4.7 Article

Safe purification of rural drinking water by biological aerated filter coupled with ultrafiltration

期刊

SCIENCE OF THE TOTAL ENVIRONMENT
卷 868, 期 -, 页码 -

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ELSEVIER
DOI: 10.1016/j.scitotenv.2023.161632

关键词

Biological aerated filter; Ultrafiltration; Combined system; Rural drinking water treatment; Microbial community

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The study developed a combined process of biological aerated filter (BAF) combined with ultrafiltration to treat polluted reservoir water in rural areas. The performance of the system was evaluated using organic matter indexes, turbidity, and chroma. In a long-term experiment, the system achieved a 85.5% removal rate of DOC with an EBCT of 45 min and granule active carbon (GAC) as filler. The effluents of the system met the requirements for drinking water in China, indicating its practical potential for polluted water treatment in rural areas.
Water resources of many rural areas are usually lakes or reservoirs, which can be easily affected by run-off, non-point source pollution and are often of poorer quality compared with urban water sources. Drinking water supply in remote rural areas usually suffers from various challenges, such as the high cost of construction and maintenance of central-ized drinking water treatment plants and pipe networks, due to the dispersed nature of villages, which are often lo-cated in varied and complex topographies. In this study, a combined process comprising biological aerated filter (BAF) combined with ultrafiltration was developed to treat polluted reservoir water. Organic matter indexes, turbidity, and chroma were used as indicators for the evaluation of the system performance. In a long-term experiment lasting 260 days, the combined process was tested under different values of critical operational parameters, including filler types and empty bed contact time (EBCT). Furthermore, the microbial communities in different BAF reactors were carefully evaluated at different times, finding that microorganisms with specific functions were enriched in the various BAF reactors. The combined process reached 85.5 % removal rate of DOC with an EBCT of 45 min and using granule active carbon (GAC) as filler. Most of the effluents of BAF reactors met the requirements for drinking water in China. The combined system showed practical potential for polluted water treatment in some rural areas.

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