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Anti-correlated Porosity-Permeability Changes During the Dissolution of Carbonate Rocks: Experimental Evidences and Modeling

机译:碳酸盐岩溶解过程中反相关的孔隙度-渗透率变化:实验证据和建模

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摘要

The dissolution of carbonate rocks usually leads to both porosity (phi) and permeability (k) increase. We present experimental evidences and physical-based models of positive and anti-correlated dynamics of k and phi observed during dissolution experiments of carbonate rocks. We study the way the rate of change of phi and k is controlled by the degree of undersaturation of the percolating solution for two different types of carbonate rocks. We document the occurrence of an anti-correlated k - phi trend when the flowing fluid (deionized water) has a weak capacity of dissolution. A positive correlation is found when CO2 is added to the deionized water to increase the potential dissolution rate. Detailed analyses of the microstructures of the rock performed by X-raymicrotomography reveal that low dissolution rate favors detachment of solid particles and their subsequent accumulation at the pore-throat inlet. Particles are detached from the rock matrix due to the differential dissolution rate of the indurated grains and the microporous cement. We then propose a simple phenomenological model to interpret the effect of the pore-throat clogging by the accumulation of partially dissolved carbonate particles. We conjecture that permeability is controlled by the decrease of the effective hydraulic radius and the increase of the tortuosity due to partial and localized obstruction of the pore network. Conversely, increasing the level of undersaturation of the flowing solution leads to an augmented potential of dissolving most of the transported particles before they reach the throats. In this case, both k and phi increase and display power-law correlations.
机译:碳酸盐岩石的溶解通常会导致孔隙率(phi)和渗透率(k)的增加。我们提供了碳酸盐岩溶出实验期间观察到的k和phi的正和反相关动力学的实验证据和基于物理的模型。我们研究了两种不同类型碳酸盐岩渗滤溶液的不饱和度控制phi和k变化率的方式。当流动的流体(去离子水)的溶解能力较弱时,我们记录了反相关的k-phi趋势的发生。将CO2添加到去离子水中以增加潜在的溶出速率时,发现正相关。通过X射线断层照相术对岩石的微观结构进行的详细分析显示,低溶解速率有利于固体颗粒的分离以及它们随后在孔喉入口处的堆积。由于硬粒和微孔水泥的溶解速度不同,颗粒从岩石基质中分离出来。然后,我们提出了一个简单的现象学模型,以解释由于部分溶解的碳酸盐颗粒的堆积而造成的孔喉堵塞的影响。我们推测渗透率是由有效水力半径的减小和曲折度的增加所控制的,而曲折度的增加是由于孔网的局部和局部阻塞所致。相反,增加流动溶液的不饱和度水平会增加在它们到达喉咙之前溶解大部分被运输颗粒的潜力。在这种情况下,k和phi都会增加并显示幂律相关性。

著录项

  • 来源
    《Transport in Porous Media》 |2015年第2期|595-621|共27页
  • 作者单位

    Univ Montpellier 2, UMR CNRS INSU 5243, Geosci Montpellier, F-34095 Montpellier, France;

    Univ Montpellier 2, UMR CNRS INSU 5243, Geosci Montpellier, F-34095 Montpellier, France;

    Univ Montpellier 2, UMR CNRS INSU 5243, Geosci Montpellier, F-34095 Montpellier, France|Politecn Milan, Dipartimento Ingn Civile & Ambientale, I-20133 Milan, Italy;

    Politecn Milan, Dipartimento Ingn Civile & Ambientale, I-20133 Milan, Italy|Univ Arizona, Dept Hydrol & Water Resources, Tucson, AZ 85721 USA;

    Politecn Milan, Dipartimento Ingn Civile & Ambientale, I-20133 Milan, Italy|Univ Arizona, Dept Hydrol & Water Resources, Tucson, AZ 85721 USA;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Carbonates reservoirs; Laboratory experiments; Porosity evolution; Permeability dynamics; Dissolution; X-ray microtomography;

    机译:碳酸盐岩储层;实验室实验;孔隙度演化;渗透动力学;溶解;X射线显微照相;

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