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评价鲜姜黄树粉末(OPBP)作为一种有效吸附剂,从有色废水中去除结晶紫:替代动力学方法。

Evaluation of Ocotea puberula bark powder (OPBP) as an effective adsorbent to uptake crystal violet from colored effluents: alternative kinetic approaches.

机构信息

Chemical Engineering Department, Federal University of Santa Maria-UFSM, 1000, Roraima Avenue, Santa Maria, RS, 97105-900, Brazil.

Sanitary and Environmental Engineering Department, Federal University of Santa Maria, Santa Maria, 97105-900, Brazil.

出版信息

Environ Sci Pollut Res Int. 2020 Jul;27(20):25727-25739. doi: 10.1007/s11356-020-08854-6. Epub 2020 Apr 30.

DOI:10.1007/s11356-020-08854-6
PMID:32350844
Abstract

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. The Avrami model was the most suitable to represent the adsorption kinetic profile, being the estimated equilibrium concentration value of 3.37 mg L for an initial concentration of 50 mg L (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 at 328 K. The Gibbs free energy ranged from - 26.3554 to - 27.8055 kJ mol, and the enthalpy variation was - 11.1519 kJ mol. 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%.

摘要

奥克泰阿蒲桃树皮粉(OPBP)被评估为一种从有色废水中去除结晶紫(CV)的有效吸附剂。OPBP 进行了特征描述,其表面具有大空腔,呈蜂窝状组织。OPBP 的主要官能团为 O-H、N-H、C=O 和 C-O-C。在 pH 9 时,OPBP 对 CV 的吸附效果较好,投加量为 0.75 g·L。Avrami 模型最适合表示吸附动力学曲线,在初始浓度为 50 mg·L 时,估计的平衡浓度值为 3.37 mg·L(CV 去除率为 93.3%)。90 min 内达到平衡。数据更符合 Langmuir 等温线,在 328 K 时达到最大吸附容量 444.34 mg·g。吉布斯自由能范围为-26.3554 至-27.8055 kJ·mol,焓变值为-11.1519 kJ·mol。外部传质是限速步骤,Biot 数范围为 0.0011 至 0.25。最后,OPBP 应用于两种不同模拟废水的处理均有效,去除率达到 90%。

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