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姚宏, 张士超, 周小轮, 王春荣. 美国某给水厂处理工艺及净水效果[J]. 环境工程学报, 2013, 7(2): 422-426.
引用本文: 姚宏, 张士超, 周小轮, 王春荣. 美国某给水厂处理工艺及净水效果[J]. 环境工程学报, 2013, 7(2): 422-426.
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Yao Hong, Zhang Shichao, Zhou Xiaolun, Wang Chunrong. Process design and water purification efficiency of one water treatment plant in America[J]. Chinese Journal of Environmental Engineering, 2013, 7(2): 422-426.
Citation: Yao Hong, Zhang Shichao, Zhou Xiaolun, Wang Chunrong. Process design and water purification efficiency of one water treatment plant in America[J]. Chinese Journal of Environmental Engineering, 2013, 7(2): 422-426.
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美国某给水厂处理工艺及净水效果

  • 1.

    北京交通大学土木建筑工程学院,北京 100044

  • 2.

    美国佐治亚理工学院,亚特兰大 30332

  • 3.

    中国矿业大学化学与环境工程学院,北京 100083

  • 基金项目:

    国家自然科学基金资助项目(51078023)

    北京市自然科学基金资助项目(8122033)

    内蒙古科技厅引导金项目 (2010)

  • 中图分类号: X703.1

Process design and water purification efficiency of one water treatment plant in America

  • 1.

    School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044, China

  • 2.

    Georgia Institute of Technology, Atlanta 30332,USA

  • 3.

    School of Chemical and Environmental Engineering, China University of Mining and Technology, Beijing 100083,China

  • Fund Project:

  • 摘要: 介绍了美国某给水厂的臭氧-生物活性炭深度处理工艺、主要构筑物、设计参数和运行效果。实验结果表明:原水中TSS、BOD5、COD、UV254和浊度平均值分别为18.25 mg/L、5 mg/L、7.34 mg/L、0.08和17.38 NTU,经过系统处理后的出水指标分别为1.33 mg/L、2 mg/L、0 mg/L、0.01和0.86 NTU,相应的平均去除率分别为88%、60%、100%、88%和81%。净水效果明显,五项常规指标均满足我国《生活饮用水卫生标准》(GB5749-2006)使用要求,这种深度处理技术及设计思路值得国内给水处理行业参考借鉴。
    Abstract: This paper introduced the ozone-biological activated carbon process, main structures,design parameters and operating effect of a water supply plant in United States. The results show that: TSS, BOD5, COD, UV254 and turbidity of the raw wastewater were 18.25 mg/L, 5 mg/L, 7.34 mg/L, 0.08 and 17.38 NTU, respectively,the quota of the treated water were 1.33 mg/L, 2 mg/L, 0 mg/L,0.01 and 0.86 NTU. Their removal rates of the total process were 88%,60%, 100%,88%,81%, respectively. The application of this process in water purification had good effect, and these conventional indexes met the requirement of our country’s Life Sanitary Standard For Drinking Water (GB5749-2006), so the advanced treatment technologies and design ideas are worth our learning and reference.
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  • [1] 宋文涛, 潘晓丽. 臭氧生物活性炭工艺处理饮用水时各阶段的特点. 工业用水与废水,2005,36(4):7-9 Song Wentao,Pan Xiaoli.Characteristics of phases in treatment of drinking water using ozonation-biological activated carbon process.Industril Water and Wastewater, 2005,36(4):7-9(in Chinese)
    [2] 林波,何宗健.臭氧化法水处理技术的现状与展望.环境与开发,1998,13(4):6-7 Lin Bo, He Zongjian. The present situation and development of ozonized water treatment technology. Environmental and Exploitation, 1998,13(4):6-7(in Chinese)
    [3] 张彭义,祝万鹏.臭氧水处理进展.环境科学进展,1995,3(6):18-22 Zhang Pengyi, Zhu Wanpeng. Progress of ozonation technology in water treatment. Advances Environmental Science, 1995,3(6):18-22(in Chinese)
    [4] Bruno Langlais,David A. Reckhow,Deborah R. Brink. Ozone in Water Treatment Application and Engineering. Michigan Lew is Publishers Inc.,1991
    [5] Woo Hang Kim, Wataru Nishi jima, Ei-jiShoto, et al. Pilot plant study on ozonation and biological activated carbon process for drinking water treatment. Water Science and Technol.,1997,35(8):21-28
    [6] Muramoto S., Udagawa T.,Okamura T. Effective removal of musty odor in the Kanamachi Purification Plant. Water Science and Technol.,1995,31(11):219-222
    [7] 周云. 周家渡水厂臭氧活性炭组合工艺的运行. 给水排水,2006,32(5):19-22 Zhou Yun.Operation of ozone and BAC process in Zhoujiadu Water Works. Water & Wastewater Engineering,2006,32(5):19-22(in Chinese)
    [8] 黄长均.南洲水厂臭氧处理系统设计.中国给水排水,2005,21(8):54-57 Changjun Huang. Design for ozone treatment system of Nanzhou water treatment plant. China Water & Wastewater, 2005,21(8):54-57(in Chinese)
    [9] 王宗平,邵玉梅,李东生,等. 温州南麂水厂工艺设计. 给水排水,2007,33(S1):219-221 Wang Zongping, Shao Yumei, Li Dongsheng,et al. Design for water treatment of Wenzhou Nanlu. Water & Wastewater Engineering, 2007,33(S1):219-221(in Chinese)
    [10] 张捷,朱慧,叶财富. 臭氧-生物活性炭处理效的影响因素与工艺分析. 给水排水, 2010,36(2):9-12 Zhang Jie,Zhu Hui,Ye Caifu. The influence factors and process study of ozone-biological activated carbon. Water & Wastewater Engineering, 2010,36(2):9-12(in Chinese)
    [11] 季淑娟.臭氧活性炭技术在给水厂的应用.给水排水,2004,30(6):1-5 Ji Shujuan. Application of ozone-activated carbon technology for waterworks. Water & Wastewater Engineering, 2004,30(6):1-5(in Chinese)
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出版历程
  • 收稿日期:  2012-07-29
  • 刊出日期:  2013-02-02

美国某给水厂处理工艺及净水效果

  • 1.  北京交通大学土木建筑工程学院,北京 100044
  • 2.  美国佐治亚理工学院,亚特兰大 30332
  • 3.  中国矿业大学化学与环境工程学院,北京 100083
  • 收稿日期:  2012-07-29
基金项目:

国家自然科学基金资助项目(51078023)

北京市自然科学基金资助项目(8122033)

内蒙古科技厅引导金项目 (2010)

摘要: 介绍了美国某给水厂的臭氧-生物活性炭深度处理工艺、主要构筑物、设计参数和运行效果。实验结果表明:原水中TSS、BOD5、COD、UV254和浊度平均值分别为18.25 mg/L、5 mg/L、7.34 mg/L、0.08和17.38 NTU,经过系统处理后的出水指标分别为1.33 mg/L、2 mg/L、0 mg/L、0.01和0.86 NTU,相应的平均去除率分别为88%、60%、100%、88%和81%。净水效果明显,五项常规指标均满足我国《生活饮用水卫生标准》(GB5749-2006)使用要求,这种深度处理技术及设计思路值得国内给水处理行业参考借鉴。

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