Skip to main content
Log in

Laboratory Experiments on Solute Transport in a Partial Transfixion Single Fracture

  • Published:
Journal of Hydrodynamics Aims and scope Submit manuscript

Abstract

In the study of solute transport in rough single fracture, the contact area is an important factor. The single fracture is defined as two categories in this article: the full transfixion single fracture and the partial transfixion single fracture. The purpose of this article is to research how the contact area affects the solute transport in partial transfixion single fracture. The contact area is generalized as square blocks with three sizes, and contact rate is variable, a series of experiments for solute transport were conducted in a simulation model which can simulate the two types of fractures in the laboratory. Based on the analysis of the breakthrough curves and the experiment phenomena, it is concluded that the difference of breakthrough curves of various contact rates is evident and increases with the increase of contact rate, the relative error curves reflect the difference of block sizes, and the maximum errors increase from smaller than 0.2 to about 0.8 with the increase of contact rate. These phenomena are also explained qualitatively in this article. It is concluded that the contact area strongly affects solute transport, and the research of channels formed by contact area is useful to further understand the rule of solute transport in partial transfixion single fracture.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  1. ZHOU Zhi-fang, WANG Jin-guo and HUANG Yong. Theory on dynamics of fluids in fractured medium[M]. Beijing: Higher Education Press, 2007(in Chinese).

    Google Scholar 

  2. TSANG Y. W., TSANG C. F. Channel model of flow through fractured media[J]. Water Resources Research, 1987, 23(3): 467–479.

    Article  Google Scholar 

  3. URSINO N., GIMMI T. and FLÜHLER H. Combined effects of heterogeneity, anisotropy, and saturation on steady state flow and transport: A laboratory sand tank experiment[J]. Water Resources Research, 2001, 37(2): 201–208.

    Article  Google Scholar 

  4. JOSE S. C., RAHMAN M. A. and CIRPKA O. A. Large-scale sandbox experiment on longitudinal effective dispersion in heterogeneous porous media[J]. Water Resources Research, 2004, 40(12): W12415.

    Article  Google Scholar 

  5. BERKOWITZ B., CORTIS A. and DROR I. Laboratory experiments on dispersive transport across interfaces: The role of flow direction[J]. Water Resources Research, 2009, 45(2): W02201.

    Article  Google Scholar 

  6. BODIN L., DELAY F. and De MARSILY G. Solute transport in a single fracture with negligible matrix permeability: 1. Fundamental mechanisms[J]. Hydrogeology Journal, 2003, 11(4): 418–433.

    Article  Google Scholar 

  7. NERETNIEKS I. Channeling with diffusion into stagnant water and into a matrix in series[J]. Water Resources Research, 2006, 42(11): W11418.

    Article  Google Scholar 

  8. ODEN M., NIEMI A. and TSANG C. F. et al. Regional channelized transport in fractured media with matrix diffusion and linear sorption[J]. Water Resources Research, 2008, 44(2): W02421.

    Article  Google Scholar 

  9. DU Rui, SHI Bao-chang. Incompressible multi-relaxation-time lattice Boltzmann model in 3-D space[J]. Journal of Hydrodynamics, 2010, 22(6): 782–787.

    Article  Google Scholar 

  10. TAN Ye-fei, ZHOU Zhi-fang. Solute transport in natural fractures based on digital image technology[J]. Journal of Hydrodynamics, 2009, 21(2): 219–227.

    Article  Google Scholar 

  11. ZHU Xue-yu, LIU Jian-li. Numerical study of contaminants transport in fracture-karst water in Dawu well field, Zibo City, Shandong Province[J]. Earth Science Frontiers, 2001, 8(1): 171–178(in Chinese).

    Google Scholar 

  12. YASUHARA H., ELSWORTH D. A numerical model simulating reactive transport and evolution of fracture permeability[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2003, 30(10): 1039–1062.

    Article  Google Scholar 

  13. LIN Lin, YANG Jin-zhong, ZHANG Bin et al. A simplified numerical model of 3-D groundwater and solute transport at large scale area[J]. Journal of Hydrodynamics, 2010, 22(3): 319–328.

    Article  Google Scholar 

  14. HUANG Yong, ZHOU Zhi-fang and YU Zhong-bo. Simulation of solute transport using a coupling model based on finite volume method in fractured rocks[J]. Journal of Hydrodynamics, 2010, 22(1): 129–136.

    Article  Google Scholar 

  15. TSANG Chin-Fu, Modeling groundwater flow and mass transport in heterogeneous media: Issues and challenges[J]. Earth Science-Journal of China University of Geosciences, 2000, 25(5): 443–450.

    Google Scholar 

  16. WU Yan-qing. Dynamics of contaminant migration in porous medium[M]. Shanghai: Shanghai Jiaotong University Press, 2007(in Chinese).

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Zhi-fang Zhou.

Additional information

Project supported by the National Natural Science Foundation of China (Grant Nos. 51079043, 41172204), the Research Innovation Program for College Graduates of Jiangsu Province (Grant No. CXZZ11_0450).

Biography: CAI Jin-long (1982-), Male, Ph. D. Candidate

Rights and permissions

Reprints and permissions

About this article

Cite this article

Cai, Jl., Zhou, Zf. & Huang, Y. Laboratory Experiments on Solute Transport in a Partial Transfixion Single Fracture. J Hydrodyn 23, 570–579 (2011). https://doi.org/10.1016/S1001-6058(10)60151-5

Download citation

  • Received:

  • Revised:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1016/S1001-6058(10)60151-5

Key words

Navigation