集成型人工湿地系统处理北京郊区校园生活污水的中试  

Pilot Test on the Treatment of Beijing Suburb Campus Sewage by Integrated Wetland System

作　　者：姜冰冰[1] 洪剑明[1] 王飞宇[1] 阮晶晶[1] 谭月臣[1] 李静[1] 郭文文 李君 

机构地区：[1]首都师范大学生命科学学院,北京100048 [2]北京市机动车排放管理中心,北京100176 [3]美国派奥设计有限公司,北京100101

出　　处：《安徽农业科学》2010年第32期18258-18260,18266,共4页Journal of Anhui Agricultural Sciences

基　　金：北京市科技计划新农村污水综合治理示范工程子课题(D07040600770701-8D08040600580803)

摘　　要：采用多级复合式人工湿地系统、地埋式一体化预处理系统、景观湿地系统的组合工艺对北京郊区校园生活污水进行中试试验研究。结果表明该系统具有较好的污染物去除效果:COD主要是在一体化预处理系统中被去除;而NH3-N、TN和TP主要是在人工湿地系统中被去除,出水平均COD、NH3-N、TN和TP浓度分别为45.58 mg/L、19.51 mg/L、31.9 mg/L和1.49 mg/L;景观湿地也起到了很好的深度处理作用,出水平均COD、NH3-N与TP浓度分别为13.33 mg/L、0.34 mg/L和0.53 mg/L。A pilot test was carried out to treat Beijing suburb campus sewage by using combined system of multi-level complex artificial wetland systems,buried integration pretreatment system,and wetland landscape system.Results show that the system has good pollutant removal efficiency： COD is mainly removed in the integration of pretreatment system;while NH3-N,TN and TP are mainly removed in the artificial wetland system,the average concentrations in effluent of COD,NH3-N,TN and TP are 45.58 mg/L,19.51 mg/L,31.9 mg/L and 1.49 mg/L respectively.Wetland landscape has also played a very good depth process role,the average concentrations in effluent of COD,NH3-N and TP are 13.33 mg/L,0.34 mg/L and 0.53 mg/L respectively.

关 键 词：生活污水 人工湿地 景观湿地 

分 类 号：TU985.128[建筑科学—城市规划与设计]