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Two-Dimension Hydrodynamic Dispersion Equation with Seepage Velocity and Dispersion Coefficient as Function of Space and Time

机译:渗流速度和扩散系数为时空函数的二维水动力扩散方程

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The contamination through the geological formation cannot move and disperse with the same speed and dispersion coefficient, respectively, due to the variability of the geological formation. This paper is therefore first devoted to the description of the hydrodynamic advection dispersion equation with the seepage velocity and dispersion coefficient as function of space and time. Secondly the equation is solved via two analytical techniques: the homotopy decomposition method and the differential transform method. The numerical simulations of the approximated solutions are presented.
机译:由于地质构造的可变性,穿过地质构造的污染物不能分别以相同的速度和分散系数移动和分散。因此,本文首先致力于描述渗流速度和扩散系数随时间和空间变化的流体动力对流扩散方程。其次,通过两种分析技术求解方程:同伦分解法和微分变换法。给出了近似解的数值模拟。

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