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Chemical dissolution-front instability associated with water-rock reactions in groundwater hydrology: Analyses of porosity-permeability relationship effects

机译:地下水水文学中与水-岩石反应相关的化学溶解前不稳定性:孔隙度-渗透率关系效应分析

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Because dissolution of rocks may create and enhance groundwater flow channels, the chemical dissolution-front instability (CDFI) can control the quality of groundwater. This paper presents the theoretical analyses of porosity-permeability relationship effects on the CDFI in water-saturated porous rocks. Since the CDFI in a water-rock reaction system can be assessed by comparing the comprehensive dimensionless dynamic characteristic (CDDC) number with the corresponding critical CDDC number of the geochemical dissolution system, it is necessary to investigate theoretically how different porosity-permeability relationships can affect the CDDC number and critical CDDC number of a water-rock reaction system. With the commonly-used Kozeny-Carman (KC) formula taken as a reference porosity-permeability formula, the permeability variation indicator (PVI), which is defined as the ratio of the permeability obtained from any porosity-permeability formula to that obtained from the KC formula, is proposed to reflect the effect of the porosity-permeability formula on the CDFI in a water-rock reaction system. The theoretical results demonstrated that: (1) since the porosity-permeability formula with a higher PVI can result in a stronger Darcy flow velocity, it may have a significant influence on the CDFI in the water-rock reaction system. (2) With an increase in the PVI of a porosity-permeability formula, there is a decrease in the critical CDDC number of the water-rock reaction system. This means that the porous rock with a higher PVI can enable the CDFI to take place much easier in the water-rock reaction system. (3) The use of the porosity-permeability formula with a higher PVI can also cause an increase in both the dimensionless growth rate of a perturbation and the propagation speed of the chemical dissolution front in the water-rock reaction system. (C) 2016 Elsevier B.V. All rights reserved.
机译:由于岩石的溶解会产生并增强地下水的流动通道,因此化学溶解前沿不稳定性(CDFI)可以控制地下水的质量。本文提出了孔隙度-渗透率关系对水饱和多孔岩石中CDFI影响的理论分析。由于可以通过将综合无量纲动态特征(CDDC)数与地球化学溶解系统的相应临界CDDC数进行比较来评估水岩反应系统中的CDFI,因此有必要从理论上研究不同的孔隙度-渗透率关系如何影响水-岩反应系统的CDDC数和临界CDDC数。用常用的Kozeny-Carman(KC)公式作为参考孔隙度-渗透率公式,将渗透率变化指标(PVI)定义为从任何孔隙度-渗透率公式获得的渗透率与从孔隙度-渗透率公式获得的渗透率之比。提出了KC公式,以反映水-岩石反应体系中孔隙度-渗透率公式对CDFI的影响。理论结果表明:(1)由于PVI较高的孔隙度-渗透率公式可导致较强的Darcy流速,因此它可能对水-岩反应系统中的CDFI产生重大影响。 (2)随着孔隙度-渗透率公式的PVI的增加,水-岩反应系统的临界CDDC数减少。这意味着具有较高PVI的多孔岩石可以使CDFI在水-岩石反应系统中更容易发生。 (3)使用具有较高PVI的孔隙度-渗透率公式还可以增加扰动的无量纲增长率和水-岩石反应系统中化学溶解前沿的传播速度。 (C)2016 Elsevier B.V.保留所有权利。

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