人工快渗-人工湿地处理农村生活污水  

Pilot-scale Studyon Rural Domestic Wastewater Treatment by Constructed Rapid Infiltrationand Constructed Wetland

作　　者：姜廷亮[1] 汪翠萍[1] 刘晓吉[1] 张国臣[2] 王凯军[1] JIANG Tingliang WANG Cuipingl LIU Xiaojit ZHANG Guochen WANG Kaijtm(State Key＇Joint Laboratory of Environment Simulation and Pollution Control, School of Environment, Tsinghua University BeijingGuohuan Tsinghua Environment Engineering Design＆Research Institute Co.,Ltd.： Beijing 100084, China)

机构地区：[1]清华大学环境学院环境模拟与污染控制国家重点联合实验室 [2]北京国环清华环境工程设计研究院有限公司,北京100084

出　　处：《水处理技术》2017年第8期87-89,96,共4页Technology of Water Treatment

基　　金：国家水体污染控制与治理科技重大专项(2012ZX07205-002)

摘　　要：采用人工快渗与人工湿地相结合的生态处理技术,构建南水北调中线库区农村生活污水处理中试处理设施。运行结果表明,该工艺对COD、NH_(3-)N、TN、TP、SS的平均去除率分别为79%、86%、78%、92%、88%,出水优于GB 18918-2002 1级B标准。年削减COD、TN、TP分别约为98、31、4 kg,运行成本约0.2元/t。In this study, thecmbinedcgicaltratmenttechngyfnstmtedrapidinfitratinandcnstructedwetandwasusedinruraarea the reservoir of south-to-north watt＂ transfer project.The running result showed that the removal rates of COD, NH3-N, TN, TP and SScould reach 79%, 86%, 78%, 92% and 88%, respectively. The effluent water qualitywas superior to the first level B of Discharge Standard of Pollutants for MunicipalWastewater Treatment Plant （（3B18918 --2002）. The annual reduction quantity of COD, TN and TP about reach 98 kg, 31 kg and 4 kg. The operating costwas about 0.2 ymm/t.

关 键 词：农村污水处理 生态处理技术 人工快渗 人工湿地 

分 类 号：X703.1[环境科学与工程—环境工程]