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On the velocity covariance for steady flows in heterogeneous porous formations and its application to contaminants transport

机译:非均质多孔地层中稳定流动的速度协方差及其在污染物运移中的应用

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We consider groundwater steady flow in a heterogeneous porous formation of random and stationary log-conductivity Y = ln K, characterized by the mean < Y >, and the two point correlation function C_Y which in turn has finite, and different horizontal and vertical integral scales I and I_v, respectively. The fluid velocity V, driven by a given head drop applied at the boundary, has constant mean value U ≡ (U, 0, 0). Approximate explicit analytical expressions for transverse velocity covariances are derived. The adopted methodology follows the approach developed by Dagan and Cvetkovic (Spatial moments of kinetically sorbing plume in a heterogeneous aquifers, Water Resour. Res. 29 (1993) 4053) to obtain a similar result for the longitudinal velocity covariance. Indeed, the approximate covariances of transverse velocities are determined by requiring that they have the exact first order variances as well as zero integral scale (G. Dagan, Flow and Transport in Porous Formations (Springer, 1989)), and provide the exact asymptotic limits of the displacement covariance of the fluid particles obtained by Russo (On the velocity covariance and transport modeling in heterogeneous anisotropic porous formations 1. Saturated flow, Water Resour. Res., 31 (1995) 129). Comparisons with numerical results show that the proposed expressions compare quite well in the early time regime, and for Ut/I > 100. Since most of the applications, like assessing the effective mobility of contaminants or quantifying the potential hazards of nuclear repositories, require predictions over higher times the proposed approximate expressions provide acceptable results. The main advantage related to such expressions is that they allow obtaining closed analytical forms of spatial moments pertaining to kinetically sorbing contaminant plumes avoiding the very heavy computational effort which is generally demanded. For illustration purposes, we consider the movement of one contaminant species, and show how our approximate spatial moments compare with the numerical simulations.
机译:我们考虑随机和固定对数电导率Y = ln K的非均质多孔地层中的地下水稳定流,其特征为均值,以及两点相关函数C_Y,后者又具有有限的水平和垂直积分比例I和I_v。流体速度V由施加在边界处的给定压头驱动,具有恒定的平均值U≡(U,0,0)。得出了横向速度协方差的近似显式解析表达式。所采用的方法遵循Dagan和Cvetkovic开发的方法(在非均质含水层中动态吸附羽流的空间矩,Water Resour。Res。29(1993)4053)获得纵向速度协方差的相似结果。实际上,横向速度的近似协方差是通过要求它们具有精确的一阶方差和零积分比例来确定的(G. Dagan,多孔层中的流动和输运(Springer,1989)),并提供精确的渐近极限。 Russo获得的流体颗粒的位移协方差(关于非均质各向异性多孔岩层中的速度协方差和输运模型1.饱和流,Water Resour。Res。,31(1995)129)。与数值结果的比较表明,在Ut / I> 100的情况下,拟议的表达式在早期状态下具有很好的比较。由于大多数应用(例如评估污染物的有效迁移率或量化核储存库的潜在危害)都需要进行预测在更高的时间,建议的近似表达式可提供可接受的结果。与这样的表达式有关的主要优点是,它们允许获得与动力学吸附污染物羽流有关的空间矩的封闭分析形式,从而避免了通常需要的大量计算工作。为了便于说明,我们考虑了一种污染物的运动,并展示了我们的近似空间矩与数值模拟的比较。

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