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采用浸没式内循环膜混凝反应器结合高锰酸钾氧化法进行饮用水处理。

Drinking water treatment using a submerged internal-circulation membrane coagulation reactor coupled with permanganate oxidation.

作者信息

Zhang Zhongguo, Liu Dan, Qian Yu, Wu Yue, He Peiran, Liang Shuang, Fu Xiaozheng, Li Jiding, Ye Changqing

机构信息

Environmental Protection Research Institute of Light Industry, Beijing Academy of Science and Technology, Beijing 100089, China.

Environmental Protection Research Institute of Light Industry, Beijing Academy of Science and Technology, Beijing 100089, China.

出版信息

J Environ Sci (China). 2017 Jun;56:153-163. doi: 10.1016/j.jes.2016.09.011. Epub 2016 Oct 24.

Abstract

A submerged internal circulating membrane coagulation reactor (MCR) was used to treat surface water to produce drinking water. Polyaluminum chloride (PACl) was used as coagulant, and a hydrophilic polyvinylidene fluoride (PVDF) submerged hollow fiber microfiltration membrane was employed. The influences of trans-membrane pressure (TMP), zeta potential (ZP) of the suspended particles in raw water, and KMnO dosing on water flux and the removal of turbidity and organic matter were systematically investigated. Continuous bench-scale experiments showed that the permeate quality of the MCR satisfied the requirement for a centralized water supply, according to the Standards for Drinking Water Quality of China (GB 5749-2006), as evaluated by turbidity (<1 NTU) and total organic carbon (TOC) (<5mg/L) measurements. Besides water flux, the removal of turbidity, TOC and dissolved organic carbon (DOC) in the raw water also increased with increasing TMP in the range of 0.01-0.05MPa. High ZP induced by PACl, such as 5-9mV, led to an increase in the number of fine and total particles in the MCR, and consequently caused serious membrane fouling and high permeate turbidity. However, the removal of TOC and DOC increased with increasing ZP. A slightly positive ZP, such as 1-2mV, corresponding to charge neutralization coagulation, was favorable for membrane fouling control. Moreover, dosing with KMnO could further improve the removal of turbidity and DOC, thereby mitigating membrane fouling. The results are helpful for the application of the MCR in producing drinking water and also beneficial to the research and application of other coagulation and membrane separation hybrid processes.

摘要

采用浸没式内循环膜混凝反应器(MCR)处理地表水以生产饮用水。使用聚合氯化铝(PACl)作为混凝剂,并采用亲水性聚偏氟乙烯(PVDF)浸没式中空纤维微滤膜。系统研究了跨膜压力(TMP)、原水中悬浮颗粒的ζ电位(ZP)以及高锰酸钾投加量对水通量、浊度和有机物去除的影响。连续的小型实验表明,根据中国《生活饮用水卫生标准》(GB 5749 - 2006),通过浊度(<1 NTU)和总有机碳(TOC)(<5mg/L)测量评估,MCR的产水水质满足集中供水要求。除水通量外,在0.01 - 0.05MPa范围内,随着TMP的增加,原水中浊度、TOC和溶解性有机碳(DOC)的去除率也增加。PACl诱导产生的高ZP,如5 - 9mV,导致MCR中细颗粒和总颗粒数量增加,进而造成严重的膜污染和较高的产水浊度。然而,TOC和DOC的去除率随着ZP的增加而提高。对应电荷中和混凝的略微正ZP,如1 - 2mV,有利于控制膜污染。此外,投加高锰酸钾可以进一步提高浊度和DOC的去除率,从而减轻膜污染。这些结果有助于MCR在饮用水生产中的应用,也有利于其他混凝与膜分离混合工艺的研究和应用。

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