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Microcystis aeruginosa and microcystin-LR removal by household slow sand filters operating in continuous and intermittent flows

机译:铜绿微囊藻和微囊藻毒素-LR可通过连续和间歇流动的家用慢砂滤池去除

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A household slow sand filter (HSSF) is a widely used water treatment technology recognized as one of the most effective and sustainable in reducing waterborne diseases. However, there is a lack of knowledge concerning its behaviour in the presence of cyanobacteria and cyanotoxins. In this context, the study aimed to evaluate HSSF ability to remove Microcystis aeruginosa cells (stain BB005) and microcystin-LR from water, among other parameters, when operated under continuous (C-HSSF) and intermittent (I-HSSF) flows. C-HSSF was operated at a constant filtration rate (1.22 m(3) m(-2) day(-1)), while I-HSSF was operated at a variable filtration rate (starting at 2.95 m(3) m(-2) day(-1) and finishing at zero). Each filter produced 60 L day(-1). The influence of the pause period was also tested in the I-HSSF. The water from the study was prepared by inoculating M. aeruginosa culture in water from a well to a final cell density of +/- 1 x 10(5) cells mL(-1). M. aeruginosa removal rates were 2.39 +/- 0.34 log and 2.01 +/- 0.43 log by C-HSSF and I-HSSF, respectively. Microcystin-LR concentration in studied water was 5.55 mu g L-1, and both filters produced filtered water with microcystin concentrations below 1.0 mu g L-1, the maximum value recommended by the World Health Organization (WHO), for most of the samples. Turbidity and apparent colour were also within WHO guidelines. Filters operating with different flow regimes and distinct residence times did not statistically influence treatment efficiencies. Both filters showed promising results in the M. aeruginosa and microcystin-LR removals from water; nevertheless, more research is needed to understand the mechanisms involved in the reduction of both cyanobacteria and cyanotoxin through household slow sand filtration. (C) 2018 Elsevier Ltd. All rights reserved.
机译:家用慢沙滤池(HSSF)是一种广泛使用的水处理技术,被公认为是减少水传播疾病的最有效和可持续的技术之一。但是,缺乏关于在蓝细菌和氰毒素存在下其行为的知识。在此背景下,该研究旨在评估在连续(C-HSSF)和间歇(I-HSSF)流量下操作时,HSSF从水中去除铜绿微囊藻细胞(污渍BB005)和微囊藻毒素-LR以及其他参数的能力。 C-HSSF以恒定的过滤速率(1.22 m(3)m(-2)天(-1)运行,而I-HSSF以可变的过滤速率(起始2.95 m(3)m(- 2)天(-1)并在零结束。每个过滤器产生60 L day(-1)。在I-HSSF中也测试了暂停期的影响。通过从孔中接种铜绿假单胞菌培养物至最终细胞密度为+/- 1 x 10(5)个细胞mL(-1)来制备本研究用水。通过C-HSSF和I-HSSF,绿脓杆菌的去除率分别为2.39 +/- 0.34log和2.01 +/- 0.43log。在研究水中,微囊藻毒素-LR的浓度为5.55μg L-1,两个过滤器产生的微囊藻毒素浓度低于1.0μg L-1(世界卫生组织(WHO)建议的最大值)的滤过水。浊度和表观颜色也在WHO指南之内。在不同流动方式和不同停留时间下运行的过滤器在统计学上不会影响处理效率。两种过滤器在铜绿假单胞菌和微囊藻毒素-LR去除水中均显示出可喜的结果。然而,需要更多的研究来了解通过家庭缓慢砂滤减少蓝细菌和蓝藻毒素的机制。 (C)2018 Elsevier Ltd.保留所有权利。

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