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Experimental Study of Friction Factor for Groundwater Flow in a Single Rough Fracture

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Abstract

To study the relationships between the friction factor f and the flow type in a single rough fracture, the formulae of f for both unconfined and confined flows are deduced based on previous studies. The relationships between f and the Reynolds number (Re) for different relative roughnesses are investigated experimentally. The Moody-type diagram, based on the deduced formula of f, is also plotted and the hydraulic characteristics of the flow in a rough fracture are analyzed. Results show that the Moody-type diagram of the experiment has a similar distribution to that of the conventional Moody diagram. It is found that the value of f in the experiment is much smaller than that of the conventional Moody diagram and turbulent flow appears easier for rough fractures, which can be explained by the separation phenomenon in boundary layers. The critical Re ranging from 650 to 700 in rough fractures is concluded based on the experimental results. It also can be concluded that the friction factor f is related not only with the Re and the relative roughness but also with the absolute roughness.

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References

  1. BAUGET F., FOURAR M. Non-Fickian dispersion in a single fracture[J]. J. Contam. Hydrol., 2008, 100(3-4): 137–148.

    Article  Google Scholar 

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

    Article  Google Scholar 

  3. TAN Ye-fei, ZHOU Zhi-fang. Simulation of solute transport in a parallel single fracture with LBM/MMP mixed method[J]. Journal of Hydrodynamics, 2008, 20(3): 365–372.

    Article  Google Scholar 

  4. LI Min, DIAO Nai-ren and FANG Zhao-hong. Analysis of seepage flow in a confined aquifer with a standing column well[J]. Journal of Hydrodynamics, Ser. B, 2007, 19(1): 84–91.

    Article  Google Scholar 

  5. ZHANG Qian-fei, LAN Shou-qi and WANG Yan-ming et al. A new numerical method for groundwater flow and solute using velocity field[J]. Journal of Hydro-dynamics, 2008, 20(3): 356-364

    Article  Google Scholar 

  6. LOUIS C. A. A study of groundwater flow in jointed rock and its influence on the stability of rock masse[D]. Ph. D. Thesis, Karlsruhe, France: University of Karlsruhe, 1968.

    Google Scholar 

  7. JAMES B., TAYLOR A. L. and KANDLIKAR S. G. Characterization of the effect of surface roughness and texture on fluid flow-past, present, and future[J]. Int. J. Thermal. Sci., 2006, 45(10): 962–968.

    Article  Google Scholar 

  8. NIKURADSE J. Laws of flow in rough pipes [M]. Berlin: Vereins Deutscher Ingenieure, 1933, 4: 361(in German).

    Google Scholar 

  9. COLEBROOK C. F. Turbulent flow in pipes, with particular reference to the transition region between the smooth and rough pipe laws[J]. J. Inst. Civ. Eng., 1939, 11(4): 133–156.

    Article  Google Scholar 

  10. MOODY L. F. Friction factors for pipe flow[J]. Trans. ASME, 1944, 66: 671–683.

    Google Scholar 

  11. LOMIZE G. M. Flow in fractured rocks[M]. Moscow: Gosenergoizdat, 1951, 127(in Russian).

    Google Scholar 

  12. KANDLIKAR S. G., SCHMITT D. and CARRANO A. L. et al. Characterization of surface roughness effects on pressure drop in single-phase flow in minichannels[J]. Phys. Fluids., 2005, 17(5): 1006061–100606.11.

    MATH  Google Scholar 

  13. NAZRIDOUST K., AHMADI G. and SMITH D. H. A new friction factor correlation for laminar, single-phase flows through rock fractures[J]. J. Hydrol., 2006, 329(1-2): 315–328.

    Article  Google Scholar 

  14. TIAN Kai-ming. The properties of the flow in cross fracture[J]. Geol. Sci., 1986, (2): 202–213(in Chinese).

    Google Scholar 

  15. QIAN Jia-zhong, WANG Jia-quan and LI Ru-zhong et al. Formulae for average velocity of groundwater flow and experimental evidence of non-Darcy’s flow through a single fracture[J]. Journal of Hydrodynamics. Ser. B, 2003, 15(6): 56–62.

    Google Scholar 

  16. QIAN Jia-zhong, LIU Yong and WANG Jian-hua et al. Non-LD and tracer test for groundwater flow in a single fracture[J]. Journal of Hydrodynamics, Ser. B, 2006, 18(1): 104–108.

    Google Scholar 

  17. QIAN J. Z., ZHAN H. B. and ZHAO W. D. et al. Experimental study of turbulent unconfined groundwater flow in a single fracture[J]. J. Hydrol., 2005, 311(1-4): 134–142.

    Google Scholar 

  18. IWAI K. Fundamental studies of fluid flow through a single fracture[D]. Ph. D. Thesis, Berkeley, USA: University of California, 1976.

    Google Scholar 

  19. SUN Feng-gen, LUO Shao-he and WANG Xin-yi et al. The average velocity equations in a single fracture [J]. Hydrogeol Eng. Geol., 1996, (4): 25–27(in Chinese).

    Google Scholar 

  20. MUNSON B. R., YOUNG D. F. and OKIISHI T. H. Fundamentals of fluid mechanics[M]. 3rd Edition, NY: John Wiley and Son, 1998.

    MATH  Google Scholar 

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Correspondence to Jia-zhong Qian.

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Project supported by the Program for New Century Excellent Talents in Universities (Grant No. NCET-06-0541) the National Natural Science Foundation of China (Grant Nos. 40672154, 40772153).

Biography: CHEN Zhou (1983-), Male, Ph. D. Candidate

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Chen, Z., Qian, Jz., Luo, Sh. et al. Experimental Study of Friction Factor for Groundwater Flow in a Single Rough Fracture. J Hydrodyn 21, 820–825 (2009). https://doi.org/10.1016/S1001-6058(08)60218-8

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  • DOI: https://doi.org/10.1016/S1001-6058(08)60218-8

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