1887

Abstract

Summary

Gas–oil gravity drainage that takes place in the gas-invaded zone of fractured reservoirs is the main production mechanism of gas-cap drive fractured reservoirs as well as fractured reservoirs subjected to gas injection. Interaction of neighboring matrix blocks through reinfiltration and capillary continuity effects controls the efficiency of gravity drainage. Existence of capillary continuity between adjacent matrix block is likely to increase the ultimate recovery significantly. Liquid bridge formed in fractures has a significant role in maintaining the capillary continuity between two neighboring matrix blocks. The degree of capillary continuity is proportional to capillary pressure in the fracture due to the presence of formed liquid bridge. Only a handful of studies have focused on the subject of liquid bridge in fractures and related capillary pressure. The main contribution is to develop a numerical procedure to predict liquid bridge characteristics (e.g. its shape, its stability and its capillary pressure). Accurate determination of gas-liquid interface profile of liquid bridge is crucial to predict fracture capillary pressure precisely. To this end, numerical solution of Young-Laplace equation in the absence and in the presence of gravitational effects is found and the obtained results are verified by the experimental data. Computation of fracture capillary pressure as a function of liquid bridge volume for different contact angles revealed that the fracture capillary pressure-liquid saturation curve has a shape similar to that of a matrix. Therefore, the capillary pressure of porous media can be applied directly for fractures considering proper modifications. Furthermore, the stability of liquid bridge has been investigated using the concept of critical fracture aperture. Critical fracture aperture is defined as the maximum fracture aperture that a liquid bridge with specific volume can exist. Finally, an empirical relation has been developed that correlates the critical fracture aperture to both the liquid bridge volume and the contact angle. Results of this study emphasize the importance of capillary continuity created by liquid bridges and therefore, incorporation of liquid bridges in the study of gas-oil gravity drainage will lead to more realistic performance prediction of fractured porous media.

Loading

Article metrics loading...

/content/papers/10.3997/2214-4609.201802161
2018-09-03
2024-04-28
Loading full text...

Full text loading...

References

  1. Bech, N., Jensen, O. K., & Nielsen, B.
    [1991] Modeling of Gravity-Imbibition and Gravity-Drainage Processes: Analytic and Numerical Solutions. SPE Reservoir Engineering. 129–136
    [Google Scholar]
  2. BrooksRH, CoreyAT.
    [1964] Hydraulic Properties of Porous Media. Hydrology Paper No. 3, Fort Collins: Civil Engineering department, Colorado State University.
    [Google Scholar]
  3. Dejam, M., Hassanzadeh, H.
    [2011] Formation of liquid bridges between porous matrix blocks. AIChE J. 57 (2), 286–298.
    [Google Scholar]
  4. Dejam, M., Hassanzadeh, H., Chen, Z.
    [2014] Shape of Liquid Bridges in a Horizontal Fracture, Journal of Fluid Flow, Heat and Mass Transfer, 1, 1–8
    [Google Scholar]
  5. Dindoruk, B. and Firoozabadi, A.
    [1994] Liquid film flow in a fracture between two porous blocks,”Physics of Fluids, vol. 6, pp. 3861–3869.
    [Google Scholar]
  6. Dindoruk, B., Firoozabadi, A.
    , [1995] Computation of gas–liquid drainage in fractured porous media recognizing fracture liquid flow. J Can Petrol Technol. 34, 39–49.
    [Google Scholar]
  7. Festoy, S., & Van Golf-Racht, T. D.
    [1989] Gas Gravity Drainage in Fractured Reservoirs Through New Dual-Continuum Approach. SPE Reservoir Engineering. 271–278
    [Google Scholar]
  8. FiroozabadiA.
    [2000] Recovery Mechanisms in Fractured Reservoirs and Field Performance, J. Can. Petrol. Technol. 39, 11, 13–17.
    [Google Scholar]
  9. Firoozabadi, A., & Markeset, T.
    , [1994] An experimental study of the gas-liquid transmissibility in fractured porous media. SPE Reservoir Engineering, 9(03), 201–207
    [Google Scholar]
  10. Horie, T., Firoozabadi, A., Ishimoto, K.
    , [1990] Laboratory studies of capillary interaction in fracture/matrix systems. SPE Res. Eval. Eng. 5, 353–360.
    [Google Scholar]
  11. Hotta, K., Takeda, K., & Iinoya, K.
    , [1974] The capillary binding force of a liquid bridge. Powder Technology, 10(4–5), 231–242
    [Google Scholar]
  12. Labastie, A.
    [1990] Capillary continuity between blocks of a fractured reservoir. SPE Annual Technical Conference and Exhibition, 23–26 September, New Orleans, Louisiana
    [Google Scholar]
  13. Lian, G., Thornton, C., & Adams, M. J.
    [1993] A theoretical study of the liquid bridge forces between two rigid spherical bodies. Journal of colloid and interface science, 161(1), 138–147
    [Google Scholar]
  14. Mashayekhizadeh, V., Ghazanfari, M. H., Kharrat, R., & Dejam, M.
    [2011] Pore-level observation of free gravity drainage of oil in fractured porous media. Transport in porous media, 87(2), 561–584
    [Google Scholar]
  15. Mason, G. and Clark, W.C.
    [1965] Liquid bridges between spheres. Chemical Engineering Science, 20(10), pp.859–866.
    [Google Scholar]
  16. ReitsmaS, KueperBH.
    [1994] Laboratory measurement of capillary pressure-saturation relationships in a rock fracture. Water Resour Res.;30:865–878.
    [Google Scholar]
  17. Sajadian, V. A., Danesh, A., & Tehrani, D. H.
    [1998] Laboratory Studies of Gravity Drainage Mechanism in Fractured Carbonate Reservoir - Capillary Continuity. Society of Petroleum Engineers. doi:10.2118/49497‑MS
    https://doi.org/10.2118/49497-MS [Google Scholar]
  18. Sanz, A., & Martinez, I.
    [1983] Minimum volume for a liquid bridge between equal disks. Journal of Colloid and Interface Science, 93(1), 235–240.
    [Google Scholar]
  19. Thomas, L.K., Dixon, T.N., Evans, C.E., Vienot, M.E.
    [1987] Ekofisk Waterflood Pilot. JPT, 39 (2), 221–32.
    [Google Scholar]
  20. Van Genuchten MT
    . [1980] A closed form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci Am J.44: 892–898.
    [Google Scholar]
http://instance.metastore.ingenta.com/content/papers/10.3997/2214-4609.201802161
Loading
/content/papers/10.3997/2214-4609.201802161
Loading

Data & Media loading...

This is a required field
Please enter a valid email address
Approval was a Success
Invalid data
An Error Occurred
Approval was partially successful, following selected items could not be processed due to error