Water & Effluent Treatment IC, L&T Construction, Chennai, 600089, India; Centre for Environmental Studies, Department of Civil Engineering, Anna University, Chennai, 600025, India.
Centre for Environmental Studies, Department of Civil Engineering, Anna University, Chennai, 600025, India.
Chemosphere. 2023 Apr;321:138115. doi: 10.1016/j.chemosphere.2023.138115. Epub 2023 Feb 10.
The main scope of this study was to compare the efficacy of different advanced oxidation processes (AOPs) combined with adsorption for treating secondary treated effluent of municipal wastewater in a continuous-lab-scale reactor. The results revealed enhanced removal of biological oxygen demand (BOD: C: 14.1 and C: 0 mg L (100%)), chemical oxygen demand (COD: C: 40.5 and C: 4 mg L (≤90%)), and total organic carbon (TOC: C: 15.2 and C: 3.02-3.63 mg L (∼80%)) by UV/PMS, O/PMS, UV/O/HO, and UV/O/MnO processes followed by glass packed bed reactor (GPBR). Complete inactivation of the bacterial count was observed for all the studied processes. The GPBR showed the additional advantage of termination in the regrowth of bacterial count on the filtering medium. The gas-chromatography and mass spectrometry (GC-MS) analysis showed that AOP followed by adsorption reduced the concentrations of the by-products in the treated effluent. Overall, the synergy between AOP and adsorption improved the effluent quality to meet various indirect potable reuse (IPR) applications.
本研究的主要目的是在连续实验室规模的反应器中比较不同高级氧化工艺(AOPs)与吸附相结合处理城市二级处理废水的效果。结果表明,UV/PMS、O/PMS、UV/O/HO 和 UV/O/MnO 工艺后接玻璃填充床反应器(GPBR)可显著提高生物需氧量(BOD:C:14.1 和 C:0 mg/L(100%))、化学需氧量(COD:C:40.5 和 C:4 mg/L(≤90%))和总有机碳(TOC:C:15.2 和 C:3.02-3.63 mg/L(∼80%))的去除率。所有研究工艺均能完全灭活细菌计数。GPBR 还具有过滤介质上细菌计数不再增长的优势。气相色谱和质谱(GC-MS)分析表明,AOP 后接吸附可降低处理后废水中的副产物浓度。总体而言,AOP 与吸附之间的协同作用提高了出水质量,以满足各种间接饮用水再利用(IPR)应用的要求。