TY - JOUR
T1 - Application and evaluation of a modified intraparticle diffusion model for mono‑/multiadsorption of chlorobenzene pollutants on biochar
AU - Zhao, Wei
AU - Yang, Lifei
AU - Han, Wenjia
AU - Gu, Chenggang
AU - Xu, Zhihong
AU - Lv, Xiuying
AU - Zhang, Hui
N1 - Publisher Copyright:
© The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature 2024.
PY - 2024/11
Y1 - 2024/11
N2 - Purpose: With the developments of new materials and technologies for adsorption, it is necessary to develop new kinetic models to describe some more complex adsorption processes. This study aimed to evaluate the availability of a modified intraparticle diffusion model qt = k1t1/2 (0 ≤ t ≤ t1) and qt-qt=t1 = k2 (t-t1)1/2 (t1 < t ≤ t2) for the adsorption of chlorobenzene pollutants (CBs) on biochar and to explore the corresponding mechanisms. Materials and methods: The adsorption kinetics of the four CBs with different numbers of Cl substituents were investigated in mono- or multi-CB adsorption experiments (equal or unequal initial concentration) with the corn straw-based biochar pyrolyzed at 500 °C. The kinetics process was fitted by the classical model (qt = kt1/2 + b) with linearization or nonlinearly regression, and by the modified intraparticle diffusion model qt = kt1/2 (0 ≤ t ≤ t1) and qt-qt=t1 = k2 (t-t1)1/2 (t1 < t ≤ t2). The optimal break point of t1 separating the stages of 0 ≤ t ≤ t1 and t1 < t ≤ t2 was obtained by comparing the parameters of adjR2 and AICc calculated from different t1 values. Combined with the characteristics of biochar morphology and structure, variation of initial concentrations and performances of competitive adsorption of CBs, the adsorption mechanisms were analyzed. Results and discussion: The modified model performed well the nonlinear fitting of the kinetic processes with R2 values between 0.917 and 0.981, higher than that of the nonlinear and linear fitting of the classical model. The adsorption rate of k1 was usually larger than k2 regardless of the number of chlorine substitutions, or in the scenario of mono-/multi-CBs adsorption. In the mono-adsorption, the k1 and k2 values of low-chlorinated CBs were mostly greater than those of the high-chlorinated CBs. In multi-adsorption, competitive adsorption decreased the intraparticle diffusion rates of each CBs. And the rates varied with the initial concentration of CBs, and with the numbers of chlorine substitutions which had an effect on the affinities of CBs to biochar and steric hindrance via hydrophobicity, electrophilicity and molecule sizes. Conclusions: The modified intraparticle diffusion model was suggested to be suitable to describe the diffusion processes of CBs with high aqueous phase concentrations on biochar. The modified model indicated the intraparticle diffusion and pore wall adsorption were two closely linked processes. The initial concentration, the number of chlorine substitutions and the morphology structure of biochar were suggested to be the key factors affecting the adsorption of CBs on the biochar.
AB - Purpose: With the developments of new materials and technologies for adsorption, it is necessary to develop new kinetic models to describe some more complex adsorption processes. This study aimed to evaluate the availability of a modified intraparticle diffusion model qt = k1t1/2 (0 ≤ t ≤ t1) and qt-qt=t1 = k2 (t-t1)1/2 (t1 < t ≤ t2) for the adsorption of chlorobenzene pollutants (CBs) on biochar and to explore the corresponding mechanisms. Materials and methods: The adsorption kinetics of the four CBs with different numbers of Cl substituents were investigated in mono- or multi-CB adsorption experiments (equal or unequal initial concentration) with the corn straw-based biochar pyrolyzed at 500 °C. The kinetics process was fitted by the classical model (qt = kt1/2 + b) with linearization or nonlinearly regression, and by the modified intraparticle diffusion model qt = kt1/2 (0 ≤ t ≤ t1) and qt-qt=t1 = k2 (t-t1)1/2 (t1 < t ≤ t2). The optimal break point of t1 separating the stages of 0 ≤ t ≤ t1 and t1 < t ≤ t2 was obtained by comparing the parameters of adjR2 and AICc calculated from different t1 values. Combined with the characteristics of biochar morphology and structure, variation of initial concentrations and performances of competitive adsorption of CBs, the adsorption mechanisms were analyzed. Results and discussion: The modified model performed well the nonlinear fitting of the kinetic processes with R2 values between 0.917 and 0.981, higher than that of the nonlinear and linear fitting of the classical model. The adsorption rate of k1 was usually larger than k2 regardless of the number of chlorine substitutions, or in the scenario of mono-/multi-CBs adsorption. In the mono-adsorption, the k1 and k2 values of low-chlorinated CBs were mostly greater than those of the high-chlorinated CBs. In multi-adsorption, competitive adsorption decreased the intraparticle diffusion rates of each CBs. And the rates varied with the initial concentration of CBs, and with the numbers of chlorine substitutions which had an effect on the affinities of CBs to biochar and steric hindrance via hydrophobicity, electrophilicity and molecule sizes. Conclusions: The modified intraparticle diffusion model was suggested to be suitable to describe the diffusion processes of CBs with high aqueous phase concentrations on biochar. The modified model indicated the intraparticle diffusion and pore wall adsorption were two closely linked processes. The initial concentration, the number of chlorine substitutions and the morphology structure of biochar were suggested to be the key factors affecting the adsorption of CBs on the biochar.
KW - Adsorption
KW - Availability
KW - Biochar
KW - Chlorobenzenes
KW - Kinetics
KW - Modified Intraparticle diffusion model
UR - http://www.scopus.com/inward/record.url?scp=85205521768&partnerID=8YFLogxK
U2 - 10.1007/s11368-024-03910-x
DO - 10.1007/s11368-024-03910-x
M3 - 文章
AN - SCOPUS:85205521768
SN - 1439-0108
VL - 24
SP - 3626
EP - 3640
JO - Journal of Soils and Sediments
JF - Journal of Soils and Sediments
IS - 11
ER -