4.7 Article

Seismic Wave Propagation in Partially Saturated Rocks With a Fractal Distribution of Fluid-Patch Size

Journal

Publisher

AMER GEOPHYSICAL UNION
DOI: 10.1029/2021JB023809

Keywords

partially saturated rocks; seismic attenuation; fractal fluid distribution; wave propagation equation; wave-induced local fluid flow; wave anelasticity

Funding

  1. Jiangsu Innovation and Entrepreneurship Plan
  2. Natural Science Foundation of Jiangsu Province [BK20210379]
  3. National Natural Science Foundation of China [41974123, 42104110]
  4. Jiangsu Province Science Fund for Distinguished Young Scholars

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Laboratory experiments have shown that seismic attenuation in partially saturated rocks can be significant. We propose a theory based on fractal patches to describe the seismic properties of partially saturated rocks, which leads to an effective frequency-dependent fluid modulus. The theory takes into account various parameters such as the scale range of the patches, the fractal dimension of the self-similar distribution, and the mean radius and variance of the Gaussian distribution. Experimental data on limestone samples support the validity of the proposed theory.
Laboratory experiments on partially saturated rocks show that seismic attenuation can be significant. The main mechanism, wave-induced local fluid flow (WILFF), is affected by the spatial fluid distribution, especially in conditions of patchy saturation at different spatial scales. We propose a theory to obtain the seismic properties of partially saturated rocks based on fractal (self-similar) patches, leading to an effective frequency-dependent fluid modulus. The model combines the differential effective medium and Biot-Rayleigh theories, where the patches are inclusions incrementally added, such that the effective fluid calculated in the current addition serves as host fluid in the next one. The analysis shows that adding identical inclusions in one or several steps produces nearly the same results, but the seismic properties depend on the scale range (radius) of the inclusions, fractal dimension D-f of the self-similar distribution, parameter theta of the exponential distribution, mean radius r(0) and variance sigma(2)(r) of the Gaussian distribution. Forced-oscillation experiments were performed on a limestone sample under partial water-saturation conditions at seismic frequencies (2-500 Hz), to obtain the velocity dispersion and extensional attenuation. The proposed theory provided a reasonable description of these experimental data as well as other published measurements on tight carbonate and Berea sandstone.

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