Porosity-permeability properties generated with a new 2-parameter 3D hydraulic pore-network model for consolidated and unconsolidated porous media

被引:50
作者
Acharya, RC [1 ]
van der Zee, SEATM [1 ]
Leijnse, A [1 ]
机构
[1] Univ Wageningen & Res Ctr, Dept Environm Sci, Div Soil Sci, NL-6700 AA Wageningen, Netherlands
关键词
biconical bond; throat; pore size; pore curvature; effective medium;
D O I
10.1016/j.advwatres.2004.05.002
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
A new method is presented to construct a simple and general site bond correlated 3D HYdraulic Pore Network model (HYPON) of hydraulic behavior of porous media for a wide range of permeability and porosity. Pore scale microstructure in this model is captured through simple power functions of Beti's influence lines that fix both the location and the size of throat (the narrowest section of bond) by relating the important elements of microstructure such as coordination number, porebody sizes and pore wall curvature. The new element in pore-network architecture is thus, the location of throat, which is important for smooth hydraulic transitions during steady state flow conditions. Despite the reduced number of parameters in comparison with other pore-network models, the morphological characteristics of HYPON compare well to those of the process-based predictive models in literature, and these characteristics are sensitise to the variance of porebody sizes rather than to the used type of the porebody size distributions. Processes such as diagenesis and dissolution are captured implicitly through the pore wall curvature parameter. Different combinations of porosity and permeability relations are obtained if the bond curvature and porebody sizes are varied. These relations reveal that effects of diagenesis and dissolution on the permeability may be ignored as they are secondary to effects on porosity. (C) 2004 Elsevier Ltd. All rights reserved.
引用
收藏
页码:707 / 723
页数:17
相关论文
共 86 条
[51]   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
[52]  
PANDA MN, 1994, AAPG BULL, V78, P1028
[53]   NEW MODEL FOR GRANULAR POROUS MEDIA .2. NUMERICAL SOLUTION OF STEADY-STATE INCOMPRESSIBLE NEWTONIAN FLOW THROUGH PERIODICALLY CONSTRICTED TUBES [J].
PAYATAKES, AC ;
TIEN, C ;
TURIAN, RM .
AICHE JOURNAL, 1973, 19 (01) :67-76
[54]  
Press F., 1986, EARTH, P656
[55]   A NEW 3-DIMENSIONAL MODELING TECHNIQUE FOR STUDYING POROUS-MEDIA [J].
QUIBLIER, JA .
JOURNAL OF COLLOID AND INTERFACE SCIENCE, 1984, 98 (01) :84-102
[56]   Prediction of relative permeabilities for unconsolidated soils using pore-scale network models [J].
Rajaram, H ;
Ferrand, LA ;
Celia, MA .
WATER RESOURCES RESEARCH, 1997, 33 (01) :43-52
[57]   A functional relationship between capillary pressure, saturation, and interfacial area as revealed by a pore-scale network model [J].
Reeves, PC ;
Celia, MA .
WATER RESOURCES RESEARCH, 1996, 32 (08) :2345-2358
[58]  
REEVES PC, 1997, DEP CIVIL ENG OPERAT, P347
[59]   Dispersion in unconsolidated aquatic sediments [J].
Roychoudhury, AN .
ESTUARINE COASTAL AND SHELF SCIENCE, 2001, 53 (05) :745-757
[60]  
RUBINSTEIN J, 1989, SIAM PROC S, P60