Evaluation of Ocotea puberula bark powder (OPBP) as an effective adsorbent to uptake crystal violet from colored effluents: alternative kinetic approaches
The Ocotea puberula bark powder (OPBP) was evaluated as an effective adsorbent for the removal of crystal violet (CV) from colored effluents. OPBP was characterized and presented a surface with large cavities, organized as a honeycomb. The main functional groups of OPBP were O-H, N-H, C=O, and C-O-C...
- Autores:
-
georgin, jordana
Franco, Dison
Schadeck Netto, Matias
Allasia, Daniel
Silva Oliveira, Marcos Leandro
Dotto, Guilherme Luiz
- Tipo de recurso:
- http://purl.org/coar/resource_type/c_816b
- Fecha de publicación:
- 2020
- Institución:
- Corporación Universidad de la Costa
- Repositorio:
- REDICUC - Repositorio CUC
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.cuc.edu.co:11323/6251
- Acceso en línea:
- https://hdl.handle.net/11323/6251
https://doi.org/10.1007/s11356-020-08854-6
https://repositorio.cuc.edu.co/
- Palabra clave:
- Adsorption
Biot number
Crystal violet
Mass transfer parameters
Ocotea puberula
- Rights
- openAccess
- License
- CC0 1.0 Universal
Summary: | The Ocotea puberula bark powder (OPBP) was evaluated as an effective adsorbent for the removal of crystal violet (CV) from colored effluents. OPBP was characterized and presented a surface with large cavities, organized as a honeycomb. The main functional groups of OPBP were O-H, N-H, C=O, and C-O-C. The adsorption of CV on OPBP was favorable at pH 9 with a dosage of 0.75 g L−1. The Avrami model was the most suitable to represent the adsorption kinetic profile, being the estimated equilibrium concentration value of 3.37 mg L−1 for an initial concentration of 50 mg L−1 (CV removal of 93.3%). The equilibrium was reached within 90 min. The data were better described by the Langmuir isotherm, reaching a maximum adsorption capacity of 444.34 mg g−1 at 328 K. The Gibbs free energy ranged from − 26.3554 to − 27.8055 kJ mol−1, and the enthalpy variation was − 11.1519 kJ mol−1. The external mass transfer was the rate-limiting step, with Biot numbers ranging from 0.0011 to 0.25. Lastly, OPBP application for the treatment of two different simulated effluents was effective, achieving a removal percentage of 90%. |
---|