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Effects of Heterogeneous Local Swelling and Multiple Pore Types on Coaland Shale Permeability Evolution

机译:异质局部肿胀和多孔煤和页岩渗透施力的影响

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The permeability of fractured sorbing media, such as shale and coal, is mainly controlled by effectivestresses and sorption-induced strains. Although the influence of effective stresses on permeability hasbeen extensively studied, how sorption-induced strains affect permeability evolution has not been fullyunderstood. Sorption-induced strains can impact the permeability in opposite ways at different time scales.If the swelling occurs at matrix surfaces (local swelling), the swelling strain purely reduces fracture apertureand results in a permeability decline. However, when the whole rock is fully invaded by injected gas, theswelling of the whole rock (global swelling) increases fracture aperture and the bulk volume, enhancing thepermeability. Most existing models only use fracture (pore) pressure to describe rock swelling, assumingthat the rock is fully invaded and matrix-fracture pressure equilibrium is achieved. They cannot explain someexperimental data because rocks may never be fully invaded during permeability measurement. Moreover,different pore types are not considered and local swelling can be heterogeneous due to complex matrixcomponents. In this paper, the non-equilibrium effects are depicted by defining two continua (matrices and fractures)with distinct pressure values. The transition between local swelling and global swelling is quantified bythe pressure difference between the two systems. The larger the pressure difference is, the heavier localswelling effects will be. And global swelling is only a function of fracture pressure. Different pore typesare included in our permeability model. And the heterogeneous local swelling strain is characterized by asplitting strain function.
机译:裂缝吸附介质的渗透率,如页岩和煤,主要由有效的反应和吸附诱导的菌株控制。虽然有效应力对具有渗透性的渗透性的影响广泛研究,但如何抑制渗透性进化的吸附诱导的菌株如何尚未被全面。吸附诱导的菌株可以在不同时间尺度的相反方式影响渗透性。如果在基质表面(局部肿胀)发生溶胀,则溶胀菌株纯粹降低骨折导致渗透率下降。然而,当通过注射气体完全侵入整个岩石时,整个岩石(全球肿胀)的筛选增加了骨折和散装体积,增强了可渗透性。大多数现有型号仅使用骨折(孔)压力来描述岩石肿胀,假设岩石是完全侵入的,并且实现了基质 - 断裂压力平衡。他们无法解释Someexperation数据,因为在渗透率测量期间岩石可能永远不会完全侵入。此外,由于复杂的基质组分,不考虑不同的孔隙类型,并且局部溶胀可以是异质的。在本文中,通过用不同的压力值定义两个连续体(基质和裂缝)来描绘非平衡效应。通过两个系统之间的压力差来量化局部溶胀和全局肿胀之间的过渡。压力差异越大,较重的入学效应将是。全球肿胀只是裂缝压力的函数。我们的渗透性模型中包含不同的孔隙类型。并且,异质局部溶胀菌株的特征在于消除应变功能。

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