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优化臭氧处理,以去除病原体并控制饮用水再利用中的消毒副产物(DBPs),达到中试规模。

Optimizing ozone treatment for pathogen removal and disinfection by-product control for potable reuse at pilot-scale.

机构信息

Department of Chemical Engineering, Federal University of Rio Grande Do Sul, Porto Alegre, 2777 Ramiro Barcelos St, RS, 90035-007, Brazil.

Department of Civil and Environmental Engineering, University of Nevada, MS-0258, Reno, 1664 North Virginia St, NV, 89557, USA.

出版信息

Chemosphere. 2024 Sep;364:143128. doi: 10.1016/j.chemosphere.2024.143128. Epub 2024 Aug 17.

DOI:10.1016/j.chemosphere.2024.143128
PMID:39159769
Abstract

Reclaimed water poses environmental and human health risks due to residual organic micropollutants and pathogens. Ozonation of reclaimed water to control pathogens and trace organics is an important step in advanced water treatment systems for potable reuse of reclaimed water. Ensuring efficient pathogen reduction while controlling disinfection byproducts remains a significant challenge to implementing ozonation in reclaimed water reuse applications. This study aimed to investigate ozonation conditions using a plug flow reactor (PFR) to achieve effective pathogen removal/inactivation while minimizing bromate and N-Nitrosodimethylamine (NDMA) formation. The pilot scale study was conducted using three doses of ozone (0.7, 1.0 and 1.4 ozone/total organic carbon (O/TOC) ratio) to determine the disinfection performance using actual reclaimed water. The disinfection efficiency was assessed by measuring total coliforms, Escherichia coli (E. coli), Pepper Mild Mottle Virus (PMMoV), Tomato Brown Rugose Fruit Virus (ToBRFV) and Norovirus (HNoV). The ozone CT values ranged from 1.60 to 13.62 mg min L, resulting in significant reductions in pathogens and indicators. Specifically, ozone treatment led to concentration reductions of 2.46-2.89, 2.03-2.18, 0.46-1.63, 2.23-2.64 and > 4 log for total coliforms, E. coli, PMMoV, ToBRFV, and HNoV, respectively. After ozonation, concentrations of bromate and NDMA increased, reaching levels between 2.8 and 12.0 μg L, and 28-40.0 ng L, respectively, for average feed water bromide levels of 86.7 ± 1.8 μg L and TOC levels of 7.2 ± 0.1 mg L. The increases in DBP formation were pronounced with higher ozone dosages, possibly requiring removal/control in subsequent treatment steps in some potable reuse applications.

摘要

再生水由于残留的有机微量污染物和病原体而存在环境和人类健康风险。对再生水进行臭氧氧化以控制病原体和痕量有机物是饮用水再生水高级处理系统中的重要步骤。在再生水再利用应用中实施臭氧氧化时,确保有效减少病原体的同时控制消毒副产物仍然是一个重大挑战。本研究旨在使用推流式反应器 (PFR) 研究臭氧氧化条件,以在最小化溴酸盐和 N-亚硝基二甲基胺 (NDMA) 形成的同时实现有效去除/灭活病原体。该中试规模研究使用三种臭氧剂量(0.7、1.0 和 1.4 臭氧/总有机碳 (O/TOC) 比)进行,以使用实际再生水确定消毒性能。通过测量总大肠菌群、大肠杆菌 (E. coli)、胡椒轻斑驳病毒 (PMMoV)、番茄褐色皱果病毒 (ToBRFV) 和诺如病毒 (HNoV) 来评估消毒效率。臭氧 CT 值范围为 1.60 至 13.62 mg min L,导致病原体和指标显著减少。具体而言,臭氧处理导致总大肠菌群、大肠杆菌、PMMoV、ToBRFV 和 HNoV 的浓度分别降低了 2.46-2.89、2.03-2.18、0.46-1.63、2.23-2.64 和>4 log。臭氧氧化后,溴酸盐和 NDMA 的浓度增加,对于平均进水溴化物水平为 86.7 ± 1.8 μg L 和 TOC 水平为 7.2 ± 0.1 mg L,溴酸盐和 NDMA 的浓度分别达到 2.8 至 12.0 μg L 和 28 至 40.0 ng L。随着臭氧剂量的增加,DBP 形成的增加更为明显,在某些饮用水再利用应用中可能需要在后续处理步骤中去除/控制。

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