INDUSTRIAL WATER TREATMENT ›› 2015, Vol. 35 ›› Issue (6): 42-45. doi: 10.11894/1005-829x.2015.35(6).011

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Pilot scale study on the advanced treatment of secondary effluent in an urban sewage treatment plant

Chen Yue1, Shan Dan2, Zhang Zhongxiang3, Xu Sen4   

  1. 1. Liaoning Urban Construction Technical College, Shenyang 110122, China;
    2. Sino-Japan Friendship Centre for Environmental Protection, Beijing 100029, China;
    3. School of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China;
    4. Dongfang Marine Fitting Co., Ltd., Dongtai 224200, China
  • Received:2015-03-25 Online:2015-06-20 Published:2015-07-16

污水厂二级出水的深度处理中试研究

陈越1, 山丹2, 张忠祥3, 徐森4   

  1. 1. 辽宁城市建设职业技术学院, 辽宁沈阳 110122;
    2. 中日友好环境保护中心, 北京 100029;
    3. 哈尔滨工程大学航天与建筑工程学院, 黑龙江哈尔滨 150001;
    4. 东方船舶装配有限公司, 江苏东台 224200
  • 作者简介:陈越(1976-),工学硕士,副教授。电话:13940432768,E-mail:In-chenyue@163.com.
  • 基金资助:

    国家自然科学基金项目(51209053);中央高校基本科研业务费专项资金资助项目(HEUCF01420)

Abstract:

In order to ensure the treated secondary effluent in sewage plants in the north of Shenyang to achieve the water quality of recycled water, the advanced treatment of the effluent has been accomplished by the highly efficient flocculation of sludge reflux+filtration process, under pilot scale(1 m3/h). The results show that after the treatment, the average removing rates of chroma, turbidity, CODCr, and TP, from effluent are 43%, 90.6%, 65.6% and 86.3%, respectively, the effluent chroma 19.7 degree, turbidity 0.6 NTU, CODCr 25.3 mg/L, and TP 0.6 mg/L. The chroma, turbidity, CODCr and TP of effluent meets the requirements specified in“the Reuse of Urban Recycling Water-Water Quality Standard for Industrial Uses”(GB/T 19923-2005). Nevertheless, since the removing rate of ammonia nitrogen is only 19.7%, further improvement is still needed.

Key words: advanced treatment, sludge reflux, highly efficient flocculation, filtration

摘要:

为使沈阳北部污水处理厂二级生化处理出水达到回用水水质, 在中试规模(1 m3/h)下采用污泥回流高效絮凝+过滤工艺对其进行了深度处理。试验结果表明, 经该工艺处理后, 色度、浊度、CODCr、总磷平均去除率分别达到43%、90.6%、65.6%、86.3%,出水色度为19.7度, 浊度为0.6 NTU,CODCr 为25.3 mg/L,总磷为0.6 mg/L,出水色度、浊度、CODCr、总磷达到《城市污水再生利用 工业用水水质》(GB/T 19923-2005)的要求。但系统对氨氮的去除率仅为19.7%,有待进一步提高。

关键词: 深度处理, 污泥回流, 高效絮凝, 过滤

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