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A Dynamic Network-Type Simulator to Investigate the Multiphase Flow Properties of Heterogeneous Soils

机译:研究非均质土壤多相流动特性的动态网络型模拟器

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摘要

A dynamic and large-scale network simulator was developed to simulate the rate-controlled immiscible displacement of two fluids in long, undisturbed soil columns. The simulator is a fast method for upscaling the hydraulic properties of heterogeneous soils and is an alternative to the conventional method where a system of partial differential equations is solved in a numerical grid. The pore space is regarded as a cubic network. Each node represents a pore network, the permeability of which is chosen randomly from a density distribution function. The macroheterogeneity of the large-scale network is quantified by the width of the node permeability distribution. The capillary pressure and relative permeability functions are obtained from either the quasistatic simulation of the displacement of water by oil in a pore-and-throat network or the inverse modeling of soil column flow tests by using the approximate multiflowpath model (MFPM). At each time step, the fluid saturation and pressure of each node are calculated, formulating mass balances at each node, accounting for capillary, viscous and gravity forces, solving the system of coupled and linear equations, calculating the instantaneous flow rates, and updating the local fluid saturations. The inlet pressure is adjusted to keep the total flow rate of injected fluid constant. Sensitivity analysis revealed that the transient responses of the axial distribution of fluid saturation, total pressure drop across the network, and sample averaged (upscaled) relative permeability functions depend on the variability of permeability distribution, spatial correlations of permeability field, capillary number, and viscosity ratio. When the microheterogeneity at the pore network scale of nodes strengthens, the flow of oil through preferential pathways is enhanced, and the upscaled water and oil relative permeabilities change drastically.
机译:开发了一个动态的大型网络模拟器,以 模拟在不受干扰的长土柱中两种流体的速率控制的不混溶位移。该模拟器是一种 快速方法,用于扩展非均质 土的水力特性,并且是常规方法的替代方法,在传统方法中, 是偏微分方程组在数值 网格中求解。孔空间被认为是三次网络。每个节点 代表一个孔网络,其渗透率是从密度分布函数中随机选择的。大型网络的宏观非均质性 是通过 节点渗透率分布的宽度来量化的。毛细压力和相对 渗透率函数是通过孔和喉 网络中油对水的置换的准静态 模拟获得的或使用近似多流径模型(MFPM)通过 进行土柱流动测试的逆向建模。在每个 步骤,计算每个节点的流体饱和度和压力, 在每个节点处形成质量平衡,并考虑到毛细血管, 粘液和重力,求解耦合方程和 线性方程组,计算瞬时流量, 并更新局部流体饱和度。调节入口压力 以保持注入流体的总流量恒定。 敏感性分析表明, 流体轴向分布的瞬态响应饱和度,整个网络的总压降 和样本平均(放大)的相对 渗透率函数取决于渗透率 分布的变异性,渗透率场,毛细管 数和粘度比。当 节点的孔隙网络尺度上的微非均质性增强时,油 通过优先途径的流动会增强,并且高档的 水和油相对渗透性急剧变化。

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  • 来源
    《Vadose Zone Journal》 |2010年第2期|1-10|共10页
  • 作者单位

    Foundation for Research and Technology, Hellas, Institute of Chemical Engineering and High Temperature Chemical Processes, Stadiou str., Platani, P.O. Box 1414, 26504 Patras, Greece;

    Foundation for Research and Technology, Hellas, Institute of Chemical Engineering and High Temperature Chemical Processes, Stadiou str., Platani, P.O. Box 1414, 26504 Patras, Greece;

    Foundation for Research and Technology, Hellas, Institute of Chemical Engineering and High Temperature Chemical Processes, Stadiou str., Platani, P.O. Box 1414, 26504 Patras, Greece;

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  • 正文语种 eng
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  • 入库时间 2022-08-18 00:24:27

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