O3/GAC-常规处理珠江水系不同原水

吴悦, 吴纯德, 胡冰, 梁佳莉. O3/GAC-常规处理珠江水系不同原水[J]. 环境工程学报, 2014, 8(2): 520-524.
引用本文: 吴悦, 吴纯德, 胡冰, 梁佳莉. O3/GAC-常规处理珠江水系不同原水[J]. 环境工程学报, 2014, 8(2): 520-524.
Wu Yue, Wu Chunde, Hu Bing, Liang Jiali. Purification of different raw waters of Pearl River using O3/GAC-conventional treatment[J]. Chinese Journal of Environmental Engineering, 2014, 8(2): 520-524.
Citation: Wu Yue, Wu Chunde, Hu Bing, Liang Jiali. Purification of different raw waters of Pearl River using O3/GAC-conventional treatment[J]. Chinese Journal of Environmental Engineering, 2014, 8(2): 520-524.

O3/GAC-常规处理珠江水系不同原水

  • 基金项目:

    国家自然科学基金资助项目(51078148,41173103)

    国家“水体污染控制与治理”科技重大专项(2009ZX07423-003)

  • 中图分类号: X522

Purification of different raw waters of Pearl River using O3/GAC-conventional treatment

  • Fund Project:
  • 摘要: 以东江、西江和北江3种原水为研究对象,采用臭氧预处理-常规处理-臭氧活性炭系列处理,研究原水中有机物的去除及臭氧化副产物的产生和转化。结果表明,东江、西江和北江水中CODMn、UV254、甲醛和溴酸盐沿各处理单元过程变化规律基本一致;CODMn总去除率分别为60%、51%和39%,UV254总去除率分别为74%、96%和97%,最终出水甲醛浓度分别为0.004 mg/L、0 mg/L和0 mg/L,BrO3-分别为3.1 μg/L、8.7 μg/L和35.5 μg/L;CODMn的去除主要在预臭氧和活性炭过滤2个处理单元,预臭氧对UV254总去除率贡献最大,甲醛和溴酸盐浓度在主臭氧处理单元达到其峰值(西江甲醛除外);氨氮和有机物浓度较低、pH值较高的北江原水,出水溴酸盐浓度最高。
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    [2] GB5749-2006. 生活饮用水卫生标准. 北京: 中华人民共和国卫生部, 2006
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    [4] 李思敏, 赵南南, 李志广. 臭氧/活性炭工艺深度处理微污染水源水的中试. 中国给水排水, 2011, 27(11): 45-47 Li S. M., Zhao N. N., Li Z. G. Pilot study on advanced treatment of micro-polluted source water by O3/GAC process. China Water & Wastewater, 2011, 27(11): 45-47 (in Chinese)
    [5] Kim K. S., Oh B. S., Kang J. W., et al. Effect of ozone and GAC process for the treatment of micro-pollutants and DBPs control in drinking water: Pilot scale evaluation. Ozone Sci. Eng., 2005, 27(1): 69-79
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    [8] 李璇, 吕锡武, 朱光灿. 臭氧-生物活性炭工艺处理黄浦江微污染原水的中试研究. 水处理技术, 2007, 33(11): 53-56 Li X., Lv X. W., Zhu G. C. Pilot studies on ozone-biological activated carbon process for treating micro-polluted raw water in Huangpu Jiang River. Technology of Water Treatment, 2007, 33(11): 53-56 (in Chinese)
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出版历程
  • 收稿日期:  2013-03-15
  • 刊出日期:  2014-01-27
吴悦, 吴纯德, 胡冰, 梁佳莉. O3/GAC-常规处理珠江水系不同原水[J]. 环境工程学报, 2014, 8(2): 520-524.
引用本文: 吴悦, 吴纯德, 胡冰, 梁佳莉. O3/GAC-常规处理珠江水系不同原水[J]. 环境工程学报, 2014, 8(2): 520-524.
Wu Yue, Wu Chunde, Hu Bing, Liang Jiali. Purification of different raw waters of Pearl River using O3/GAC-conventional treatment[J]. Chinese Journal of Environmental Engineering, 2014, 8(2): 520-524.
Citation: Wu Yue, Wu Chunde, Hu Bing, Liang Jiali. Purification of different raw waters of Pearl River using O3/GAC-conventional treatment[J]. Chinese Journal of Environmental Engineering, 2014, 8(2): 520-524.

O3/GAC-常规处理珠江水系不同原水

  • 1.  华南理工大学环境与能源学院, 广州 510006
  • 2.  工业聚集区污染控制与生态修复教育部重点实验室, 广州 510006
基金项目:

国家自然科学基金资助项目(51078148,41173103)

国家“水体污染控制与治理”科技重大专项(2009ZX07423-003)

摘要: 以东江、西江和北江3种原水为研究对象,采用臭氧预处理-常规处理-臭氧活性炭系列处理,研究原水中有机物的去除及臭氧化副产物的产生和转化。结果表明,东江、西江和北江水中CODMn、UV254、甲醛和溴酸盐沿各处理单元过程变化规律基本一致;CODMn总去除率分别为60%、51%和39%,UV254总去除率分别为74%、96%和97%,最终出水甲醛浓度分别为0.004 mg/L、0 mg/L和0 mg/L,BrO3-分别为3.1 μg/L、8.7 μg/L和35.5 μg/L;CODMn的去除主要在预臭氧和活性炭过滤2个处理单元,预臭氧对UV254总去除率贡献最大,甲醛和溴酸盐浓度在主臭氧处理单元达到其峰值(西江甲醛除外);氨氮和有机物浓度较低、pH值较高的北江原水,出水溴酸盐浓度最高。

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