首页 | 本学科首页   官方微博 | 高级检索  
     

厌氧—接触氧化渠—垂直潜流型人工湿地处理农村生活污水研究
引用本文:钟秋爽,王俊玉.厌氧—接触氧化渠—垂直潜流型人工湿地处理农村生活污水研究[J].给水排水,2012,38(4):40-44.
作者姓名:钟秋爽  王俊玉
作者单位:江苏省住房和城乡建设厅科技发展中心,南京,210036
摘    要:选择厌氧—接触氧化渠—垂直潜流型人工湿地工艺处理农村生活污水,分析比较了各工艺段DO水平,接触氧化渠充氧效果明显.通过对COD、NH3—N和TP浓度及去除率的研究发现,厌氧池去除率较稳定,对各污染物去除率最高可达72%、49.54%和66.36%,接触氧化渠和人工湿地对各污染物也有较高去除率,但并不稳定.系统运行稳定后,出水水质整体可达到《城镇污水处理厂污染物排放标准》(GB 18918-2002)二级标准,部分时段可达一级B标准.

关 键 词:农村生活污水  厌氧  接触氧化渠  垂直潜流型人工湿地

Study on anaerobic-contact oxidation ditch-vertical subsurface constructed wetland to treat rural domestic sewage
Zhong Qiushuang , Wang Junyu.Study on anaerobic-contact oxidation ditch-vertical subsurface constructed wetland to treat rural domestic sewage[J].Water & Wastewater Engineering,2012,38(4):40-44.
Authors:Zhong Qiushuang  Wang Junyu
Affiliation:(Science&Technology Development Center of Jiangsu Housing and Urban-Rural Development Department,Nanjing 210036,China)
Abstract:The anaerobic-contact oxidation ditch-subsurface constructed wetland was selected for the treatment of rural domestic sewage.By analyzing and comparing DO concentration of each process,the results showed oxygenation in contact oxidation ditch was remarkable.Through the study on concentration and removal rate of COD,NH3-N,and TP,the anaerobic tank removal performance was stable and could reach up to 72%,49.54%,and 66.36% respectively.The removal rates of contact oxidation ditch and constructed wetland were high but unstable.When the system operation reached steady,the final effluent reached the second grade standards of Discharge standard of pollutants for municipal wastewater treatment plant(GB 18918—2002) generally,and sometimes could even reach the first-grade B standards.
Keywords:Rural domestic sewage  Anaerobic  Contact oxidation ditch  Vertical subsurface constructed wetland
本文献已被 CNKI 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号