Effect of Network Structure on Characterization and Flow Modeling Using X-ray Micro-Tomography Images of Granular and Fibrous Porous Media

被引:59
作者
Bhattad, Pradeep [1 ]
Willson, Clinton S. [2 ]
Thompson, Karsten E. [1 ]
机构
[1] Louisiana State Univ, Dept Chem Engn, Baton Rouge, LA 70803 USA
[2] Louisiana State Univ, Dept Civil & Environm Engn, Baton Rouge, LA 70803 USA
基金
美国国家科学基金会;
关键词
Pore network generation; Pore network modeling; Permeability; Pore structure characterization; 3D image processing; X-ray micro-tomography; PORE-SIZE; CAPILLARY-PRESSURE; MICROTOMOGRAPHY IMAGES; RELATIVE PERMEABILITY; TRANSPORT-PROPERTIES; PREDICTION; RECONSTRUCTION; IMBIBITION; GEOMETRY; SPACE;
D O I
10.1007/s11242-011-9789-7
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
Image-based network modeling has become a powerful tool for modeling transport in real materials that have been imaged using X-ray computed micro-tomography (XCT) or other three-dimensional imaging techniques. Network generation is an essential part of image-based network modeling, but little quantitative work has been done to understand the influence of different network structures on modeling. We use XCT images of three different porous materials (disordered packings of spheres, sand, and cylinders) to create a series of four networks for each material. Despite originating from the same data, the networks can be made to vary over two orders of magnitude in pore density, which in turn affects network properties such as pore-size distribution and pore connectivity. Despite the orders-of-magnitude difference in pore density, single-phase permeability predictions remain remarkably consistent for a given material, even for the simplest throat conductance formulas. Detailed explanations for this beneficial attribute are given in the article; in general, it is a consequence of using physically representative network models. The capillary pressure curve generated from quasi-static drainage is more sensitive to network structure than permeability. However, using the capillary pressure curve to extract pore-size distributions gives reasonably consistent results even though the networks vary significantly. These results provide encouraging evidence that robust network modeling algorithms are not overly sensitive to the specific structure of the underlying physically representative network, which is important given the variety image-based network-generation strategies that have been developed in recent years.
引用
收藏
页码:363 / 391
页数:29
相关论文
共 71 条
[41]  
Mahmud W.M., 2007, SPE ANN TECHN C EXH
[42]  
MELLOR DW, 1989, THESIS OPEN U MILTON
[43]   Robust Pore Size Analysis of Filamentous Networks from Three-Dimensional Confocal Microscopy [J].
Mickel, Walter ;
Muenster, Stefan ;
Jawerth, Louise M. ;
Vader, David A. ;
Weitz, David A. ;
Sheppard, Adrian P. ;
Mecke, Klaus ;
Fabry, Ben ;
Schroeder-Turk, Gerd E. .
BIOPHYSICAL JOURNAL, 2008, 95 (12) :6072-6080
[44]   Analysis of pore network in three-dimensional (3D) grain bulks using X-ray CT images [J].
Neethirajan, Sureshraja ;
Jayas, Digvir S. .
TRANSPORT IN POROUS MEDIA, 2008, 73 (03) :319-332
[45]   Image thresholding by indicator kriging [J].
Oh, W ;
Lindquist, WB .
IEEE TRANSACTIONS ON PATTERN ANALYSIS AND MACHINE INTELLIGENCE, 1999, 21 (07) :590-602
[46]   Process based reconstruction of sandstones and prediction of transport properties [J].
Oren, PE ;
Bakke, S .
TRANSPORT IN POROUS MEDIA, 2002, 46 (2-3) :311-343
[47]   Determination of the pore widths of highly porous materials with NMR microscopy [J].
Pauli, J ;
Scheying, G ;
Mugge, C ;
Zschunke, A ;
Lorenz, P .
FRESENIUS JOURNAL OF ANALYTICAL CHEMISTRY, 1997, 357 (05) :508-513
[48]   SOIL BULK-DENSITY ANALYSIS IN 3 DIMENSIONS BY COMPUTED TOMOGRAPHIC SCANNING [J].
PETROVIC, AM ;
SIEBERT, JE ;
RIEKE, PE .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1982, 46 (03) :445-450
[49]   3D image-based characterization of fluid displacement in a Berea core [J].
Prodanovic, M. ;
Lindquist, W. B. ;
Seright, R. S. .
ADVANCES IN WATER RESOURCES, 2007, 30 (02) :214-226
[50]  
Pudney C, 1996, TENCON IEEE REGION, P209, DOI 10.1109/TENCON.1996.608792