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Influence of the unsaturated zone of soil layer on the solute migration

机译:土层非饱和带对溶质运移的影响

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It is recognized that the sealing layer which must limit the flux of pollutants must be qualified by its coefficient of permeability. But the thickness and the saturation state of the liner are never evaluated. With our infiltration tests and TDR measurements it is shown that the layer thickness takes part in pollutant transfer reduction. The two earth materials used show that the difference of the solute migration concerns also the capability of the soil to retain the solute. The electrical conductivity profiles prove that during the soil saturation the migration mode change. The soil saturation process delays the solute movement even the coefficient of permeability is higher than 10~(-9)m/s. The time need to reach the retention depend on the type of soil and especially the compaction dry bulk density. This time value can be used to evaluate the soil layer efficiency.
机译:已经认识到必须限制污染物通量的密封层必须通过其渗透系数来限定。但是,从未评估衬管的厚度和饱和状态。通过我们的渗透测试和TDR测量,表明层厚度参与了污染物转移的减少。所使用的两种土壤材料表明,溶质迁移的差异还关系到土壤保留溶质的能力。电导率曲线证明,在土壤饱和期间,迁移模式会发生变化。即使渗透系数大于10〜(-9)m / s,土壤饱和过程也会延迟溶质的运动。达到保留所需的时间取决于土壤的类型,尤其是压实的干堆积密度。该时间值可用于评估土壤层效率。

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