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Investigation of chlorine tolerance profile of dominant gram negative bacteria recovered from secondary treated wastewater in Jaipur, India

机译:印度斋浦尔二级处理废水中回收的主要革兰氏阴性细菌对氯的耐受性调查

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Management of bacterial survival post chlorine disinfection is vital for safe wastewater reuse for irrigation, as the presence of microorganisms in large numbers may lead to subsequent contamination of the surface and ground water reservoirs. Even after satisfying the current norms of conform counts after disinfection (less than 1000 MPN per 100 mL), chlorine tolerant bacteria surviving in inadequately treated wastewater may pose a public health threat as many of these bacteria are able to re-grow upon storage. The current study is aimed to assess the magnitude of the problem posed by chlorine tolerant bacteria during chlorine disinfection and attempts to derive a strategy for safe disinfection. The chlorine tolerance was examined in the dominant gram negative bacteria (GNB) recovered from secondary treated sewage from a treatment plant located at Jaipur, India. Bacterial survival and re-growth (after 24 h) studies on test species (n = 11) with reference to E.coti ATCC 25922 reveal that, while the lethal doses of isolates ranged from 0.5 to 1.25 mgL~(-1),the chlorine doses for complete inhibition of re-growth were much higher (0.75-1.75 mgL~(-1)).The isolates showing highest lethal dose and re-growth inhibition dose, identified as Citrobacter freimdii, Klebsiella sp. and Stenotrophomonas maltophilia also exhibited very low log effective reduction (0.72-1.90) values and were selected as chlorine tolerant bacteria. Results of inactivation kinetics experiments on chlorine tolerant bacteria reveal a strong correlation (R~2 > 0.89-0.99) between log reduction values and contact time. In re-growth kinetics experiments, maximum re-growth was observed after 6 h exposure following which, only marginal increase was registered up to 24 h. The study indicates that the existing approach of bacterial elimination post chlorine treatment may be grossly inadequate to assess the performance of the disinfection process adopted for drinking water treatment. It further brings out a novel approach to arrive at meaningful chlorine doses that take bacterial re-growth into account for achieving safe disinfection.
机译:氯消毒后细菌存活的管理对于安全的污水回用至灌溉至关重要,因为大量微生物的存在可能导致随后对地表和地下水蓄水池的污染。即使满足消毒后的现行合格标准规范(每100 mL少于1000 MPN),在未经充分处理的废水中存活的耐氯细菌也可能构成公共卫生威胁,因为这些细菌中的许多能够在储存时重新生长。当前的研究旨在评估在氯消毒过程中耐氯细菌造成的问题的严重程度,并试图得出安全消毒的策略。从印度斋浦尔某处理厂的二级处理污水中回收的优势革兰氏阴性细菌(GNB)中检测了氯的耐受性。参照E.coti ATCC 25922对受试物种(n = 11)进行细菌存活和重新生长(24小时后)的研究表明,尽管分离株的致死剂量为0.5至1.25 mgL〜(-1),完全抑制再生长的氯剂量要高得多(0.75-1.75 mgL〜(-1))。分离物表现出最高的致死剂量和再生长抑制剂量,被鉴定为费氏柠檬酸杆菌,克雷伯菌。嗜麦芽窄食单胞菌和嗜麦芽窄食单胞菌也显示出极低的对数有效减少值(0.72-1.90),因此被选为耐氯细菌。耐氯细菌的灭活动力学实验结果表明,对数减少值与接触时间之间具有很强的相关性(R〜2> 0.89-0.99)。在重新生长动力学实验中,暴露6 h后观察到最大的重新生长,此后直至24 h仅出现少量的增加。研究表明,氯处理后的现有细菌消除方法可能严重不足以评估饮用水处理所采用的消毒过程的性能。它进一步提出了一种新颖的方法来达到有意义的氯剂量,该剂量考虑了细菌的重新生长以实现安全的消毒。

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