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    Comparison of Adsorption Behaviors of Kaolin from Column and Batch Tests: Concept of Dual Porosity

    Source: Journal of Environmental Engineering:;2020:;Volume ( 146 ):;issue: 009
    Author:
    Guan-Nian Chen
    ,
    Yu-Chao Li
    ,
    Xin-Ru Zuo
    ,
    Han Ke
    ,
    Yun-Min Chen
    DOI: 10.1061/(ASCE)EE.1943-7870.0001792
    Publisher: ASCE
    Abstract: Batch equilibrium tests with various soil-liquid ratios (S/L=1∶2.5, 1∶5, 1∶10, and 1∶20) and column tests with a flow interruption and rest period were performed to evaluate the adsorption behavior of kaolin. Identical isotherms were obtained from the batch equilibrium tests, illustrating that the S/L ratio has minimal impacts on adsorption behavior if complete mixing is ensured. In the column tests, a long non-Fickian tailing was observed in the breakthrough curve, and a decrease in the concentration of the liquid phase was observed in the closed system during the flow interruption and rest period although the column achieved local equilibrium. These results demonstrated that sorption equilibrium in the soil columns was not reached even when a stable exit concentration was achieved. The dual porosity (DP) concept was used to interpret the test results. Insufficient adsorption in the immobile phase is the major cause of the relatively low adsorbed concentration in short-term column tests, and a higher ratio of mobile phase voids compared to that of mobile phase adsorption capacity leads to a lower apparent retardation factor. The long-term transfer between the two phases is another key point that should be accounted for in the data analysis and modeling of column tests. Differences in immobile phase adsorption levels between tests under laboratory conditions and those under in situ conditions lead to discrepancies, which may confound the apparent retardation factor.
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      Comparison of Adsorption Behaviors of Kaolin from Column and Batch Tests: Concept of Dual Porosity

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4268485
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    contributor authorGuan-Nian Chen
    contributor authorYu-Chao Li
    contributor authorXin-Ru Zuo
    contributor authorHan Ke
    contributor authorYun-Min Chen
    date accessioned2022-01-30T21:35:23Z
    date available2022-01-30T21:35:23Z
    date issued9/1/2020 12:00:00 AM
    identifier other%28ASCE%29EE.1943-7870.0001792.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268485
    description abstractBatch equilibrium tests with various soil-liquid ratios (S/L=1∶2.5, 1∶5, 1∶10, and 1∶20) and column tests with a flow interruption and rest period were performed to evaluate the adsorption behavior of kaolin. Identical isotherms were obtained from the batch equilibrium tests, illustrating that the S/L ratio has minimal impacts on adsorption behavior if complete mixing is ensured. In the column tests, a long non-Fickian tailing was observed in the breakthrough curve, and a decrease in the concentration of the liquid phase was observed in the closed system during the flow interruption and rest period although the column achieved local equilibrium. These results demonstrated that sorption equilibrium in the soil columns was not reached even when a stable exit concentration was achieved. The dual porosity (DP) concept was used to interpret the test results. Insufficient adsorption in the immobile phase is the major cause of the relatively low adsorbed concentration in short-term column tests, and a higher ratio of mobile phase voids compared to that of mobile phase adsorption capacity leads to a lower apparent retardation factor. The long-term transfer between the two phases is another key point that should be accounted for in the data analysis and modeling of column tests. Differences in immobile phase adsorption levels between tests under laboratory conditions and those under in situ conditions lead to discrepancies, which may confound the apparent retardation factor.
    publisherASCE
    titleComparison of Adsorption Behaviors of Kaolin from Column and Batch Tests: Concept of Dual Porosity
    typeJournal Paper
    journal volume146
    journal issue9
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)EE.1943-7870.0001792
    page10
    treeJournal of Environmental Engineering:;2020:;Volume ( 146 ):;issue: 009
    contenttypeFulltext
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