) :719-731
[3]  
[Anonymous], 2005, GEOPHYS MONOGRAPH SE
[4]  
Barton N., 1977, Rock Mechanics, V10, P1, DOI 10.1007/BF01261801
[5]  
Bear J., 1992, DYNAMICS FLUIDS PORO
[7]   Measurement of aperture distribution, capillary pressure, relative permeability, and in situ saturation in a rock fracture using computed tomography scanning [J].
Bertels, SP ;
DiCarlo, DA ;
Blunt, MJ .
WATER RESOURCES RESEARCH, 2001, 37 (03) :649-662
[8]   Experimental observation of fluid flow channels in a single fracture [J].
Brown, S ;
Caprihan, A ;
Hardy, R .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 1998, 103 (B3) :5125-5132
[9]   TRANSPORT OF FLUID AND ELECTRIC-CURRENT THROUGH A SINGLE FRACTURE [J].
BROWN, SR .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH AND PLANETS, 1989, 94 (B7) :9429-9438
[10]   SIMPLE MATHEMATICAL-MODEL OF A ROUGH FRACTURE [J].
BROWN, SR .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 1995, 100 (B4) :5941-5952