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新型人工湿地对工业区降雨径流的净化研究 被引量:14

Treatment Studies of Industrial Rainoff With a New Type of Constructed Wetland
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摘要 根据东莞市同沙水库集水区内工业区降雨径流的水质、水量特征,采用新型折流式人工湿地对其进行模拟及实地降雨径流净化研究.对人工湿地不同运行阶段模拟降雨径流的净化效果进行对比,分析COD、SS、TN、TP、NH4+-N以及重金属Pb、Zn、Cu在湿地系统中的沿程变化,探讨它们的主要去除机制.模拟净化研究中,除TN外,湿地系统出水各污染物均达到《地表水环境质量标准》(GB 3838-2002)Ⅲ类质量标准,TN达Ⅳ类标准;且大部分污染物在湿地前端被去除.实地降雨径流净化研究中,COD、SS、TN、TP及NH4+-N的平均去除率分别为90.9%、97.0%、83.4%、92.2%、90.0%;重金属Pb、Zn、Cu的平均去除率分别为98.4%、94.1%、93.6%,出水均能达地表Ⅲ类水标准.研究表明,折流式人工湿地系统对工业区降雨径流的净化效果显著,湿地系统具有较强抗冲击负荷能力.另外,小幅温度变化对湿地系统中污染物的去除影响不大. According to water characteristics of industrial rain runoff in a catchment of Tongsha reservoir,Dongguan city,an improved baffled constructed wetland(BCW) was used for purification experiment study of simulated and on-the-spot rain runoff.The purification effects of simulated rain runoff were compared in different operated phases of BCW.Meanwhile,the variation of the pollutants(COD,SS,TN,TP,NH+4-N,Pb,Zn,Cu) along the BCW and their removal mechanism were analyzed and discussed,respectively.In the simulated experiment,the effluent water quality of BCW system met the needs of Environmental Quality Standard for Surface Water(GB 3838-2002) Ⅲ,besides TN met Ⅳ,and most of the pollutants were removed in the front of the BCW.In the purification study of on-the-spot rain runoff,removal rate of COD,SS,TN,TP and NH+4-N were 90.9%,97.0%,83.4%,92.2% and 90.0%,respectively;removal rate of Pb,Zn and Cu were 98.4%,94.1% and 93.6%,respectively.The effluent met the grade Ⅲ.Results showed that there was remarkable treatment performance of industrial catchment rain runoff when BCW system was used,which also can withstand strong shock load.Moreover,a modest variation of temperature affected the removal of pollutants in the BCW insignificantly.
出处 《环境科学》 EI CAS CSCD 北大核心 2012年第3期817-824,共8页 Environmental Science
基金 国家水体污染控制与治理科技重大专项(2008ZX07211-006)
关键词 人工湿地 工业区 降雨径流 污染负荷 重金属 净化效果 constructed wetland industrial catchment rain runoff pollution load heavy metal purification effects
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  • 1International Water Association.Constructed wetlands for pollution control:processes,performance,design and operation[M].London:IWA Publishing,2000.
  • 2胡康萍,许振成,朱彤,李华.人工湿地污水处理系统初步研究[J].上海环境科学,1991,10(9):41-42. 被引量:35
  • 3Haberl R.Constructed wetlands:a chance to solve wastewater problems in developing countries[J].Water Science and Technology,1999,40(3):11-17.
  • 4Kivaisi A K.The potential for constructed wetlands for wastewater treatment and reuse in developing countries:a review[J].Ecological Engineering,2001,16(4):545-560.
  • 5Cooper P.Uk experience with reed bed and constructed wetland systems 1985 to 2003[A].In:Jan Vymazal W D,(ed.).The first international seminar on the use of aquatic macrophytes for wastewater treatment in constructed wetlands[C].Lisbon:Backhuys Publishers,2003.414-415.
  • 6Molle P,Lienard A,Boutin C,et al.How to treat raw sewage with constructed wetlands:an overview of French systems [J].Water Science and Technology,2005,51(9):11-21.
  • 7詹德昊,吴振斌,张晟,成水平,傅贵萍,贺峰.堵塞对复合垂直流湿地水力特征的影响[J].中国给水排水,2003,19(2):1-4. 被引量:45
  • 8GB18918-2002.城镇污水处理厂污染物排放标准[S].[S].,..
  • 9国家环境保护总局.水和废水监测分析方法[M].(第四版).北京:中国环境科学出版社,2002.258~285.
  • 10项学敏,杨洪涛,周集体,杨凤林,王中华.人工湿地对城市生活污水的深度净化效果研究:冬季和夏季对比[J].环境科学,2009,30(3):713-719. 被引量:53

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