Incorporation of fracture directions into 3D geostatistical methods for a rock fracture system

被引:25
作者
Koike, Katsuaki [1 ]
Liu, Chunxue [2 ]
Sanga, Tomoji [3 ]
机构
[1] Kyoto Univ, Grad Sch Engn, Dept Urban Management, Kyoto 6158540, Japan
[2] Yunnan Univ Finance & Econ, Sch Urban Management Environm & Resources, Kunming 650221, Peoples R China
[3] Nikko Explorat & Dev Co Ltd, Tokyo 105001, Japan
基金
日本学术振兴会; 中国国家自然科学基金;
关键词
Fracture orientation; Fracture density; Principal component analysis; GEOFRAC; Granite; Hydraulic conductivity; 3-DIMENSIONAL NETWORKS; FLUID-FLOW; FIELD DATA; MODEL; GEOMETRY; GRANITE; PERMEABILITY; TRANSPORT; EXAMPLE; SWEDEN;
D O I
10.1007/s12665-011-1350-z
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Simulating a rock fracture distribution is an important problem common to various fields in geosciences. This paper presents GEOFRAC, a geostatistical method to simulate a fracture distribution by incorporating the directions (strikes and dips) of the sampled fracture data into the simulation. Fracture locations are generated randomly following fracture densities assigned by a sequential Gaussian simulation. Fracture directions are transformed into an indicator set consisting of several binary (0 and 1) variables and the variables are compressed using the principal component analysis. Ordinary kriging is then employed to estimate the distributions of these principal values and the results are back-transformed into the coordinate system of the original indicator set. Fracture directions are generated randomly using their histograms within the defined directional interval. Finally, facets (fracture elements) are determined from the simulated locations and directions, and the fractures within the angle and distance tolerances are connected to form a fracture plane. From a case study of applying GEOFRAC to the fracture data in Kikuma granite, southwest Japan, GEOFRAC was shown to be able to depict a plausible fracture system because the simulated directions corresponded well to those measured. Furthermore, the simulated fracture system was available to estimate the hydraulic conductivity of the study site, which was roughly in agreement with the average of hydraulic test results.
引用
收藏
页码:1403 / 1414
页数:12
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