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首页> 外文期刊>Advances in Water Resources >Solute dilution under imbibition and drainage conditions in a heterogeneous structure: Modeling of a sand tank experiment
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Solute dilution under imbibition and drainage conditions in a heterogeneous structure: Modeling of a sand tank experiment

机译:异质结构在吸水和排水条件下的溶质稀释:沙罐实验模型

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摘要

This study aims at modeling the transport of a conservative tracer in two dimensions, as experimentally observed in a strongly heterogeneous medium under conditions of variable water saturation during drainage and imbibition. Solute transport experiments were conducted in a sand tank containing an artificial packing of three quartz sands of different particle sizes. The packing was characterized by the presence of numerous homogeneous layers (0.5 × 5 × 5 cm) inclined at 45° and randomly distributed in a tank. Six different stationary flow conditions were sequentially established during imbibition and drainage. When a stationary flow regime was reached, several solute pulses were applied at different positions at the upper surface of the sand structure. The transport regime was studied by monitoring the tracer plumes injected as point-like pulses at the surface, as they travelled through the sand bedding. A textural map was generated from a digital image of the sand bedding. The Richards equation was solved with the experimental boundary conditions assuming homogeneity of the individual sand layers. The hydraulic properties of the three quartz sands were deduced from multistep-outflow column experiments [Ursino N, Gimmi T. Combined effect of heterogeneity, anisotropy and saturation on steady state flow and transport: structure recognition and numerical simulation. Water Resour Res 2004;40. doi:10.1029/2003WR002180]. The convection-dispersion equation was solved on the resulting flow fields for solute pulses of given solute mass applied onto the top boundary at the same positions as in the experiment. The simulated and observed solute concentration distributions were then compared. In agreement with the experimental observations, the simulations reproduced the existence of preferential pathways in those stationary flow fields at low saturation degrees. The values of the vertical and horizontal macroscopic dispersivities obtained from the simulations are smaller than experimentally observed, especially at low flow rates. The simulated solute concentration distributions show a realistic degree of solute dilution quantified as reactor ratio.
机译:这项研究旨在模拟二维守恒示踪剂的运输,如在排水和吸收过程中水饱和度可变的条件下,在强异质性介质中实验观察到的那样。溶质运输实验是在一个装有三个不同粒径石英砂的人工填料的砂罐中进行的。填料的特点是存在许多均匀的层(0.5×5×5 cm),它们倾斜45°并随机分布在罐中。在吸水和排水过程中依次建立了六个不同的固定流动条件。当达到稳定流动状态时,在砂结构上表面的不同位置施加了几个溶质脉冲。通过监测示踪羽流作为点状脉冲注入地表的过程,研究了它们的传输方式,这些羽流穿过沙层。从沙层的数字图像生成纹理图。理查兹方程是在假设单个砂层均一的情况下利用实验边界条件求解的。这三种石英砂的水力特性是通过多步流出柱实验推导出来的[Ursino N,GimmiT。非均质性,各向异性和饱和度对稳态流动和输运的综合影响:结构识别和数值模拟。 2004年水资源调查; 40。 doi:10.1029 / 2003WR002180]。在给定溶质的溶质脉冲的流场上,通过与实验中相同的位置,将对流扩散方程求解。然后比较模拟和观察到的溶质浓度分布。与实验观察结果一致,该模拟再现了在那些处于低饱和度的固定流场中优先路径的存在。从模拟获得的垂直和水平宏观分散度值小于实验观察到的值,特别是在低流速下。模拟的溶质浓度分布显示了量化为反应器比率的溶质稀释度的实际程度。

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