Backwashing of granular media filters and membranes for water treatment: a review

M. Turan
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Abstract

Filter backwashing is a supplemental part of a drinking water treatment (DWT) facility to wash the filter bed at regular intervals using water or air scour/water by fluidizing the filter bed. Suspended sediments that are retained by the filter bed consist of different particles such as sand, anthracite, and granular activated carbon (GAC) that decline the water flow rate of the filter, and hence consequently the filter bed must be cleaned using a backwashing procedure. Biofiltration has been extensively utilized to decrease organic matter and manage the occurrence of disinfection by-products within drinking water sources. Biological rapid sand filters are frequently utilized to eliminate ammonium from groundwater provinces with the purpose of meeting drinking water requirements. Biological activated carbon (BAC) filters require to be backwashed to wash and enhance the treatment capability by detaching both restrained materials and residual biomass. The reclamation of activated carbon-used backwash water (UBW) was managed by exercising an ultrafiltration (UF) procedure.
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水处理用颗粒介质过滤器和膜反冲洗技术的研究进展
过滤器反冲洗是饮用水处理(DWT)设施的一个补充部分,使用水或空气冲洗剂/水通过流化过滤床,定期清洗过滤床。过滤床保留的悬浮沉积物由不同的颗粒组成,如沙子、无烟煤和颗粒活性炭(GAC),这些颗粒会降低过滤器的水流速率,因此必须使用反冲洗程序清洗过滤床。生物过滤已被广泛用于减少饮用水水源中的有机物和管理消毒副产物的发生。生物快速滤砂器用于去除地下水中的铵,以满足饮用水的要求。生物活性炭(BAC)过滤器需要反冲洗,通过分离抑制物质和残留生物质来洗涤和增强处理能力。采用超滤(UF)工艺对活性炭反冲洗水(UBW)进行了回收处理。
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