工业水处理 ›› 2007, Vol. 27 ›› Issue (12): 80-82. doi: 10.11894/1005-829x.2007(12).80

• 经验交流 • 上一篇    下一篇

V型纤维滤池设计及运行

张万友1,2, 周定1, 王旭生2, 潘庭凯3   

  1. 1. 哈尔滨工业大学市政环境工程学院 黑龙江 哈尔滨 150090;
    2. 东北电力大学化学工程学院;
    吉林市天源环保工程有限公司 ;
    吉林市132013;
    黑龙江哈尔滨150090;
    吉林市132012;
  • 收稿日期:2007-08-30 修回日期:2007-08-30 出版日期:2007-12-20 发布日期:2010-10-01
  • 作者简介:张万友(1957- ),教授,1982年毕业于武汉水利电力学院电厂化学专业,研究方向:腐蚀与防护工程,水处理工程。电话:0432-6189088,E-mail:Jltyhb@163.com。
  • 基金资助:

    国家重点新产品资助项目(2002ED660020)

Design and operation of V-style fiber filter tank

Zhang Wanyou1,2, Zhou Ding1, Wang Xusheng2, Pan Tingkai3   

  1. 1. School of Municipal & Environmental Engineering, Harbin Institute of Technology, Harbin 150090, China;
    2. School of Chemical Engineering, Northeast Dianli University, Jilin 132013, China;
    3. Jilin Tianyuan Environmental Protection Engineering Co., Ltd., Jilin 132012, China
  • Received:2007-08-30 Revised:2007-08-30 Online:2007-12-20 Published:2010-10-01

摘要:

介绍了V型纤维束滤料滤池的工艺设计和运行。某污水厂现场试验表明,滤速为25m/h时,截污容量为5.5kg/m3,SS去除率为93.04%,CODCr去除率为27.6%。另外水头损失7.84×10-3MPa,剩余积泥率≤0.5%-1%,自用水耗为周期制水量的1%左右,具有很高的经济运行性。

关键词: V型纤维滤池, 束状纤维, 气水反冲洗

Abstract:

The design and operation of V-style fiber filter tank is introduced.According to the experiments on the spot in a wastewater plant,when filtration velocity is 25 m/h,the retaining capacity is 5.5 kg/m3,the removal rateof SS is 93.04%,the removal rate of CODCris 27.6%,head loss is 7.84<10-3MPa,residual sludge rate is ≤0.5%-1%,water backwashing rate is about 1% of specific water yield,which indicate V-style fiber filter tank has high economical operating nature.

Key words: V-style fiber filter tank, fiber bundles, air and water backwashing

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