Experimental Investigation on Nonlinear Flow Anisotropy Behavior in Fracture Media

Author:

Zhu Chun123ORCID,Xu Xiaoding12ORCID,Wang Xiuting34,Xiong Feng35ORCID,Tao Zhigang2ORCID,Lin Yun36ORCID,Chen Jing2

Affiliation:

1. College of Construction Engineering, Jilin University, Changchun 130026, China

2. State Key Laboratory for Geomechanics & Deep Underground Engineering Beijing, China University of Mining & Technology, Beijing 100083, China

3. School of Civil, Environmental and Mining Engineering, The University of Adelaide, Adelaide, SA 5005, Australia

4. School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232000, China

5. School of Civil Engineering, Wuhan University, Hubei 430072, China

6. School of Resource and Safety Engineering, Central South University, Changsha, Hunan 410083, China

Abstract

A series of flow experiments were performed on matched fractures to study the problem of non-Darcy flow in fractured media. Five rock fractures of different roughness were generated using indirect tensile tests, and their surface topographies were measured using a stereo topometric scanning system. The fracture was assumed to be a self-affine surface, and its roughness and anisotropy were quantified by the fractal dimension. According to the flow tortuosity effect, the nonlinear flow was characterized by hydraulic tortuosity and surface tortuosity power law relationships based on Forchheimer’s law. Fracture seepage experiments conducted with two injection directions (0° and 90°) showed that Forchheimer’s law described the nonlinear flow well. Both the proposed model and Chen’s double-parameter model gave similar results to the experiment, but the match was closer with the proposed model. On this basis, a new formula for the critical Reynolds number is proposed, which serves to distinguish linear flow and Forchheimer flow.

Funder

University of Adelaide

Publisher

Hindawi Limited

Subject

General Earth and Planetary Sciences

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