Coupled Kinetics Adsorption–Desorption Model Applied to Batch TestsSource: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 005::page 04024067-1Author: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-8932Publisher: 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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contributor author | André Luís Brasil Cavalcante | |
contributor author | Daniel Batista Santos | |
contributor author | Dhara Vieira Alcantara | |
contributor author | María Camila Olarte Garzón | |
contributor author | Newton Moreira de Souza | |
contributor author | Maria Eugênia Gimenez Boscov | |
date accessioned | 2024-04-27T22:30:44Z | |
date available | 2024-04-27T22:30:44Z | |
date issued | 2024/05/01 | |
identifier other | 10.1061-IJGNAI.GMENG-8932.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4296824 | |
description 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. | |
publisher | ASCE | |
title | Coupled Kinetics Adsorption–Desorption Model Applied to Batch Tests | |
type | Journal Article | |
journal volume | 24 | |
journal issue | 5 | |
journal title | International Journal of Geomechanics | |
identifier doi | 10.1061/IJGNAI.GMENG-8932 | |
journal fristpage | 04024067-1 | |
journal lastpage | 04024067-11 | |
page | 11 | |
tree | International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 005 | |
contenttype | Fulltext |