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Scaling effect of breakthrough character in porous media

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Chinese Science Bulletin

Abstract

Breakthrough phenomenon during fluids percolating through wet saturated porous layer is widely met in the study of heat and mass transfer in porous media. Breakthrough pressure (BP) is a characteristic pressure that indicates the intrinsic properties of seepage within porous media. Measuring results of BP for saturated narrow-sieved sand are reported here. The curve of BP varying with the height of porous layer was obtained. Experiment and analysis indicate that BP is independent of the height of particle packed layer if thick enough; however, when the height is less than a certain critical value, BP diminishes with the decrease of the height according to a universal scaling law.

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References

  1. Dullien, F. A. L., Porous Media: Fluid Transport and Pore Structure, 2nd edition, London: Academic Press, 1992.

    Google Scholar 

  2. Leverett, M. C., Capillary behavior in porous solids, Trans. Am. Inst. Min. Metall. Pet. Eng., 1941, 142: 152.

    Google Scholar 

  3. Katz, A. J., Thompson, A. H., Quantitative prediction of permeability in porous rock, Phys. Rev. B, 1986, 34: 8179.

    Article  CAS  Google Scholar 

  4. Lei, S. Y., Jia, L. Q., Zheng, G. Y. et al., Experiments of pressure threshold and permeability of sand, Chinese J. Engineering Thermophys (in Chinese), 1998, 19: 80.

    Google Scholar 

  5. Boukadi, F., Bemani, A., Rumhy, M. et al., Threshold pressure as a measure of degree of rock wettability and diagenesis in consolidated Omani limestone cores, Marine and Petroleum Geology, 1998, 15: 33.

    Article  Google Scholar 

  6. Sahimi, M., Flow and Transport in Porous Media and Fractured Rock: From Classical Methods to Mordern Approaches, New York: VCH, 1995.

    Google Scholar 

  7. Selyakov, V. I., Kadet, V. V., Percolation Models for Transport in Porous Media With Applications to Reservoir Engineering, Boston: Kluwer Academic Publishers, 1996.

    Google Scholar 

  8. Adler, P. M., Thovert, J.-F., Fractures and Fracture Networks, London: Kluwer Academic, 1999.

    Google Scholar 

  9. Klemm, A., Muller, H.-P., Kimmich, R., Evaluation of fractal parameters of percolation model objects and natural porous media by means of NMR microscopy, Physica A, 1999, 266: 242.

    Article  CAS  Google Scholar 

Download references

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Correspondence to Xuejiao Hu.

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Hu, X., Du, J., Liu, X. et al. Scaling effect of breakthrough character in porous media. Chin.Sci.Bull. 46, 878–880 (2001). https://doi.org/10.1007/BF02900443

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  • DOI: https://doi.org/10.1007/BF02900443

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