INDUSTRIAL WATER TREATMENT ›› 2015, Vol. 35 ›› Issue (5): 19-22. doi: 10.11894/1005-829x.2015.35(5).022

Previous Articles     Next Articles

Pilot study on the shortened process by ultrafiltration adapting to conventional coagulation/sedimentation for drinking water treatment

Xie Yizhong1,2, Duan Yuhao2,3, Feng Qilan1,2, Tian Jiayu2,3, Jiang Shenghui1,2, Zhao Zhiwei2,3, Chen Jie4, Yang Wenjie1,2, Chen Weipei1   

  1. 1. Grandblue Environment Co., Ltd., Foshan 528200, China;
    2. Guangdong Provincial Key Laboratory (Teaching, Studying & Research) Training Base of Urban Water Circulating and Water Quality Security Technology Co., Foshan 528200, China;
    3. State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin 150090, China;
    4. Suzhou Litree Ultrafiltration Membrane Technology Co., Ltd., Suzhou 215152, China
  • Received:2015-04-05 Online:2015-05-20 Published:2015-05-22

超滤与混凝沉淀单元短流程适配的中试研究

谢义忠1,2, 段宇浩2,3, 冯绮澜1,2, 田家宇2,3, 江圣辉1,2, 赵志伟2,3, 陈杰4, 杨文杰1,2, 陈伟培1   

  1. 1. 瀚蓝环境股份有限公司, 广东佛山 528200;
    2. 广东省城市水循环与水质安全保障技术企业重点实验室(产学研)培育基地, 广东佛山 528200;
    3. 哈尔滨工业大学城市水资源与水环境国家重点实验室, 黑龙江哈尔滨 150090;
    4. 苏州立升膜分离科技有限公司, 江苏苏州 215152
  • 通讯作者: 田家宇,博士,副教授,博士生导师。E-mail:tjy800112@163.com。 E-mail:tjy800112@163.com
  • 作者简介:谢义忠(1964—),副总经理,高级工程师。E-mail:nhxyz@sina.com。
  • 基金资助:

    国家自然科学基金项目(51208140);广东省科技计划项目(2012A061600010)

Abstract:

Aiming at the influent in sedimentation tank,the water samples from the central part of the sedimentation tank,and the effluent from the sedimentation tank,respectively,pilot-scale experiments have been carried out. When coupling with coagulation/sedimentation at different sections,the changes of the ultrafiltration(UF) membrane effluent water quality and the fouling characteristics of ultrafiltration membrane are investigated. The results show that,as far as turbidity,CODMn and UV254 are concerned,the coupling process of coagulation/sedimentation-ultra filtration at different sections is basically equivalent to the purification of water quality. However,from the viewpoint of membrane fouling,it is found that when the coupling section was set at the inlet of sedimentation tank,the membrane fouling of the UF membrane was very serious. On the other hand,if the coupling section was set at the outlet of the sedimentation tank,the membrane fouling was significantly reduced. When the coupling section was set at the central part of the sedimentation tank,the membrane fouling rate was not too serious,although a slightly higher. Meanwhile,the floor area of the water plant can be reduced remarkably.

Key words: coagulation and sedimentation, immersed ultrafiltration, shortened process, membrane fouling

摘要:

分别针对沉淀池进水、沉淀池中部水样、沉淀池出水开展了超滤中试试验,研究了在不同混凝沉淀段位耦合时超滤膜出水水质的变化情况以及超滤膜的污染特性。结果表明,对于浊度、CODMn、UV254等水质指标而言,不同段位混凝沉淀-超滤的耦合工艺对水质的净化作用基本相当。但从膜污染上看,耦合段位设置在沉淀池进水端时,超滤膜的污染非常严重;而设置在出水端则可明显减缓膜污染;将耦合段位设置在沉淀池中部时,膜污染速率虽略有升高但幅度不大,同时可以显著减小水厂的占地面积。

关键词: 混凝沉淀, 浸没式超滤, 短流程, 膜污染

CLC Number: