摘要
采用人工配水模拟太湖地区农村生活污水水质,利用改进的自动增氧型潜流人工湿地对其进行处理,结果表明:COD、NH+4N、TP进水浓度分别在132.4~392.6mg·L-1、21.58~50.26mg·L-1、3.60~13.17mg·L-1范围内变化时,COD、NH+4N、TP的去除负荷随着进水浓度的升高而增大,其最高去除负荷分别为226.38kg·d-1·hm-2、44.40kg·d-1·hm-2、10.44kg·d-1·hm-2,相应的去除率为89.45%、88.93%、90.25%,且系统有较强的抗冲击负荷能力.
The synthetic wastewater, simulating the water quality of rural domestic sewage in Tai Lake watershed, was treated with improved self-aeration subsurface constructed wetland. The experiment results indicated that, in the range of influent wastewater concentrations which were 132.4-392.6, 21.58-50.26, 3.60-13.17mg. L^-1 for COD, NH4^+-N, TP, respectively, the removal loadings of COD, NH4^+-N and TP increased as the increasing of influent wastewater concentration, which were 226.38, 44.40,10.44kg·d^-1·hm^-2, respectively ; the corresponding removal rates were 89.45% , 88.93% ,90.25% ,respectively. and the process can resist the loading fluctuation.
出处
《环境科学学报》
CAS
CSCD
北大核心
2006年第3期404-408,共5页
Acta Scientiae Circumstantiae
基金
国家高技术研究发展计划(863计划)项目(No.2002AA6010121B)~~
关键词
潜流式人工湿地
模拟生活污水
脱氮除磷
污水处理
subsurface constructed wetland
synthetic rural domestic sewage
denitfifieation and phosphorous removal
sewage treatment