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    Coupled Kinetics Adsorption–Desorption Model Applied to Batch Tests

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 005::page 04024067-1
    Author:
    André Luís Brasil Cavalcante
    ,
    Daniel Batista Santos
    ,
    Dhara Vieira Alcantara
    ,
    María Camila Olarte Garzón
    ,
    Newton Moreira de Souza
    ,
    Maria Eugênia Gimenez Boscov
    DOI: 10.1061/IJGNAI.GMENG-8932
    Publisher: ASCE
    Abstract: Batch tests are extensively used in a wide range of fields, including environmental engineering, to forecast the impact of sorption on contaminant transportation in soil and wastewater treatment effectiveness. Recently, batch tests have been utilized to assess sorption kinetics, which was previously considered an instantaneous process. In this study, an analytical solution is proposed to the pseudosecond-order equation for sorption kinetics in batch tests, which considers the initial concentration in both the solution and sorbent material, such as soil. First, a parametric study was conducted to comprehend the effect of model fitting parameters and the initial conditions of the test on the results. Following this, experimental validation was carried out by applying the kinetic adsorption–desorption model to existing literature results. The calibration process involved three fitting parameters that were physically significant and independent of the initial concentration conditions. The main advantage of this model is that it uses the same fitting parameters to predict sorption equilibrium and sorption kinetics under different initial conditions. The calibrated model enabled the estimation of the adsorbed solute for any initial concentrations and provided a physical interpretation of the results for different contact times and initial concentrations.
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      Coupled Kinetics Adsorption–Desorption Model Applied to Batch Tests

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4296824
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    • International Journal of Geomechanics

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    contributor authorAndré Luís Brasil Cavalcante
    contributor authorDaniel Batista Santos
    contributor authorDhara Vieira Alcantara
    contributor authorMaría Camila Olarte Garzón
    contributor authorNewton Moreira de Souza
    contributor authorMaria Eugênia Gimenez Boscov
    date accessioned2024-04-27T22:30:44Z
    date available2024-04-27T22:30:44Z
    date issued2024/05/01
    identifier other10.1061-IJGNAI.GMENG-8932.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296824
    description abstractBatch tests are extensively used in a wide range of fields, including environmental engineering, to forecast the impact of sorption on contaminant transportation in soil and wastewater treatment effectiveness. Recently, batch tests have been utilized to assess sorption kinetics, which was previously considered an instantaneous process. In this study, an analytical solution is proposed to the pseudosecond-order equation for sorption kinetics in batch tests, which considers the initial concentration in both the solution and sorbent material, such as soil. First, a parametric study was conducted to comprehend the effect of model fitting parameters and the initial conditions of the test on the results. Following this, experimental validation was carried out by applying the kinetic adsorption–desorption model to existing literature results. The calibration process involved three fitting parameters that were physically significant and independent of the initial concentration conditions. The main advantage of this model is that it uses the same fitting parameters to predict sorption equilibrium and sorption kinetics under different initial conditions. The calibrated model enabled the estimation of the adsorbed solute for any initial concentrations and provided a physical interpretation of the results for different contact times and initial concentrations.
    publisherASCE
    titleCoupled Kinetics Adsorption–Desorption Model Applied to Batch Tests
    typeJournal Article
    journal volume24
    journal issue5
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-8932
    journal fristpage04024067-1
    journal lastpage04024067-11
    page11
    treeInternational Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 005
    contenttypeFulltext
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