Rock and Soil Mechanics ›› 2019, Vol. 40 ›› Issue (9): 3670-3768.doi: 10.16285/j.rsm.2018.1196

• Numerical Analysis • Previous Articles     Next Articles

Numerical simulation on hydraulic and solute transport properties of 3D crossed fractures

LI Bo1, 2, HUANG Jia-lun1, 2, ZHONG Zhen1, 2, ZOU Liang-chao2, 3   

  1. 1. Center of Rock Mechanics and Geohazards, Shaoxing University, Shaoxing, Zhejiang 312000, China; 2. Collaborative Innovation Center for Prevention and Control of Mountain Geological Hazards of Zhejiang Province, Shaoxing University, Shaoxing, Zhejiang 312000, China; 3. Department of Physical Geography, Stockholm University, Stockholm, Sweden
  • Received:2018-07-06 Online:2019-09-10 Published:2019-09-08
  • Supported by:
    This work was supported by the Young Foundation of the National Natural Science of China (51509154, 51609136) and the Natural Science Foundation of Zhejiang Province (LR19E090001).

Abstract: Quantitative description of fluid flow and solute transport properties of crossed fractures is a fundamental issue for understanding the characteristics of fracture networks. This study is aimed to simulate the fluid flow and solute transport through three-dimensional crossed fractures. The morphological data of the natural rock fracture surface was first obtained via a three-dimensional profilometer, and then a reconstruction technique was employed to generate the corresponding three-dimensional crossed fracture model. The Navier-Stokes equations were solved to simulate the fluid flow and solute transport through the intersection by assuming the solute transport satisfying the Fick’s law. Comparing the simulation results of the rough-walled model with the parallel-plate model, it was found that the surface roughness had a significant influence on the distribution and flow state of the fluid through the intersection. The results obtained from different inlet and outlet configurations showed that the geometry of intersection greatly affected the solute mixing process. These results revealed that the widely accepted parallel-plate model led to remarkable errors in the assessment of solute transport behaviour in fractured rock masses, especially the intersections. Therefore, it is necessary to establish modified models to improve the accuracy of the assessment in future studies.

Key words: 3D crossed fractures, fluid flow behaviour, solute transport behaviour, Navier-Stokes equation, Peclet number

CLC Number: 

  • TU 452
[1] LIU Ri-cheng , LI Bo , JIANG Yu-jing , YU Li-yuan,. Effects of equivalent hydraulic aperture and hydraulic gradient on nonlinear seepage properties of rock mass fracture networks [J]. , 2016, 37(11): 3165-3174.
[2] LIU Ri-cheng, JIANG Yu-jing, LI Bo, YU Li-yuan, DU Yan,. Nonlinear seepage behaviors of fluid in fracture networks [J]. , 2016, 37(10): 2817-2824.
[3] LIU Ri-cheng ,JIANG Yu-jing ,LI Shu-chen ,LI Bo ,WANG Xiao-shan,. Study of nonlinear hydraulic characteristics and hydraulic aperture calculation of crossed fracture [J]. , 2015, 36(6): 1581-1590.
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