Two-phase flow in rough-walled fractures: Comparison of continuum and invasion-percolation models

被引:38
作者
Yang, Zhibing [1 ]
Niemi, Auli [1 ]
Fagerlund, Fritjof [1 ]
Illangasekare, Tissa [2 ]
机构
[1] Uppsala Univ, Dept Earth Sci, SE-75236 Uppsala, Sweden
[2] Colorado Sch Mines, Ctr Expt Study Subsurface Environm Proc, Golden, CO 80401 USA
基金
瑞典研究理事会;
关键词
POROUS-MEDIA; RELATIVE PERMEABILITY; UNSATURATED FRACTURES; CAPILLARY-PRESSURE; MULTIPHASE FLOW; ROCK FRACTURES; TRANSPORT; CONTAMINATION; EQUATION; PHASE;
D O I
10.1002/wrcr.20111
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
We present a systematic comparison study of simulating two-phase flow (drainage) in single heterogeneous fractures by using two fundamentally different approaches, namely, a continuum-based two-phase flow model and an invasion-percolation (IP) model. We analyze both gravity neutral and gravity destabilized cases. In the continuum model, the two-phase mass conservation equations for the 2-D fracture plane are solved, based on modifications to TOUGH2, a numerical simulator for multiphase and multicomponent flow and transport in geological media. A specific capillary pressure-liquid saturation function is used to account for the sudden drainage of a local aperture location in the fracture once its local aperture-dependent nonwetting phase fluid entry pressure is exceeded. Results from the continuum model are compared to those from an IP model that includes trapping. We consider cases where the contribution of aperture-induced curvature in the capillary pressure term dominates over that of the in-plane curvature. The comparison shows that the presented continuum model can well reproduce the IP model results at low-capillary-number conditions and furthermore can also produce meaningful results in the high-capillary-number regimes where IP models are not valid. Taking into account the viscous forces in the fluid displacement process, the continuum model is used to examine the effect of capillary number (reflecting the injection rate) on the phase invasion. When the injection rate varies from low to high, simulations using the continuum model show that the invasion pattern changes from single dominant fingers to more homogeneous spreading and/or clusters with numerous tortuous fingers. This trend is comparable to results from previous experimental observations in the literature. The continuum model is also used to numerically construct the upscaled (fracture-scale) capillary pressure-saturation relationship. The upscaled relationship can be well fitted to the van Genuchten and the Brooks-Corey porous-medium-type models. Fracture capillary behavior depends on the aperture field heterogeneity. Simulation results indicate that increasing the aperture standard deviation leads to smaller entry pressure and larger residual water saturation. Citation: Yang, Z., A. Niemi, F. Fagerlund, and T. Illangasekare (2013), Two-phase flow in rough-walled fractures: Comparison of continuum and invasion-percolation models, Water Resour. Res., 49, doi: 10.1002/wrcr.20111.
引用
收藏
页码:993 / 1002
页数:10
相关论文
共 51 条
[1]   A MULTIPHASE APPROACH TO THE MODELING OF POROUS-MEDIA CONTAMINATION BY ORGANIC-COMPOUNDS .1. EQUATION DEVELOPMENT [J].
ABRIOLA, LM ;
PINDER, GF .
WATER RESOURCES RESEARCH, 1985, 21 (01) :11-18
[2]   Slow two-phase flow in artificial fractures: Experiments and simulations [J].
Amundsen, H ;
Wagner, G ;
Oxaal, U ;
Meakin, P ;
Feder, J ;
Jossang, T .
WATER RESOURCES RESEARCH, 1999, 35 (09) :2619-2626
[3]  
[Anonymous], 1964, HYDROLOGY PAPERS COL
[4]  
[Anonymous], 1979, Petroleum Reservoir Simulation
[5]   Development of discrete flow paths in unsaturated fractures at Yucca Mountain [J].
Bodvarsson, GS ;
Wu, YS ;
Zhang, K .
JOURNAL OF CONTAMINANT HYDROLOGY, 2003, 62-3 :23-42
[6]  
Broadbent S. R., 1957, P CAMBRIDGE PHIL SOC, V53, P629, DOI DOI 10.1017/S0305004100032680
[7]   SIMPLE MATHEMATICAL-MODEL OF A ROUGH FRACTURE [J].
BROWN, SR .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 1995, 100 (B4) :5941-5952
[8]   Two-phase flow in rough-walled fractures: Experiments and a flow structure model [J].
Chen, CY ;
Horne, RN .
WATER RESOURCES RESEARCH, 2006, 42 (03)
[9]  
Chiang W.H., 2001, 3 D GROUNDWATER MODE
[10]   Interphase mass transfer in variable aperture fractures: Controlling parameters and proposed constitutive relationships [J].
Detwiler, Russell L. ;
Rajaram, Harihar ;
Glass, Robert J. .
WATER RESOURCES RESEARCH, 2009, 45