Centre for Energy and Environment, Malaviya National Institute of Technology Jaipur, JLN Marg, Jaipur, 302017, India; Department of Mechanical-Mechatronics Engineering, The LNM Institute of Information Technology, Jaipur, 302031, India.
Department of Civil Engineering, Malaviya National Institute of Technology Jaipur, JLN Marg, Jaipur, 302017, India.
J Environ Manage. 2023 Oct 15;344:118684. doi: 10.1016/j.jenvman.2023.118684. Epub 2023 Aug 1.
The disinfection efficacy of standalone chlorine, UV and their combined approach (hybrid) was investigated for the coliform removal in BioKube 1 and 2 treated effluents collected from different environmental settings of clinical and domestic wastes. Chlorine and UV disinfection were applied to BioKube treated wastewater with doses from 0 to 4 mg L and 0-166 mJ cm respectively. Combined disinfection strategies were designed to reduce the dose of chlorine and UV and to exploit the synergistic effect of them. The culturable coliforms were enumerated in treated wastewater sample (control), immediately after (reduction), and 24 h post disinfections (regrowth) using culture media plating and colilert-18 media. Both the BioKube systems (1 and 2) were effective in achieving the strict norms of physicochemical parameters, but not following the coliform counts of treated effluent for reuse in irrigation. A hybrid strategy of chlorine followed by UV was found to be the most effective among various standalone and combination approaches for the removal of coliforms (>4 log ER or <1000 CFU/100 mL) from both the treated effluents. However, coliform present in treated effluent of BioKube 1 were resisting (regrowth) against all kind of applied disinfectants except chlorine followed by UV dose at or more than 0.5 mg L + 41 mJ cm. Limited reports are available on hybrid disinfection approaches with decentralized packaged sewage treatment units and this study would help to adopt as an effective tertiary treatment strategy for reuse of treated sewage for irrigation while ensuring public health safety.
研究了单独的氯、紫外线及其组合方法(混合)对从临床和家庭废物的不同环境中收集的 BioKube 1 和 2 处理废水的大肠菌群去除的消毒效果。氯和紫外线消毒应用于 BioKube 处理的废水,剂量分别为 0 至 4mg/L 和 0 至 166mJ/cm。设计了组合消毒策略,以降低氯和紫外线的剂量,并利用它们的协同作用。使用培养基平板和 colilert-18 培养基在处理后的废水样品(对照)、消毒后立即(减少)和 24 小时后(再生)对可培养大肠菌群进行计数。这两个 BioKube 系统(1 和 2)在实现严格的理化参数规范方面都非常有效,但不符合处理后废水的大肠菌群计数,无法再用于灌溉。与各种单独和组合方法相比,氯后紧接着紫外线的混合策略是去除两种处理废水中大肠菌群(>4log ER 或 <1000CFU/100mL)最有效的方法。然而,BioKube 1 处理废水中的大肠菌群对所有应用的消毒剂都有抵抗力(再生),除了氯后紧接着紫外线剂量为 0.5mg/L 或更高+41mJ/cm。关于分散式包装污水处理装置的混合消毒方法的报道有限,本研究将有助于采用有效的三级处理策略,在确保公共卫生安全的同时,将处理后的污水再用于灌溉。