摘要
采用两段上向流曝气生物滤池(TUBAF)处理城市生活污水,其中TUBAF C段采用半软性填料,TUBAF N段采用酶促好氧填料。分别对各段有机物降解的模式进行了研究,并确定了动力学参数。
The municipal wastewater was treated by using Two-sect Upflow Biological Aerated Filter（TUBAF） with semi-soft media used in the sect of TUBAF C and enzyme-enhanced aerobiosis bio-filling used in the sect of TUBAF N. The kinetic equations of organic pollutants removal were deduced from experimental results respectively.
出处
《三峡环境与生态》
2008年第3期31-34,共4页
Environment and Ecology in the Three Gorges
