Study on flow regimes and seepage models through open rough-walled rock joints under high hydraulic gradient

Author:

Qian Xin,Xia Caichu,Gui Yang,Zhuang Xiaoqing,Yu Qiangfeng

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Water Science and Technology

Reference56 articles.

1. Alyaarubi AH, Pain CC, Grattoni CA, Zimmerman RW (2005) Navier-Stokes simulations of fluid flow through a rock fracture. Dynam Fluids Transport Fractured Rock 162:55–64

2. Amadei B, Illangasekare TA (1994) Mathematical model for flow and solute transport in non-homogeneous rock fracture. Int J Rock Mech Min Sci Geomech Abstr 31(6):719–731

3. Brown SR (1987) Fluid flow through rock joints: the effect of surface roughness. J Geophys Res 92(B2):1337–1347

4. Chen YF, Zhou JQ, Hu SH, Hu R, Zhou CB (2015) Evaluation of Forchheimer equation coefficients for non-Darcy flow in deformable rough-walled fractures. J Hydrol 529:993–1006

5. Cook AM, Myer LR (1990) The effect of tortuosity on flow through a natural fracture. Rock mechanics: contributions and challenges. Proceedings of the 31st US Symposium, Golden CO, June 1990, pp 371–378

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