Numerical simulation method to determine unsaturated hydraulic parameters of fracture

被引:0
作者
Hu, YJ [1 ]
Su, BY [1 ]
Zhan, M [1 ]
机构
[1] Hohai Univ, Coll Water Conservancy & Hydropower Engn, Nanjing, Peoples R China
来源
DEVELOPMENT, PLANNING AND MANAGEMENT OF SURFACE AND GROUND WATER RESOURCES, THEME A, PROCEEDINGS | 2001年
关键词
fracture; unsaturated hydraulic parameters; fractal dimension; numerical simulation;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
According to the fractal dimension, the disturbed distance between upper and lower fracture surfaces and the ratio of area contact (the proportion of contact area to whole area of fracture) of fracture, the successive random addition method is used to generated a rough-walled fracture with position-dependent aperture, Based on the parallel-plate approximation for suitably small cell in the fracture plane, the fracture is divided into many equally spaced cells and numerical simulations are done for the process of unsaturated seepage flow during drainage and imbibition. In the light of the simulated results of water saturation and unsaturated permeability under different capillary pressure, drainage and imbibition curves arc obtained and relationships between unsaturated permeability and capillary pressure during drainage and imbibition are also presented. The qualitative comparison of the simulated results and experimental results shows that the numerical simulation method in this paper is feasible and reliable to determine the unsaturated hydraulic parameters of rock fracture.
引用
收藏
页码:164 / 170
页数:7
相关论文
共 12 条
[1]  
BARNSLEY MF, 1988, SCI FRACTAL IMAGES, P96
[2]   BROAD BANDWIDTH STUDY OF THE TOPOGRAPHY OF NATURAL ROCK SURFACES [J].
BROWN, SR ;
SCHOLZ, CH .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH AND PLANETS, 1985, 90 (B14) :2575-2582
[3]  
HAN B, 1999, ADV WATER SCI, V10, P375
[4]  
HU YJ, 2000, J HOHAI U, V28, P45
[5]   THE FRACTAL DIMENSION AS A MEASURE OF THE ROUGHNESS OF ROCK DISCONTINUITY PROFILES [J].
LEE, YH ;
CARR, JR ;
BARR, DJ ;
HAAS, CJ .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES & GEOMECHANICS ABSTRACTS, 1990, 27 (06) :453-464
[6]   Flow in rock fractures: The local cubic law assumption reexamined [J].
Oron, AP ;
Berkowitz, B .
WATER RESOURCES RESEARCH, 1998, 34 (11) :2811-2825
[7]   A CONTINUUM MODEL FOR WATER-MOVEMENT IN AN UNSATURATED FRACTURED ROCK MASS [J].
PETERS, RR ;
KLAVETTER, EA .
WATER RESOURCES RESEARCH, 1988, 24 (03) :416-430
[8]   ON 2-PHASE RELATIVE PERMEABILITY AND CAPILLARY-PRESSURE OF ROUGH-WALLED ROCK FRACTURES [J].
PRUESS, K ;
TSANG, YW .
WATER RESOURCES RESEARCH, 1990, 26 (09) :1915-1926
[9]   LABORATORY MEASUREMENT OF CAPILLARY-PRESSURE SATURATION RELATIONSHIPS IN A ROCK FRACTURE [J].
REITSMA, S ;
KUEPER, BH .
WATER RESOURCES RESEARCH, 1994, 30 (04) :865-878
[10]   Water film flow along fracture surfaces of porous rock [J].
Tokunaga, TK ;
Wan, JM .
WATER RESOURCES RESEARCH, 1997, 33 (06) :1287-1295