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Elastic wave propagation and attenuation in a double-porosity dual-permeability medium

机译:双孔双渗透介质中的弹性波传播与衰减

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To account for large-volume low-permeability storage porosity and low-volume high-permeability fracture/crack porosity in oil and gasreservoirs, phenomenological equations for theporoelastic behavior of a double porosity medium havebeen formulated and the coefficients in these linearequations identified. This generalization from asingle porosity model increases the number ofindependent inertial coefficients from three to six,the number of independent drag coefficients from threeto six, and the number of independent stress-straincoefficients from three to six for an isotropicapplied stress and assumed isotropy of the medium. Theanalysis leading to physical interpretations of theinertial and drag coefficients is relativelystraightforward, whereas that for the stress-straincoefficients is more tedious. In a quasistaticanalysis, the physical interpretations are based uponconsiderations of extremes in both spatial andtemporal scales. The limit of very short times is theone most pertinent for wave propagation, and in thiscase both matrix porosity and fractures are expectedto behave in an undrained fashion, although ouranalysis makes no assumptions in this regard. For thevery long times more relevant to reservoir drawdown,the double porosity medium behaves as an equivalentsingle porosity medium. At the macroscopic spatiallevel, the pertinent parameters (such as the totalcompressibility) may be determined by appropriatefield tests. At the mesoscopic scale, pertinentparameters of the rock matrix can be determineddirectly through laboratory measurements on core, andthe compressibility can be measured for a singlefracture. We show explicitly how to generalize thequasistatic results to incorporate wave propagationeffects and how effects that are usually attributedto squirt flow under partially saturated conditionscan be explained alternatively in terms of thedouble-porosity model. The result is therefore atheory that generalizes, but is completely consistentwith, Biot's theory of poroelasticity and is valid foranalysis of elastic wave data from highly fractured reservoirs.
机译:为了解决油气藏中的大体积低渗透储层孔隙度和小体积高渗透性裂缝/裂缝孔隙度,已建立了双重孔隙介质孔隙弹性行为的现象学方程式,并确定了这些线性方程式的系数。对于各向同性施加的应力和假定的各向同性,这种从单一孔隙度模型的推广将独立惯性系数的数量从3增加到6,将独立阻力系数的数量从3增加到6,并将独立应力-应变系数的数量从3增加到6。导致对惯性和阻力系数进行物理解释的分析相对简单,而应力-应变系数的分析则比较繁琐。在准静态分析中,物理解释是基于对时空尺度上的极端现象的考虑。极短时间的限制是与波传播最相关的限制,在这种情况下,尽管我们的分析没有对此做出任何假设,但预计基质孔隙率和裂缝都将以不排水的方式表现。对于与储层回灌更相关的很长一段时间,双重孔隙度介质表现为等效的单一孔隙度介质。在宏观空间水平上,可以通过适当的现场测试确定相关参数(例如总压缩率)。在介观尺度上,可以通过实验室对岩心的测量直接确定岩石基质的相关参数,并且可以测量单个裂缝的可压缩性。我们明确显示了如何将准静态结果归纳为波传播效应,以及如何在双孔隙度模型下交替解释在部分饱和条件下通常归因于喷流的效应。因此,结果是一个可以推广但完全符合Biot孔隙弹性理论的理论,并且对于分析高裂缝性储层的弹性波数据是有效的。

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