Contributions of 3D Printed Fracture Networks to Development of Flow and Transport Models

被引:22
作者
Suzuki, Anna [1 ]
Minto, James M. [2 ]
Watanabe, Noriaki [3 ]
Li, Kewen [4 ]
Horne, Roland N. [4 ]
机构
[1] Tohoku Univ, Aoba Ku, 2-1-1 Katahira, Sendai, Miyagi 9808577, Japan
[2] Univ Strathclyde, 75 Montrose St, Glasgow G1 1XJ, Lanark, Scotland
[3] Tohoku Univ, Aoba Ku, 468-1 Aramaki Aza Aoba, Sendai, Miyagi 9800845, Japan
[4] Stanford Univ, 367 Panama St, Stanford 94305, CA, Panama
基金
英国工程与自然科学研究理事会; 日本学术振兴会;
关键词
Fracture network; Tracer experiment; CFD; Equivalent permeability; FLUID-FLOW; CUBIC LAW; HYDROMECHANICAL BEHAVIOR; GROUNDWATER-FLOW; SINGLE FRACTURE; ROCK; PERMEABILITY; VALIDITY; APERTURE;
D O I
10.1007/s11242-018-1154-7
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
Conventional experiments using natural rock samples have trouble in observing rock structures and controlling fracture properties. Taking advantage of 3D printing technologies, a complex fracture network was made by using a 3D printer. This approach allowed us to control the properties of the fracture networks and to prepare identical geometries for both simulation and experiment. A tracer response curve from the flow experiment was obtained and compared with numerical simulations. The result of the computational fluid dynamics (CFD) simulation based on the Navier-Stokes equations was in good agreement with experimental result, which suggested that the results of experiment and the CFD simulation are reliable. On the other hand, comparison with an equivalent permeability model based on the cubic law showed a discrepancy from the experimental result. This validation approach enabled discussion of the limitation of the flow model. Because 3D printed fracture networks could reduce uncertainty between numerical simulation and laboratory experiment, they will be useful for understanding more detailed and more complicated phenomena in fracture networks.
引用
收藏
页码:485 / 500
页数:16
相关论文
共 53 条
[1]   Nonlinear correction to Darcy's law for channels with wavy walls [J].
Adler, P. M. ;
Malevich, A. E. ;
Mityushev, V. V. .
ACTA MECHANICA, 2013, 224 (08) :1823-1848
[2]  
Ahrens J. P., 2005, The visualization handbook, DOI DOI 10.1016/B978-012387582-2/50038-1
[3]   Navier-Stokes simulations of fluid flow through a rock fracture [J].
Ai-Yaarubi, AH ;
Pain, CC ;
Grattoni, CA ;
Zimmerman, RW .
Dynamics of Fluids and Transport in Fractured Rock, 2005, 162 :55-64
[4]  
[Anonymous], 1965, THESIS U CALIFORNIA
[5]  
Bear J., 1972, Dynamics of Fluids in Porous Media
[6]   Passive advection-dispersion in networks of pipes: Effect of connectivity and relationship to permeability [J].
Bernabe, Y. ;
Wang, Y. ;
Qi, T. ;
Li, M. .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 2016, 121 (02) :713-728
[7]   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
[8]   Fluid flow in synthetic rough-walled fractures: Navier-Stokes, Stokes, and local cubic law simulations [J].
Brush, DJ ;
Thomson, NR .
WATER RESOURCES RESEARCH, 2003, 39 (04) :SBH51-SBH515
[9]   MODELING FRACTURE FLOW WITH A STOCHASTIC DISCRETE FRACTURE NETWORK - CALIBRATION AND VALIDATION .1. THE FLOW MODEL [J].
CACAS, MC ;
LEDOUX, E ;
DEMARSILY, G ;
TILLIE, B ;
BARBREAU, A ;
DURAND, E ;
FEUGA, B ;
PEAUDECERF, P .
WATER RESOURCES RESEARCH, 1990, 26 (03) :479-489
[10]   Derivation of equivalent pipe network analogues for three-dimensional discrete fracture networks by the boundary element method [J].
Dershowitz, WS ;
Fidelibus, C .
WATER RESOURCES RESEARCH, 1999, 35 (09) :2685-2691