Abstract
The acoustic-electrical (AE) response of subsurface hydrocarbon reservoirs is highly affected by rock heterogeneity. In particular, the characterization of the microstructure of tight (low-permeability) rocks can be aided by a joint interpretation of AE data. To this purpose, we evaluate cores from a tight-oil reservoir to obtain the rock mineralogy and pore structure by X-ray diffraction and casting thin sections. Then, ultrasonic and resistivity experiments are performed under different confining pressures to analyze the effects of pores, microcracks and mineralogy on the AE properties. We have developed acoustic and electrical models based on effective-medium theories, and the Cole–Cole and triple-porosity equations, to simulate the response to total and soft (crack) porosities and clay content. The results show that these properties play a significant role. Then, a 3D rock-physical template is built and calibrated by using the core samples and well-log data. The template is applied to tight-oil reservoirs to estimate the rock properties, which are validated with log data. The good match between the predictions and these data indicates that the model can effectively explain the effects of the heterogeneous microstructure on the AE data.
Article Highlights
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Tight rock microstructure is analyzed with X-ray diffraction, thin sections and ultrasonic and electrical resistivity tests
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Rock acoustic-electrical properties are obtained by the effective-medium and triple-porosity theories
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Practical application is given based on an acoustic-electrical rock physics template
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Acknowledgements
The authors are grateful to the Editor in Chief and anonymous reviewers for their valuable comments. The authors appreciate the help of Dr. Han Xuehui for the experimental tests and helpful discussions. This work is supported by the National Natural Science Foundation of China (Grant No. 41974123, No. 42174161), the Jiangsu Innovation and Entrepreneurship Plan and the Jiangsu Province Science Fund for Distinguished Young Scholars (Grant No. BK20200021).
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Appendices
Appendix 1: The geometrical factors (P, Q)
The coefficients P and Q for ellipsoidal inclusions are given in Berryman (1980) and Mavko et al. (2009),
with the pertinent scalars T1 and T2 given by,
where
with G, H and J given by
where Km, μm and vm are the bulk and shear moduli and Poisson’s ratio of the host phase, respectively, Ki, and μi are the bulk and shear moduli of the phase i, and
for prolate (α > 1) and oblate (α < 1) spheroids, respectively, the α is aspect ratio, and
Appendix 2: The dispersion equation
The dispersion equation is given in Sun et al. (2016) and Zhang et al. (2017). The plane-wave analysis was performed by substituting a time harmonic kernel \(e^{{i\left( {\omega t - k \cdot {\mathbf{x}}} \right)}}\) into Eq. (4). Then the complex wave number \(k\) can be obtained as
and
where the Biot dissipation coefficients (Biot 1962 and Sun et al. 2016) and the permeabilities of the three phases (Vaughan et al. 1986 and Mavko et al. 2009),
where D = 50 and κ0 = 75.54 mdarcy, and
The stiffness and density coefficients are
where Ks, Kb and Kf are the bulk moduli of the mineral mixture, skeleton and fluid, respectively, ρs1, ρs2 and ρsh are the mineral densities corresponding to the three phases, ρf is the fluid density, and
where Kb1, Kb2 and Kb3 are the skeleton bulk moduli of the crack inclusions, host and clay inclusions, respectively, and Ks1, Ks2 and Ksh are the mineral bulk moduli corresponding to the three phases.
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Pang, M., Ba, J., Carcione, J.M. et al. Acoustic and Electrical Properties of Tight Rocks: A Comparative Study Between Experiment and Theory. Surv Geophys 43, 1761–1791 (2022). https://doi.org/10.1007/s10712-022-09730-3
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DOI: https://doi.org/10.1007/s10712-022-09730-3