摘要
通过小试研究了生物絮凝沉淀/生物膜过滤复合式工艺一体化装置对城市污水去除的效能和机理,试验结果表明:在较低溶解氧条件(D0为0.1-0.5mg/L)T,该工艺装置对SS、COD去除效果较好;在DO=0.2mg/L,生物絮凝反应区水力停留时间2.16h时,反应区内发生同步硝化反硝化(SND),脱氮效果较好,NH-N平均去除率87.5%,出水SS、COD、NH3-N均能达到国家标准(GB18918-2002)一级标准的B标准。该一体化装置对于城市污水的有机物去除和脱氮具有一定的优越性,是一种高效低耗的污水处理技术。
An integrative device was designed for the treatment of municipal wastewater with primary enhanced bio-treatment andbiofiltration. Under low DO(0.1~0.5 mg/L)condition,SS and COD could be treated effectively. Under the conditions of 2.16 h HRT andDO 0.2 mg/L,nitrification and denitrification(SND)occurred simultaneously with nitrogen removal of 87.5%(NH3-N),and the con-centrations of SS,COD and NH3-N in the effluent met the requirement of National Wastewater Discharge Standard at the first level(GB18918-2002).
出处
《广州环境科学》
2005年第1期1-5,共5页
Guangzhou Environmental Science
关键词
废水处理装置
硝化
生物絮凝沉淀
生物膜过滤技术
溶解氧
integrative device municipal wastewater biological flocculation and adsorption biofilm filtration