1887

Abstract

Summary

Along with applicability to the specific reservoir scenario, calibrability is an indispensable criterion for selection of the optimum rock-physics model. Calibration becomes of an underdetermined nature and suffers from non-uniqueness when the parameters in the model outnumber the measured data which is typically limited to sonic and density. In this article, the calibration method proposed by was used to address this challenges by comparing three different models for dry rock elastic moduli (Xu&White, Keys&Xu, Nur’s critical porosity) on sand-shale mixtures. The performance of these models in predicting the wireline log velocities and their corresponding fitting parameters were compared. It was observed that, once calibrated, all the three models could reasonably model the elastic moduli log data. The optimised critical porosity for high porosity sands were about 0.35–0.4 and the increase in clay content reduces this value. The critical porosities optimised separately for shear modulus were slightly higher than the ones for the bulk modulus. The optimised effective aspect ratio from Xu-White model for high porosity sands were about 0.2 and the increase in clay content reduces this value. The aspect ratios from Keys-Xu model show a large scatter and do not agree well with Xu-white model.

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/content/papers/10.3997/2214-4609.201801016
2018-06-11
2024-04-20
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References

  1. Amini, H.
    (2018). Calibration of mineral and dry rock elastic moduli in sand-shale mixtures. Submitted to 80th EAGE conference, Copenhagen.
    [Google Scholar]
  2. Ruiz, F. and Dvorkin, J.
    (2010). Predicting elasticity in nonclastic rocks with a differential effective medium model. GEOPHYSICS, 75(1), E41–E53.
    [Google Scholar]
  3. Keys, R.G. and Xu, S.Y.
    (2002). An approximation for the Xu-White velocity model. Geophysics (67).
    [Google Scholar]
  4. Mavko, G., Mukerji, T., & Dvorkin, J.
    (2009). The Rock Physics Handbook. Cambridge: Cambridge University
    [Google Scholar]
  5. Sams, M.S. and Andrea, M. (2001). The effect of clay distribution on the elastic properties of sandstones Geophys. Prospect. 49128–50
    [Google Scholar]
  6. Nur, A.M., Mavko, G., Dvorkin, J. and Gal, D.
    (1995). Critical porosity: The key to relating physical properties to porosity in rocks. SEG Technical Program Expanded Abstracts 1995: pp. 878–881.
    [Google Scholar]
  7. Smith, T.M.
    (2011). Practical seismic petrophysics: The effective use of log data for seismic analysis. TLE, 30.
    [Google Scholar]
  8. Vernik, L. and Kachanov, M.
    (2010). Modeling elastic properties of siliciclastic rocks. GEOPHYSICS, 75(6),
    [Google Scholar]
  9. Xu, S. and White, R.E.
    (1995). A new velocity for clay sand mixtures Geophys. Prospect. 4391–118
    [Google Scholar]
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