A mechanistic insight into anionic phosphate adsorption on developed chitosan.ZnO@metakaolin biocomposite
- Authors
- EL, Kaim Billah Rachid; Khan, Moonis Ali; Essenni, Said; Achak, Mounia; Majdoubi, Hicham; Bahsis, Lahoucine; Lima, Eder; Jeon, Byong-Hun
- Issue Date
- May-2025
- Publisher
- Elsevier BV
- Keywords
- Adsorption mechanism; Biosorbent; Chitosan; DFT; Phosphate
- Citation
- International Journal of Biological Macromolecules, v.308, pp 1 - 10
- Pages
- 10
- Indexed
- SCIE
SCOPUS
- Journal Title
- International Journal of Biological Macromolecules
- Volume
- 308
- Start Page
- 1
- End Page
- 10
- URI
- https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/212548
- DOI
- 10.1016/j.ijbiomac.2025.142405
- ISSN
- 0141-8130
1879-0003
- Abstract
- Due to their high efficiency, chitosan (Cs)-based materials are increasingly utilized for wastewater treatment applications. In this study, a novel Cs-based biocomposite, Cs.ZnO@Mk was developed by blending Cs with zinc oxide (ZnO) and metakaolin (Mk), and was evaluated for its capability as a biosorbent to remove phosphate (PO43−) ions from water. The biosorbent was characterized using FTIR, XRD, TGA, SEM, and XPS techniques. The determined optimal conditions for PO43− removal were pH 4, initial concentration 100 mg/L, and contact time 120 min, achieving 98.9 % PO43− removal efficiency. The adsorption isotherm and kinetic data were fitted well to Langmuir isotherm and pseudo-second-order kinetic models, while thermodynamic study affirmed that the adsorption process was exothermic. XPS analysis suggested that electrostatic attraction and ligand-exchange were the key mechanisms for PO43− adsorption. Further mechanistic insights were gained through density functional theory (DFT) calculations and non-covalent interaction (NCI) analysis. Regeneration and counter-ions effect studies confirmed the effectiveness and stability of Cs.ZnO@Mk during PO43− adsorption. This demonstrates well its potential as a robust biosorbent for effective PO43− removal from industrial effluents.
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