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钢渣构造人工湿地运行初期无机氮转化特点研究
引用本文:孙书明,单保庆,彭万疆.钢渣构造人工湿地运行初期无机氮转化特点研究[J].环境科学,2009,30(5):1357-1361.
作者姓名:孙书明  单保庆  彭万疆
作者单位:1. 中国科学院生态环境研究中心,北京,100085;中国科学院研究生院,北京,100049
2. 中国科学院生态环境研究中心,北京,100085
3. 天津空港物流加工区水务有限公司,天津,300308
基金项目:天津市科技创新专项项目(06FZZDSH00900);中国科学院知识创新工程重大项目(KZCX1-WY-06-02);国家高技术研究发展计划(863)项目(2004AA601070)
摘    要:以钢渣为主要基质构建小型潜流湿地,探索湿地运行初期对污水中低浓度无机氮的去除效果及氮转化特点.结果表明,钢渣湿地对氨氮型污水中总氮(TN)、氨氮(NH+4-N)和硝氮(NO-3-N)的去除速率分别是0.12、 0.07和0.10  g·(m2·d)-1,亚硝氮(NO-2-N)积累速率是0.04  g·(m2·d)-1;荧光原位杂交方法没有在钢渣基质上检测到硝化细菌,NH+4-N去除的主要途径是在高pH (>10)的水环境下挥发到上层土壤,由土壤层去除;钢渣湿地对硝氮型污水中TN的去除速率是0.23  g·(m2·d)-1,NO-3-N的去除速率是0.48  g·(m2·d)-1,NO-3-N在钢渣湿地内主要通过反硝化去除,反硝化过程中出现NO-2-N积累,积累速率为0.22  g·(m2·d)-1.钢渣湿地运行初期对硝氮型污水的处理能力高于氨氮型污水,钢渣可作为一种强化反硝化基质应用于NO-3-N的去除或其他组合工艺中.

关 键 词:钢渣  潜流湿地  氨氮型污水  硝氮型污水  反硝化
收稿时间:2008/5/18 0:00:00
修稿时间:2008/11/5 0:00:00

Transformation of Inorganic Nitrogen in Slag-wetland During the Start-up Period
SUN Shu-ming,SHAN Bao-qing and PENG Wan-jiang.Transformation of Inorganic Nitrogen in Slag-wetland During the Start-up Period[J].Chinese Journal of Environmental Science,2009,30(5):1357-1361.
Authors:SUN Shu-ming  SHAN Bao-qing and PENG Wan-jiang
Institution:1.Research Center for Eco-Environmental Sciences;Chinese Academy of Sciences;Beijing 100085;China;2.Graduate University of Chinese Academy of Sciences;Beijing 100049;3.Water Service Co.Ltd.;Tianjin Airport Industrial Park;Tianjin 300308;China
Abstract:Lab-scale subsurface flow slag-wetlands were constructed to study the removal efficiency and transformation processes of low-concentration inorganic N during the start-up period. As for ammonium-dominated wastewater,the removal rates of total nitrogen (TN),ammonium nitrogen (NH+4-N),nitrate nitrogen (NO-3-N) and nitrite nitrogen (NO-2-N) were 0.12 g·(m2·d)-1,0.07 g·(m2·d)-1,0.10 g·(m2·d)-1 and 0.04 g·(m2·d)-1,respectively. Nitrifying bacteria was not detected by fluorescence in situ hybridization (FISH) on the slag. NH3 volatilization is the main contribution for N removal resulting from high pH (>10) and surface soil absorbed most of NH3. For nitrate-dominated wastewater,the removal rates of TN and NO-3-N were 0.23 g·(m2·d)-1 and 0.48 g·(m2·d)-1,and NO-2-N accumulated by 0.22 g·(m2·d)-1 during the process of denitrification. Removal efficiency of inorganic N for nitrate-dominated wastewater was higher than that for ammonium-dominated wastewater during the start-up period of slag-wetlands,so steel slag can be used as a substrate in constructed wetlands for extensive treatment of nitrate pollution.
Keywords:steel slag  subsurface wetland  ammonium-dominated wastewater  nitrate-dominated wastewater  denitrification
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