Blatchley Ernest R, Gong Woei-Long, Alleman James E, Rose Joan B, Huffman Debra E, Otaki Masahiro, Lisle John T
School of Civil Engineering, Purdue University, 550 Stadium Mall Drive, West Lafayette, IN 47907-2051, USA.
Water Environ Res. 2007 Jan;79(1):81-92. doi: 10.2175/106143006x102024.
Wastewater disinfection is practiced with the goal of reducing risks of human exposure to pathogenic microorganisms. In most circumstances, the efficacy of a wastewater disinfection process is regulated and monitored based on measurements of the responses of indicator bacteria. However, inactivation of indicator bacteria does not guarantee an acceptable degree of inactivation among other waterborne microorganisms (e.g., microbial pathogens). Undisinfected effluent samples from several municipal wastewater treatment facilities were collected for analysis. Facilities were selected to provide a broad spectrum of effluent quality, particularly as related to nitrogenous compounds. Samples were subjected to bench-scale chlorination and dechlorination and UV irradiation under conditions that allowed compliance with relevant discharge regulations and such that disinfectant exposures could be accurately quantified. Disinfected samples were subjected to a battery of assays to assess the immediate and long-term effects of wastewater disinfection on waterborne bacteria and viruses. In general, (viable) bacterial populations showed an immediate decline as a result of disinfectant exposure; however, incubation of disinfected samples under conditions that were designed to mimic the conditions in a receiving stream resulted in substantial recovery of the total bacterial community. The bacterial groups that are commonly used as indicators do not provide an accurate representation of the response of the bacterial community to disinfectant exposure and subsequent recovery in the environment. UV irradiation and chlorination/dechlorination both accomplished measurable inactivation of indigenous phage; however, the extent of inactivation was fairly modest under the conditions of disinfection used in this study. UV irradiation was consistently more effective as a virucide than chlorination/dechlorination under the conditions of application, based on measurements of virus (phage) diversity and concentration. Taken together, and when considered in conjunction with previously published research, the results of these experiments illustrate several important limitations of common disinfection processes as applied in the treatment of municipal wastewaters. In general, it is not clear that conventional disinfection processes, as commonly implemented, are effective for control of the risks of disease transmission, particularly those associated with viral pathogens. Microbial quality in receiving streams may not be substantially improved by the application of these disinfection processes; under some circumstances, an argument can be made that disinfection may actually yield a decrease in effluent and receiving water quality. Decisions regarding the need for effluent disinfection must account for site-specific characteristics, but it is not clear that disinfection of municipal wastewater effluents is necessary or beneficial for all facilities. When direct human contact or ingestion of municipal wastewater effluents is likely, disinfection may be necessary. Under these circumstances, UV irradiation appears to be superior to chlorination in terms of microbial quality and chemistry and toxicology. This advantage is particularly evident in effluents that contain appreciable quantities of ammonia-nitrogen or organic nitrogen.
废水消毒的目的是降低人类接触致病微生物的风险。在大多数情况下,废水消毒过程的效果是根据指示菌反应的测量结果来进行监管和监测的。然而,指示菌的失活并不能保证其他水传播微生物(如微生物病原体)达到可接受的失活程度。收集了几个城市污水处理设施未经消毒的出水样本进行分析。选择这些设施是为了提供广泛的出水水质,特别是与含氮化合物相关的水质。样本在符合相关排放法规且能准确量化消毒剂暴露量的条件下,进行了实验室规模的氯化、脱氯和紫外线照射处理。对消毒后的样本进行了一系列检测,以评估废水消毒对水传播细菌和病毒的即时和长期影响。一般来说,(存活的)细菌种群因消毒剂暴露而立即减少;然而,在旨在模拟受纳水体条件下对消毒后的样本进行培养,导致细菌群落总数大幅恢复。常用作指示菌的细菌群体并不能准确反映细菌群落对消毒剂暴露及随后在环境中恢复的反应。紫外线照射和氯化/脱氯都实现了对本地噬菌体的可测量失活;然而,在本研究使用的消毒条件下,失活程度相当有限。根据病毒(噬菌体)多样性和浓度的测量结果,在应用条件下,紫外线照射作为一种杀病毒剂始终比氯化/脱氯更有效。综合来看,并结合先前发表的研究,这些实验结果说明了城市污水处理中常用消毒工艺的几个重要局限性。一般来说,不清楚通常实施的传统消毒工艺对于控制疾病传播风险,特别是与病毒病原体相关的风险是否有效。应用这些消毒工艺可能不会显著改善受纳水体的微生物质量;在某些情况下,可以认为消毒实际上可能导致出水和受纳水体质量下降。关于是否需要进行出水消毒的决策必须考虑特定场地的特征,但不清楚城市污水处理厂的消毒对所有设施是否必要或有益。当可能直接接触或摄入城市污水处理厂的出水时,消毒可能是必要的。在这些情况下,就微生物质量以及化学和毒理学而言,紫外线照射似乎优于氯化消毒。这种优势在含有大量氨氮或有机氮的出水中尤为明显。