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    P-wave dispersion and attenuation in fractured and porous reservoirs - poroelasticity approach

    Access Status
    Fulltext not available
    Authors
    Gurevich, Boris
    Brajanovski, Miroslav
    Galvin, R.
    Muller, T.
    Toms, Julianna
    Date
    2009
    Type
    Journal Article
    
    Metadata
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    Citation
    Gurevich, Boris and Brajanovski, Miroslav and Galvin, Robert and Mller, Tobias and Toms, Julianna. 2009. P-wave dispersion and attenuation in fractured and porous reservoirs - poroelasticity approach. Geophysical Prospecting 57: pp. 225-237.
    Source Title
    Geophysical Prospecting
    DOI
    10.1111/j.1365-2478.2009.00785.x
    ISSN
    00168025
    Faculty
    Department of Exploration Geophysics
    Faculty of Science and Engineering
    WA School of Mines
    Remarks

    Copyright © 2010 John Wiley & Sons, Ltd.

    URI
    http://hdl.handle.net/20.500.11937/34302
    Collection
    • Curtin Research Publications
    Abstract

    Natural fractures in hydrocarbon reservoirs can cause significant seismic attenuation and dispersion due to wave induced fluid flow between pores and fractures. We present two theoretical models explicitly based on the solution of Biot’s equations of poroelasticity. The first model considers fractures as planes of weakness (or highly compliant and very thin layers) of infinite extent. In the second model fractures are modelled as thin penny-shaped voids of finite radius. In both models attenuation is a result of conversion of the incident compressional wave energy into the diffusive Biot slow wave at the fracture surface and exhibits a typical relaxation peak around a normalized frequency of about 1. This corresponds to a frequency where the fluiddiffusion length is of the order of crack spacing for the first model and the crack diameter for the second. This is consistent with an intuitive understanding of the nature of attenuation: when fractures are closely and regularly spaced, the Biot’s slow waves produced by cracks interfere with each other, with the interference pattern controlled by the fracture spacing. Conversely, if fractures are of finite length, which is smaller than spacing, then fractures act as independent scatterers and the attenuation resembles the pattern of scattering by isolated cracks. An approximate mathematical approach based on the use of a branching function gives a unified analytical framework for both models.

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