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Two-phase flow in rough-walled fractures: Comparison of continuum and invasion-percolation models

机译:粗糙壁裂缝中的两相流:连续渗流模型和侵入渗流模型的比较

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摘要

[1] We present a systematic comparison study of simulating two-phase flow (drainage) in single heterogeneous fractures by using two fundamentally different approaches, namely, a continuum-based two-phase flow model and an invasion-percolation (IP) model. We analyze both gravity neutral and gravity destabilized cases. In the continuum model, the two-phase mass conservation equations for the 2-D fracture plane are solved, based on modifications to TOUGH2, a numerical simulator for multiphase and multicomponent flow and transport in geological media. A specific capillary pressure-liquid saturation function is used to account for the sudden drainage of a local aperture location in the fracture once its local aperture-dependent nonwetting phase fluid entry pressure is exceeded. Results from the continuum model are compared to those from an IP model that includes trapping. We consider cases where the contribution of aperture-induced curvature in the capillary pressure term dominates over that of the in-plane curvature. The comparison shows that the presented continuum model can well reproduce the IP model results at low-capillary-number conditions and furthermore can also produce meaningful results in the high-capillary-number regimes where IP models are not valid. Taking into account the viscous forces in the fluid displacement process, the continuum model is used to examine the effect of capillary number (reflecting the injection rate) on the phase invasion. When the injection rate varies from low to high, simulations using the continuum model show that the invasion pattern changes from single dominant fingers to more homogeneous spreading and/or clusters with numerous tortuous fingers. This trend is comparable to results from previous experimental observations in the literature. The continuum model is also used to numerically construct the upscaled (fracture-scale) capillary pressure-saturation relationship. The upscaled relationship can be well fitted to the van Genuchten and the Brooks-Corey porous-medium-type models. Fracture capillary behavior depends on the aperture field heterogeneity. Simulation results indicate that increasing the aperture standard deviation leads to smaller entry pressure and larger residual water saturation.
机译:[1]我们通过使用两种根本不同的方法,即基于连续介质的两相流模型和侵入渗流(IP)模型,对单个非均质裂缝中的两相流(排水)进行系统的比较研究。我们分析了重力中性和重力不稳定的情况。在连续模型中,基于对TOUGH2的修改,求解了二维裂缝平面的两相质量守恒方程,TOUGH2是一种用于地质介质中多相和多组分流动和传输的数值模拟器。特定的毛细管压力-液体饱和度函数用于解决裂缝中局部孔口位置的非润湿相流体进入压力被超过后,局部孔口位置突然排出的问题。将连续模型的结果与包含陷阱的IP模型的结果进行比较。我们考虑在毛细管压力项中孔隙引起的曲率的贡献超过面内曲率的贡献的情况。比较表明,所提出的连续谱模型可以很好地重现在低毛细管数条件下的IP模型结果,并且还可以在IP模型无效的高毛细管数方案中产生有意义的结果。考虑到流体驱替过程中的粘性力,使用连续模型来检查毛细管数(反映注入速率)对相侵入的影响。当注射速率从低到高变化时,使用连续模型的模拟显示入侵模式从单个显性手指变为更均匀的散布和/或具有多个曲折手指的簇。这种趋势与文献中先前实验观察的结果相当。连续体模型还用于数值构造放大的(断裂尺度)毛细管压力-饱和度关系。高档关系可以很好地适合van Genuchten和Brooks-Corey多孔介质型模型。骨折的毛细管行为取决于孔径场的异质性。仿真结果表明,增加孔径标准偏差会导致较小的进入压力和较大的残留水饱和度。

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  • 来源
    《Water resources research》 |2013年第2期|993-1002|共10页
  • 作者单位

    Department of Earth Sciences, Uppsala University, Uppsala, Sweden;

    Department of Earth Sciences, Uppsala University, Uppsala, Sweden;

    Department of Earth Sciences, Uppsala University, Uppsala, Sweden;

    Center for Experimental Study of Subsurface Environmental Processes,Colorado School of Mines, Golden, Colorado, USA;

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