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

机译:浊度对饮用水中氯化效率和细菌持久性的影响。

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摘要

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.
机译:为了确定浊度升高与饮用水中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测定的干扰。在针对社区的地表水进行了实验,他们将氯化作为唯一的处理方法。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log10)与浊度呈负相关,并受季节,样品中的氯需求量和初始大肠菌群水平的影响。发现总有机碳与浊度有关,并显示出通过产生氯需求而干扰了游离氯残留的维持。可以通过从明显阴性的过滤器中回收典型的大肠菌群来证明对混浊水中大肠菌群检测的干扰。膜过滤技术中大肠菌群掩盖的发生率随着氯化样品的浊度增加而增加。膜滤池技术中大肠菌群掩盖的幅度从浊度单位小于5的水样中每100毫升小于1大肠菌群增加到浊度单位大于5的水样中每100 ml大于1大肠菌群。建立统计模型以预测浊度对饮用水质量的影响。根据《安全饮用水法》的国家主要饮用水条例,该结果证明了进入分配系统的水中混浊的最大污染物水平是合理的。

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