Removal mechanism of persistent organic pollutants by Fe-C micro-electrolysis. Issue 7 (21st March 2022)

• Record Type: Journal Article
• Authors: Ren, Dajun; Huang, Yongwei; Li, Sheng; Wang, Zhaobo; Zhang, Shuqin; Zhang, Xiaoqing; Gong, Xiangyi
• Is Part Of: Environmental technology. Volume 43:Issue 7(2022)
• Page Start: 1050
• Page End: 1067
• Publication Date: 2022-03-21
• Subjects: Fe-C micro-electrolysis -- POPs -- phenanthrene -- 2, 4-dichlorophenol -- degradation pathway; Environmental engineering -- Periodicals; Environmental protection -- Periodicals; 628.05
• DOI: 10.1080/09593330.2020.1814426
• Languages: English
• ISSNs: 0959-3330

Abstract

ABSTRACT: The degradation of persistent organic pollutants (POPs) in the simulated wastewaters was investigated by Fe-C micro-electrolysis system. With phenanthrene (PHE) and 2, 4-dichlorophenol (2, 4-DCP) as target pollutants, different iron-carbon (Fe-C) micro-electrolysis systems have been established. The effects of initial pH, Fe/C mass ratio, and intake air flow on the degradation and mineralization of PHE and 2, 4-DCP were studied. At the initial pH of 5.0, Fe/C of 1.5:1, and an aeration flow rate of 1.5 L/min, after 120 min of reaction, the removal efficiency of FHE and COD was 94.3% and 73%, respectively. Under the conditions of initial pH is 3.0, Fe/C is 1:2, aeration flow rate of 1.5 L/min, and reaction time of 90 min, the best removal efficiency of 2, 4-DCP can be obtained in the Fe-C micro-electrolysis system as 97% and COD removal efficiency can reach 76%. The results of kinetic studies show that the Fe-C micro-electrolysis process of PHE and 2, 4-DCP follows pseudo-first-order kinetics. Commercial activated carbon (AC) was used for comparison under the same condition. The results indicated that the removal rate of organic pollutants and chemical oxygen demand (COD) of Fe-C micro-electrolysis were superior to that of AC. Analyze the structure of iron after reaction by SEM and XRD. The degradation pathway and mechanism for PHE and 2, 4-DCP were proposed based on LC-MS analyses of treated wastewater. GRAPHICAL ABSTRACT: UF0001