首页> 外文期刊>Desalination: The International Journal on the Science and Technology of Desalting and Water Purification >Pilot plant study of an ultrafiltration membrane system for drinking water treatment operated in the feed-and-bleed mode
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Pilot plant study of an ultrafiltration membrane system for drinking water treatment operated in the feed-and-bleed mode

机译:以进出水方式运行的饮用水超滤膜系统的中试研究

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A pilot plant study of a polysulfone ultrafiltration (MWCO of 30 kD) tubular membrane process was conducted for the treatment of reservoir water.The membrane separation system was operated in the cross-flow filtration mode at 4.7 m/s and the feed-and-bleed mode for a long term of 4000 h without chemical cleaning and backwashing.The results showed that the behavior of permeate flux of the membrane system operated in the feed-and-bleed mode was similar to that of membrane systems with a periodic backwashing.At the beginning of filtration,bleeding of highly concentrated retentate caused a significant increase in permeate flux by 20%.However,as filtration progressed over time,the permeate flux of the fouled membrane was almost independent of the change in concentration of retained materials by bleeding the retentate.Three distinct stages in permeate flux decline were observed as follows:(1) sharp decrease from 120 to 30 l/m~2/h in 1250 h due to a rapid build-up of a fouling layer,(2) gradual decrease to 15 l/m~2/h in 2800 h due to the role of tangential shear induced by cross-flow velocity,and (3) stable permeate flux until 4000 h due to the establishment of a pseudo-steady-state condition.Permeate quality was stable,regardless of concentrating and diluting retentate in each cycle and fouling for a long duration of filtration.Rejection efficiencies for ultraviolet absorbance at 260 nm (UV_(260)) and dissolved organic carbon (DOC) were around 58% and 49%,respectively.The measured turbidity and concentration of suspended solids in bleed water agreed with calculated values from a simple mass valance,while the measured DOC and UV_(260) of bleed water were much lower than calculated values.
机译:对聚砜超滤(MWCO为30 kD)管式膜工艺进行中试研究,以处理储层水。膜分离系统在4.7 m / s的错流过滤模式下运行,进料和长时间不进行化学清洗和反冲洗的情况下,渗漏模式为4000 h。结果表明,在进排渗模式下运行的膜系统的渗透通量行为与定期反冲洗的膜系统类似。过滤开始时,高浓度渗余物的渗出导致渗透物通量显着增加20%。但是,随着时间的推移,污垢膜的渗透物通量几乎与渗出膜的残留物浓度变化无关。渗透通量下降分为三个不同阶段:(1)由于结垢层的快速堆积,在1250小时内从120升至30 l / m〜2 / h急剧下降,(2)由于横流速度引起的切向剪切作用,在2800 h内总流量降低到15 l / m〜2 / h;(3)由于拟稳态条件的建立,渗透通量稳定到4000 h。渗透物质量稳定,无论每个循环中浓缩和稀释滞留物以及长时间过滤是否结垢分别测量出的浊度和排出水中悬浮固体的浓度与简单的质价计算得出的值相符,所测得的浊度和悬浮固体浓度与计算值相符,而排出的DOC和UV_(260)却远低于计算值。

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