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浊度对饮用水氯化效率和细菌存活的影响。

Effect of turbidity on chlorination efficiency and bacterial persistence in drinking water.

作者信息

LeChevallier M W, Evans T M, Seidler R J

出版信息

Appl Environ Microbiol. 1981 Jul;42(1):159-67. doi: 10.1128/aem.42.1.159-167.1981.

Abstract

To define interrelationships between elevated turbidities and the efficiency of chlorination in drinking water, experiments were performed to measure bacterial survival, chlorine demand, and interference with microbiological determinations. Experiments were conducted on the surface water supplies for communities which practice chlorination as the only treatment. Therefore, the conclusions of this study apply only to such systems. Results indicated that disinfection efficiency (log10 of the decrease in coliform numbers) was negatively correlated with turbidity and was influenced by season, chlorine demand of the samples, and the initial coliform level. Total organic carbon was found to be associated with turbidity and was shown to interfere with maintenance of a free chlorine residual by creating a chlorine demand. Interference with coliform detection in turbid waters could be demonstrated by the recovery of typical coliforms from apparently negative filters. The incidence of coliform masking in the membrane filter technique was found to increase as the turbidity of the chlorinated samples increased. the magnitude of coliform masking in the membrane filter technique increased from less than 1 coliform per 100 ml in water samples of less than 5 nephelometric turbidity units to greater than 1 coliform per 100 ml in water samples of greater than 5 nephelometric turbidity units. Statistical models were developed to predict the impact of turbidity on drinking water quality. The results justify maximum contaminant levels for turbidity in water entering a distribution system as stated in the National Primary Drinking Water Regulations of the Safe Drinking Water Act.

摘要

为了确定饮用水中浊度升高与氯化效率之间的相互关系,进行了实验以测量细菌存活率、氯需求量以及对微生物检测的干扰。对仅采用氯化作为唯一处理方式的社区的地表水供应进行了实验。因此,本研究的结论仅适用于此类系统。结果表明,消毒效率(大肠菌群数量减少的对数)与浊度呈负相关,并受季节、样品的氯需求量以及初始大肠菌群水平的影响。发现总有机碳与浊度相关,并通过产生氯需求干扰游离氯残留的维持。通过从看似阴性的滤膜中回收典型大肠菌群,可以证明对浊水中大肠菌群检测的干扰。发现膜过滤技术中大肠菌群掩盖的发生率随着氯化样品浊度的增加而增加。膜过滤技术中大肠菌群掩盖的程度从浊度小于5散射浊度单位的水样中每100毫升少于1个大肠菌群增加到浊度大于5散射浊度单位的水样中每100毫升大于1个大肠菌群。建立了统计模型来预测浊度对饮用水质量的影响。结果证明了《安全饮用水法》的《国家主要饮用水法规》中规定的进入分配系统的水中浊度的最大污染物水平是合理的。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ded3/243978/4761d350b91a/aem00188-0169-a.jpg

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