4.7 Article

Seepage-Fractal Characteristics of Fractured Media Rock Materials Due to High-Velocity Non-Darcy Flow

期刊

FRACTAL AND FRACTIONAL
卷 6, 期 11, 页码 -

出版社

MDPI
DOI: 10.3390/fractalfract6110685

关键词

fractal dimension; fracture network; equivalent hydraulic conductivity; equivalent non-Darcy coefficient

资金

  1. Key Scientific Research Project of Colleges and Universities in Henan Province
  2. Natural Science Foundation of Hena [22B570002]
  3. [222300420281]

向作者/读者索取更多资源

This study describes the formation and development of fracture networks using fractal theory and analyzes their structural characteristics. Numerical calculations are used to determine the fractal dimension, equivalent hydraulic conductivity, and equivalent non-Darcy coefficient of the fracture network, and the influence of the fractal dimension on hydraulic conductivity and non-Darcy coefficient is studied.
Under the influence of internal and external factors, a fracture network is easily generated in concrete and rock, which seriously endangers project safety. Fractal theory can be used to describe the formation and development of the fracture network and characterize its structure. Based on the flow balance in the node balance field, Forchheimer's law is introduced to derive the control equation of high-velocity non-Darcy flow in the fracture network. The fracture network is established according to the geological parameters of Sellafield, Cumbria, England. A total of 120 internal fracture networks are intercepted according to 10 dimensions (1 m, 2 m, ..., 10 m) and 12 directions (0 degrees, 30 degrees, ..., 330 degrees). The fractal dimension, equivalent hydraulic conductivity ( K) , and equivalent non-Darcy coefficient (beta) of the fracture network are calculated, and the influence of the fractal dimension on K and beta is studied. The results indicate that the fractal dimension of the fracture network has a size effect; with the increase in the size, the fractal dimension of the fracture network undergoes three stages: rapid increase, slow increase, and stabilization. In the rapid increase stage, K and beta do not exist. In the slow increase stage, K exists and is stable, and beta does not exist. In the stabilization stage, K and beta both exist and are stable. The principal axes of the fitted seepage ellipses of K and beta are orthogonal, and the main influencing factors are the direction and continuity of the fracture.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.7
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

暂无数据
暂无数据