Department of Civil and Environmental Engineering, Stanford University, 473 Via Ortega, Stanford, CA, 94305, United States.
Department of Civil and Environmental Engineering, Stanford University, 473 Via Ortega, Stanford, CA, 94305, United States.
Water Res. 2020 Jun 1;176:115744. doi: 10.1016/j.watres.2020.115744. Epub 2020 Mar 23.
This study evaluated ozone treatment to address concerns regarding the discharge to marine waters of chemical contaminants and pathogens in reverse osmosis (RO) concentrates generated during the potable reuse of municipal wastewaters. Previous studies indicated that contaminants can be sorted into five groups based on their reaction rate constants with ozone and hydroxyl radical to predict degradation of chemical contaminants during ozonation of municipal effluents. Spiking representatives of each group into five RO concentrate samples, this study demonstrated that the same contaminant grouping scheme could be used to predict contaminant degradation during ozonation of RO concentrates, despite the higher concentrations of ozone and hydroxyl radical scavengers. The predictive capability of the contaminant grouping scheme was further validated for four contaminants of concern in RO concentrates, including the pesticides fipronil and imidacloprid, and the metal chelates Ni-EDTA and Cu-EDTA. After measuring their ozone and hydroxyl radical reaction rate constants, these compounds were assigned to contaminant groups, and their degradation during ozonation matched predictions. Addition of 300 mg/L CaO at pH 11 achieved partial removal of the native nickel and copper by precipitation. Ozone pretreatment further enhanced precipitation of nickel, but not copper. Ozonation achieved 5-log inactivation of MS2 in all five concentrate samples at 1.18 mg O/mg DOC. Ozonation at 0.9 mg O/mg DOC formed 139-451 μg/L bromate. Pretreatment of RO concentrates with chlorine and ammonia reduced bromate formation by a maximum of 48% but increased total halogenated DBP concentrations from 20 μg/L to 36 μg/L. Regardless, neither bromate nor trihalomethane concentrations exceeded threshold concentrations of concern for discharge to marine waters.
本研究评估了臭氧处理,以解决在饮用水回用处理市政废水中产生的反渗透(RO)浓缩物向海洋水域排放化学污染物和病原体的问题。先前的研究表明,可以根据污染物与臭氧和羟基自由基的反应速率常数将其分为五类,以预测市政废水臭氧化过程中化学污染物的降解情况。本研究向五个 RO 浓缩物样本中添加了每组的代表物,结果表明,即使臭氧和羟基自由基清除剂的浓度较高,也可以使用相同的污染物分组方案来预测 RO 浓缩物臭氧化过程中的污染物降解情况。该污染物分组方案的预测能力还针对 RO 浓缩物中四种关注的污染物进行了验证,包括农药氟虫腈和吡虫啉,以及金属络合剂 Ni-EDTA 和 Cu-EDTA。在测量了它们的臭氧和羟基自由基反应速率常数后,这些化合物被分配到污染物组中,其在臭氧化过程中的降解情况与预测结果相符。在 pH 值为 11 时添加 300mg/L 的 CaO 可实现部分去除天然镍和铜的沉淀。臭氧预处理进一步增强了镍的沉淀,但对铜没有影响。在所有五个浓缩物样本中,臭氧处理在 1.18mg O/mg DOC 时实现了 MS2 的 5 对数灭活。在 0.9mg O/mg DOC 下进行臭氧处理形成了 139-451μg/L 的溴酸盐。用氯和氨预处理 RO 浓缩物可最大减少 48%的溴酸盐形成,但将总卤代 DBPs 浓度从 20μg/L 增加到 36μg/L。尽管如此,溴酸盐和三卤甲烷的浓度均未超过向海洋水域排放的关注阈值浓度。