TY - JOUR
T1 - Kinetics, isotherm, thermodynamic and bioperformance of defluoridation of water using praseodymium-modified chitosan
AU - Kusrini, Eny
AU - Paramesti, Shinta Nataya
AU - Zulys, Agustino
AU - Daud, Nur Zafirah A.
AU - Usman, Anwar
AU - Wilson, Lee D.
AU - Sofyan, Nofrijon
N1 - Publisher Copyright:
© 2019 Elsevier Ltd.
PY - 2019/12
Y1 - 2019/12
N2 - Macroscopic granular chitosan-praseodymium (CHN-Pr) composites were prepared using precipitation method and perforated aluminum mold, and were utilized as adsorbents to remove fluoride from aqueous solution. The adsorption characteristic and capability of fluoride on CHN-Pr composites were evaluated using a fixed-bed column, where the effects of contact time, initial fluoride concentration, CHN-Pr adsorbent dosage, and the presence of other anions in the solution were investigated. The mixture of 0.25 g CHN-Pr composite containing 6.07 wt% Pr3+ with 20 mg L-1 fluoride in aqueous solution was demonstrated to have a removal efficiency up to 92.8 % with the maximum amount of fluoride adsorbed being approximately 7.41 mg g-1 at the contact time of 60 min. With its adsorption capacity, the CHN-Pr can suppress the concentration of fluoride to be within an acceptable level. The adsorption of fluoride by CHN-Pr composite follows the Temkin and Dubinin-Radushkevich isotherm models, suggesting that adsorption of fluoride occurs on multilayer and heterogeneous adsorbent surfaces, while the adsorption kinetics is pseudo-second order and it is governed by two types of diffusion. The adsorption efficiency of fluoride was reduced in the presence of other anions, such as CO32-, SO42-, NO3-, and Cl-. The spent CHN-Pr adsorbent can be regenerated for several adsorption-desorption cycles by washing it using 0.1 M NaOH and agitation at 50 °C. Overall results suggested that CHN-Pr composite synthesized by precipitation method is promising to be utilized as absorbent for fluoride removal to fulfill the recommended level of fluoride concentration in drinking water.
AB - Macroscopic granular chitosan-praseodymium (CHN-Pr) composites were prepared using precipitation method and perforated aluminum mold, and were utilized as adsorbents to remove fluoride from aqueous solution. The adsorption characteristic and capability of fluoride on CHN-Pr composites were evaluated using a fixed-bed column, where the effects of contact time, initial fluoride concentration, CHN-Pr adsorbent dosage, and the presence of other anions in the solution were investigated. The mixture of 0.25 g CHN-Pr composite containing 6.07 wt% Pr3+ with 20 mg L-1 fluoride in aqueous solution was demonstrated to have a removal efficiency up to 92.8 % with the maximum amount of fluoride adsorbed being approximately 7.41 mg g-1 at the contact time of 60 min. With its adsorption capacity, the CHN-Pr can suppress the concentration of fluoride to be within an acceptable level. The adsorption of fluoride by CHN-Pr composite follows the Temkin and Dubinin-Radushkevich isotherm models, suggesting that adsorption of fluoride occurs on multilayer and heterogeneous adsorbent surfaces, while the adsorption kinetics is pseudo-second order and it is governed by two types of diffusion. The adsorption efficiency of fluoride was reduced in the presence of other anions, such as CO32-, SO42-, NO3-, and Cl-. The spent CHN-Pr adsorbent can be regenerated for several adsorption-desorption cycles by washing it using 0.1 M NaOH and agitation at 50 °C. Overall results suggested that CHN-Pr composite synthesized by precipitation method is promising to be utilized as absorbent for fluoride removal to fulfill the recommended level of fluoride concentration in drinking water.
KW - Adsorption
KW - Chitosan
KW - Chitosan-praseodymium composite
KW - Fluoride
KW - Granular adsorbent
KW - Precipitation
UR - http://www.scopus.com/inward/record.url?scp=85076369653&partnerID=8YFLogxK
U2 - 10.1016/j.jece.2019.103498
DO - 10.1016/j.jece.2019.103498
M3 - Article
AN - SCOPUS:85076369653
SN - 2213-3437
VL - 7
JO - Journal of Environmental Chemical Engineering
JF - Journal of Environmental Chemical Engineering
IS - 6
M1 - 103498
ER -