2009
DOI: 10.1002/jctb.2279
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Sorption of copper by a highly mineralized peat in batch and packed‐bed systems

Abstract: BACKGROUND: The performance of peat for copper sorption was investigated in batch and fixed-bed experiments. The effect of pH was evaluated in batch experiments and the experimental data were fitted to an equilibrium model including pH dependence. Hydrodynamic axial dispersion was estimated by tracing experiments using LiCl as a tracer. Six fixed-bed experiments were carried out at copper concentrations between 1 and 60 mg dm −3 and the adsorption isotherm in dynamic mode was obtained. A mass transport model i… Show more

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Cited by 6 publications
(8 citation statements)
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“…A mass transport model that predicted heavy metal removal in the fixed‐bed biosorption column in the absence of complexing agents has been extended for its application in the presence of EDTA . The model is based on the resolution of the convection‐dispersion equation for one‐dimensional transport in the axial direction with a steady‐state flow: where θ is the bed porosity, C is the solute concentration (mg dm −3 ), accounting for complexed and uncomplexed copper(II) species, ρ is the bulk density of the porous media in the column (g dm −3 ), q represents the adsorbed amount (mg g −1 ), D is the hydrodynamic dispersion coefficient (m 2 s −1 ), and u i is the average pore water velocity (m s −1 ).…”
Section: Resultsmentioning
confidence: 99%
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“…A mass transport model that predicted heavy metal removal in the fixed‐bed biosorption column in the absence of complexing agents has been extended for its application in the presence of EDTA . The model is based on the resolution of the convection‐dispersion equation for one‐dimensional transport in the axial direction with a steady‐state flow: where θ is the bed porosity, C is the solute concentration (mg dm −3 ), accounting for complexed and uncomplexed copper(II) species, ρ is the bulk density of the porous media in the column (g dm −3 ), q represents the adsorbed amount (mg g −1 ), D is the hydrodynamic dispersion coefficient (m 2 s −1 ), and u i is the average pore water velocity (m s −1 ).…”
Section: Resultsmentioning
confidence: 99%
“…For the sorption of copper(II) onto this peat, Langmuir model parameters were determined, resulting in values of q max = 43.29 mg g −1 and b = 5.47 dm 3 mg −1 …”
Section: Resultsmentioning
confidence: 99%
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