Department of Urban Engineering, School of Engineering, The University of Tokyo, 7-3-1 Hongo, Bunkyo-ku, Tokyo, Japan.
Department of Virology, Toyama Institute of Health, 17-1 Nakataikoyama, Imizu-shi, Toyama, Japan.
Water Res. 2020 Nov 1;186:116291. doi: 10.1016/j.watres.2020.116291. Epub 2020 Aug 10.
Ozone has a strong oxidation power that allows effective inactivation of waterborne viruses. Few studies have accurately measured the kinetic relationship between virus inactivation and ozone exposure, because the high reactivity of ozone makes it difficult to measure them simultaneously. A continuous quench flow system (CQFS) is a possible solution for analyzing such a fast reaction; however, previous studies reported that CQFS provided different results of inactivation rate constants from the batch system. The objectives of this study were (1) to develop a CQFS to evaluate the kinetics of microbial inactivation accurately, (2) to evaluate the inactivation rate constants of waterborne virus by ozone, and (3) to compare the results with previous studies. The results indicated that the simple plug flow assumption in the reaction tube of CQFS led to underestimation of the rate constants. The accurate measurement of rate constants was achieved by the pseudo-first-order reaction model that takes the residence time distribution (RTD; i.e., the laminar flow assumption) into account. The results of inactivation experiments suggested that the resistance of viruses were getting higher in the following order: Qβ < MS2, fr, GA < CVB5 Faulkner, φX-174, PV1 Sabin, CVB3 Nancy. The environmental isolates of CVB3 and CVB5 had a 2-fold higher resistance compared with their lab strains. Predicted CT values for 4-log inactivation ranged from 0.018 mg sec L (Qβ) to 0.31 mg sec L (CVB3 Environmental strain). The required CT values for 4-log PV1 inactivation was 0.15 mg sec L, which was 166-fold smaller than those reported in the United States Environmental Protection Agency guidance manuals. The overestimation in previous studies was due to the sparse assumption of RTD in the reactor. Consequently, the required ozone CT values for virus inactivation should be reconsidered to minimize the health risks and environmental costs in water treatment.
臭氧具有很强的氧化能力,可有效灭活水中的病毒。很少有研究能够准确测量病毒失活动力学与臭氧暴露之间的动力学关系,因为臭氧的高反应性使得同时测量它们变得困难。连续淬灭流系统(CQFS)是分析这种快速反应的一种可能方法;然而,先前的研究报告称,CQFS 提供的失活动力常数与批处理系统的结果不同。本研究的目的是:(1)开发 CQFS 以准确评估微生物失活动力学,(2)评估臭氧对水中病毒的灭活速率常数,(3)并与先前的研究进行比较。结果表明,CQFS 反应管中的简单推流假设导致低估了速率常数。通过考虑停留时间分布(RTD;即层流假设)的准一级反应模型可以准确测量速率常数。灭活实验结果表明,病毒的抗性按以下顺序逐渐增加:Qβ<MS2、fr、GA<CVB5 Faulkner、φX-174、PV1 Sabin、CVB3 Nancy。与实验室菌株相比,环境分离株的 CVB3 和 CVB5 抗性提高了 2 倍。4 对数灭活的预测 CT 值范围从 0.018 mg sec L(Qβ)到 0.31 mg sec L(CVB3 环境株)。4 对数 PV1 灭活所需的 CT 值为 0.15 mg sec L,比美国环境保护署指南手册中的报道值小 166 倍。先前研究中的高估是由于反应器中 RTD 的稀疏假设所致。因此,应重新考虑用于病毒灭活的臭氧 CT 值,以最大限度地降低水处理中的健康风险和环境成本。