摘要
采用菰草(Latifolia griseb)滤床净化模拟村落污水尾水的实验表明,以污染物去除负荷最大值确定滤床的水力负荷为0.9m3/m2·d,此运行条件下水生植物滤床对TN、TP、COD。,的去除率分别为33.5%、39.2%、22.8%;以出水可达《城镇污水处理厂污染物排放标准》(GB18918-2002)一级A排放标准确定水力负荷应不大于0.3m3/m2·d,此条件下TN、TP的去除率分别为52.2%、58.3%。菰草滤床适宜栽培水深为15~25cm。
Latifolia griseb filter bed was used for purify of simulated effluent of Village sewage. Results showed that the opti- mum hydraulic loading rate of Latifolia griseb filter bed was 0. 9 m3/m2 · d) and the optimum Planting depth was 15 ~ 25 era. Under the optimum operating coodition ,the removal rate of TN ,TP,CODcf was 33.5% ,39.2% and 22.8% respectively. One -class A permitted criteria of the discharge standard of pollutants for municipal wastewater( GB 18918 -2002 )is lower than 0. 3 m3/m2 · d. Under the condition, the removal rate of TN,TP was 52. 2% ,58.3% .
出处
《干旱环境监测》
2014年第4期162-168,共7页
Arid Environmental Monitoring
基金
国家水体污染控制与治理科技重大专项(2009ZX07101-009-04)
关键词
菰草滤床
模拟村落污水尾水
净化
Latifolia griseb filter bed
Simulated tail water from villiage treatment plant
Purification