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Supervisor:Jiangxi University Of Science And Technology
Sponsored by:Jiangxi University Of Science And Technology
Jiangxi Nonferrous Metals Society
ISSN:1674-9669
CN:36-1311/TF
CODEN YJKYA9
YAN Qun, HAN Dongxue, XU Jing, TANG Meixiang. Pre-oxidation treatment experiment on the micro-polluted water in a reservoir[J]. Nonferrous Metals Science and Engineering, 2015, 6(1): 79-84. DOI: 10.13264/j.cnki.ysjskx.2015.01.015
Citation: YAN Qun, HAN Dongxue, XU Jing, TANG Meixiang. Pre-oxidation treatment experiment on the micro-polluted water in a reservoir[J]. Nonferrous Metals Science and Engineering, 2015, 6(1): 79-84. DOI: 10.13264/j.cnki.ysjskx.2015.01.015

Pre-oxidation treatment experiment on the micro-polluted water in a reservoir

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  • Received Date: July 06, 2014
  • Published Date: February 27, 2015
  • Pre-oxidation and coagulation sedimentation process is proposed to treat the micro-polluted water in a reservoir in Southern Jiangxi considering the shortcomings of the conventional coagulation process. Using potassium permanganate as oxidant, we examine the effects of potassium permanganate preoxidation on the micro-polluted water treated by coagulation sedimentation. The results show that with the conditions of coagulation stirring intensity 260 r/min for 2 min, flocculation mixing intensity 80 r/min for 25 min, PAC dosage of 10 mg/L, the optimum pre-oxidation condition is that when pre-oxidation dosing point is 2 min earlier than coagulant dosing, potassium permanganate dosage is 1.0 mg/L, and pH value is 8. After the polluted water is treated by pre-oxidation and coagulation, the turbidity, CODMn, UV254, ammonia nitrogen, iron and manganese removal rates are 99.02 %, 68.78 %, 50.94 %, 33.96 %, 96.77 %, 81.67 % respectively. The effluent can meet the National Drinking Water Health Standards.
  • [1]
    唐美香.赣南某县微污染水源水强化处理工艺[D].赣州:江西理工大学, 2012. http://cdmd.cnki.com.cn/Article/CDMD-10407-1012507239.htm
    [2]
    何斐, 李磊, 何炎华.微污染水源水处理技术研究进展[J].安徽农业科学, 2008, 36(11):4672-4673. http://www.cnki.com.cn/Article/CJFDTOTAL-HLKX201132027.htm
    [3]
    张玉先, 邓慧萍, 张硕, 等.现代给水处理构筑物与工艺系统设计计算[M].北京:化学工业出版社, 2009.
    [4]
    严群, 唐美香, 余洋.低温低浊水处理技术研究进展[J].有色金属科学与工程, 2011, 2(4):45-48. http://ysjskx.paperopen.com/oa/DArticle.aspx?type=view&id=20110411
    [5]
    陆柱, 蔡兰坤, 陈中兴, 等.水处理药剂[M].北京:化学工业出版社, 2002.
    [6]
    史如萃.微污染水源强化混凝水处理研究进展[J].广州化工, 2010, 38(8):227-228. http://www.cnki.com.cn/Article/CJFDTOTAL-GZHA201611005.htm
    [7]
    Tadao M, Hiroshi T, Harumi Y, et al. Removal characteristics of organic pollutants in sewage treatment by a pre-coagulation, ozonation and ozone/hydrogen peroxide process[J]. Science and Engineering, 2008(30):263-274 http://cn.bing.com/academic/profile?id=2058243946&encoded=0&v=paper_preview&mkt=zh-cn
    [8]
    刘杰, 郑西来, 陈蕾, 等.两级垂直流土地处理系统处理微污染水的实验研究[J].环境工程学报, 2011, 5(2):289-292. http://www.cnki.com.cn/Article/CJFDTOTAL-HJJZ201102011.htm
