基于Brinkmann项和粘性耦合动量方程的有效相对渗透率

Yangyang Qiao, P. Andersen, Sadegh Ahmadpour
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引用次数: 0

摘要

相对渗透率表示一种流体在有另一种流体存在的情况下流过多孔介质时的流度降低系数,出现在多相流的达西定律中。在这项工作中,我们用更一般的动量方程代替达西定律,计算流体-岩石相互作用(流动阻力)、流体-流体相互作用(阻力)和响应流体间隙速度梯度的布林克曼项。通过耦合动量方程和相输运方程,我们研究了两个重要的流动过程:强迫吸胀(岩心驱油)和逆流自发吸胀。前者施加恒定的注水量,忽略毛细力;后者由毛细力驱动过程,总通量为零。我们的目标是了解这些体系和流体结构的相对渗透率。从以前的工作中,当使用不含Brinkmann项的动量方程时,对于依赖于流动模式的两种流动模式,获得了唯一的依赖于饱和度的相对渗透率。现在,在布林克曼条件下,相对渗透率取决于间隙速度和压力的局部空间导数。利用相达西速度和相压力梯度的比值计算了两相的局部相对渗透率。此外,利用强迫渗吸的JBN方法,根据压降和平均饱和度计算相对渗透率。用文献数据对两种流量设置进行了参数化,并进行了灵敏度分析。在岩心驱油过程中,布林克曼项给出了更平坦的饱和度剖面和更高的前缘饱和度。饱和剖面形状随时间变化。局部水的相对渗透率降低,而油的相对渗透率略有提高。随着布林克曼项的增加,相对渗透率可以局部评价的饱和范围增大,并且变窄。JBN相对渗透率偏离局部值:曲线和饱和范围的趋势是相同的,但更明显,因为它们包含了平均测量,包括进口的强烈冲击。布林克曼效应在足够的距离后消失,导致独特的饱和函数作为极限。非稳态相对渗透率(基于单相注入的瞬态数据)不同于稳态相对渗透率(基于两种流体共注入的稳态数据),因为布林克曼项在稳态时为零。在自发渗吸过程中,Brinkmann项的较高影响导致低含水饱和度时油的相对渗透率降低,高含水饱和度时略有增加,而水的相对渗透率仅略有降低。净效应是渗吸剖面的延迟。由于相速度(涉及布林克曼项)随距离减小,局部相对渗透率在系统深处接近不含布林克曼项的独特饱和函数。在这两种系统中,尺度和模拟表明,布林克曼项导致的相对渗透率的相对变化随着布林克曼系数、渗透率和距离进口的平方反比的增加而增加。
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Effective Relative Permeabilities Based on Momentum Equations with Brinkmann Terms and Viscous Coupling
The relative permeability expresses the mobility reduction factor when a fluid flows through a porous medium in presence of another fluid and appears in Darcy's law for multiphase flow. In this work, we replace Darcy's law with more general momentum equations accounting for fluid-rock interaction (flow resistance), fluid-fluid interaction (drag) and Brinkmann terms responding to gradients in fluid interstitial velocities. By coupling the momentum equations with phase transport equations, we study two important flow processes: forced imbibition (core flooding) and counter-current spontaneous imbibition. In the former a constant water injection rate is applied, and capillary forces neglected, while in the latter, capillary forces drive the process, and the total flux is zero. Our aim is to understand what relative permeabilities result from these systems and flow configurations. From previous work, when using momentum equations without Brinkmann terms, unique saturation dependent relative permeabilities are obtained for the two flow modes that depend on the flow mode. Now, with Brinkmann terms included the relative permeabilities depend on local spatial derivatives of interstitial velocity and pressure. Local relative permeabilities are calculated for both phases utilizing the ratio of phase Darcy velocity and phase pressure gradient. In addition, we utilize the JBN method for forced imbibition to calculate relative permeabilities from pressure drop and average saturation. Both flow setups are parameterized with literature data and sensitivity analysis is performed. During core flooding, Brinkmann terms give a flatter saturation profile and higher front saturation. The saturation profile shape changes with time. Local water relative permeabilities are reduced, while they are slightly raised for oil. The saturation range where relative permeabilities can be evaluated locally is raised and made narrower with increased Brinkmann terms. JBN relative permeabilities deviate from the local values: the trends in curves and saturation range are the same but more pronounced as they incorporate average measurements including the strong impact at the inlet. Brinkmann effects vanish after sufficient distance traveled resulting in the unique saturation functions as a limit. Unsteady state relative permeabilities (based on transient data from single phase injection) differ from steady state relative permeabilities (based on steady state data from co-injection of two fluids) because the Brinkmann terms are zero at steady state. During spontaneous imbibition, higher effect from the Brinkmann terms caused oil relative permeabilities to decrease at low water saturations and slightly increase at high saturations, while water relative permeability was only slightly reduced. The net effect was a delay of the imbibition profile. Local relative permeabilities approached the unique saturation functions without Brinkmann terms deeper in the system because phase velocities (involved in the Brinkmann terms) decrease with distance. In both systems, scaling and simulations demonstrate that the relative change in relative permeabilities due to Brinkmann terms increases with Brinkmann coefficient, permeability and inverse squared distance from the inlet.
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