    [9]
    夏宁, 刘汉湖, 时孝磊, 等.超声波技术处理微污染水的实验研究[J].环境污染治理技术与设备, 2005, 6(4):73-75. http://www.cnki.com.cn/Article/CJFDTOTAL-HJJZ20050400J.htm
    [10]
    肖华, 周荣丰.微污染水源水处理技术的现状与发展[J].北方环境, 2005, 30(1):62-66. http://www.cnki.com.cn/Article/CJFDTOTAL-BFHJ20050100K.htm
    [11]
    郑洪领, 王龙, 宗逸君.我国微污染水源饮用水处理技术应用进展[J].山东建筑大学学报, 2008, 23(6):543-545. http://www.cnki.com.cn/Article/CJFDTOTAL-SDJG200806020.htm
    [12]
    Poitelon J B, Joyeux M, Welte B, et al. Variations of bacterial 16S rDNA phylotypes prior to and after chlorination for drinking water production from two surface water treatment plants[J]. Journal of Industrical Microbiology & Biotechnology, 2010, 37(2):117-128. http://cn.bing.com/academic/profile?id=2042131192&encoded=0&v=paper_preview&mkt=zh-cn
    [13]
    Shaaban A M. A novel technology to improve drinking water quality using natural treatment methods in rural tanzania[J]. Journal of Environmental Health, 2008, 70(7):46-50. http://cn.bing.com/academic/profile?id=2290791774&encoded=0&v=paper_preview&mkt=zh-cn
    [14]
    Patrick L, Benoit B, Michele P, et al. A bench-scale evaluation of different treatment options to produce bio-stable drinking water[J]. Journal of Environmental Engineering and Science, 2003(2):237-246. http://cn.bing.com/academic/profile?id=2004489460&encoded=0&v=paper_preview&mkt=zh-cn
    [15]
    Park S K, Pak K R, Choi S C, et al. Evaluation of bioassays for analyzing biodegradable dissolved organic carbon in drinking water[J]. Journal of Environmental Science and Health, 2004, 39(1):103-112. doi: 10.1081/ESE-120027371
    [16]
    张帆, 陆少鸣, 范平, 等.接触氧化沟工艺在珠江微污染源水处理中的应用[J].水处理技术, 2007, 33(12):54-57. http://www.cnki.com.cn/Article/CJFDTOTAL-SCLJ200712013.htm
    [17]
    宋向阳. MBBR和陶粒生物滤池预处理受污染黄河源水研究[J].中国给水排水, 2008, 24(17):12-15. http://www.cnki.com.cn/Article/CJFDTOTAL-GSPS200817003.htm
    [18]
    李宝东, 刘冬梅, 林涛.饮用水处理过程中的化学氧化技术[J].哈尔滨商业大学学报(自然科学版), 2004, 20(2):199-202. http://www.cnki.com.cn/Article/CJFDTOTAL-HLJS200402018.htm
    [19]
    苑宝玲, 李坤林, 钱强, 等.高锰酸钾预氧化强化处理受污染的水库水[J].安全与环境工程, 2005, 12(3):42-45. http://www.cnki.com.cn/Article/CJFDTOTAL-KTAQ200503012.htm
    [20]
    胡红梅, 董秉直, 宋亚丽, 等.高锰酸钾预氧化-混凝-微滤工艺处理黄浦江源水[J].中国给水排水, 2007, 23(5):97-100. http://www.cnki.com.cn/Article/CJFDTOTAL-GSPS200705024.htm
    [21]
    蒋绍阶, 刘宗源. UV254作为水处理中有机物控制指标的意义[J].中国给水排水, 1992, 8(4):4-7. http://cn.bing.com/academic/profile?id=2684429769&encoded=0&v=paper_preview&mkt=zh-cn
    [22]
    于浩, 李宁.地表水中UV254与COD之间的关系分析[J].水资源保护, 2009, 25(4):67-69. http://mall.cnki.net/magazine/Article/SZYB200904023.htm
    [23]
    谢建华, 刘海静, 王爱武.浅析氨氮、总氮、三氮转化及氨氮在水污染评价及控制中的作用[J].内蒙古水利, 2011, 31(5):34-36. http://www.cnki.com.cn/Article/CJFDTOTAL-NMSL201105017.htm
    [24]
    王丽华.水中天然腐植酸的高锰酸钾预氧化特性研究[D].西安:西安建筑科技大学, 2005. http://cdmd.cnki.com.cn/Article/CDMD-10703-2005087291.htm
    [25]
    齐鲁.高锰酸盐复合药剂预氧化处理珠江水系微污染水效能的研究[D].青岛:青岛理工大学, 2006.

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