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1)  highly efficient biological aerated filter
高效曝气生物滤池
1.
Case study on the treatment of nitrogenous fertilizer industrial wastewater by the highly efficient biological aerated filter process;
高效曝气生物滤池处理氮肥工业废水的工程实践
2)  efficient aeration pool
高效生物曝气池
3)  high-rate UBAF
高速给水曝气生物滤池
1.
According to the micro-polluted raw water in south area, the high-rate UBAF was usedfor pretreatment with a filtration rate of 16 m/h and a air-water ratio of 0 to 0.
针对南方地区的微污染原水,采用高速给水曝气生物滤池进行生物预处理,滤速为16 m/h,气水比为0~0。
4)  Biological aerated filter
曝气生物滤池
1.
Factors influencing organism and ammonia nitrogen removal by a biological aerated filter;
曝气生物滤池去除有机物及氨氮的影响因素分析
2.
Experiment research on Biological aerated filter to treatment of residential waster water in mining area;
曝气生物滤池在矿区生活污水处理中的试验研究
3.
Research on the start-up of biological aerated filter in water reuse;
曝气生物滤池在污水回用中的挂膜启动试验研究
5)  biological aeration filter
曝气生物滤池
1.
Carbon and nitrogen metabolic characteristics in biological aeration filter;
曝气生物滤池中碳和氮代谢特性
2.
This paper studied the advanced treatment of printing and dyeing wastewater process by biological aeration filter (BAF).
考察了曝气生物滤池(BAF)对经水解、接触氧化二级处理的印染废水进行深度处理的效果,结果表明,针对达到二级标准的生化处理出水,BAF水力负荷为0。
3.
The satisfactory results have been obtained with biological aeration filter: Under the hydraulic retention time of 2.
采用曝气生物滤池法对其进行处理,取得了满意的结果。
6)  biological aerated filter (BAF)
曝气生物滤池
1.
Study of Biological Aerated Filter (BAF) Used for Urea Containing Wastewater Treatment;
曝气生物滤池(BAF)处理尿素解吸废水的试验研究
2.
Based on the performance of a pilot-scale system treating municipal wastewater, the influences of surface loading rate, temperature and the ratio of air to water on a Biological Aerated Filter (BAF) are investigated in this paper.
通过中试系统的运行,研究了表面水力负荷q、温度及气水比等工程控制参数对曝气生物滤池处理城市污水效果的影响。
3.
Backwashing sludge of biological aerated filter (BAF) was studied with analysis of composition and activity of microbe as well as settling and bioflocculation performance.
研究了曝气生物滤池(BAF)反冲洗污泥的生物相组成、生物活性、沉降特性及絮凝性能。
补充资料:后曝气
分子式:
CAS号:

性质:指污水处理厂出水中溶解氧达不到一定要求时,需要采取的充氧措施。一般生物处理厂处理后出水中的溶解氧大致为0.5~2.0mg/L,但当受纳水体要求溶解氧最低限度为4~5mg/L时,就有必要设置后曝气,以达到水体对排水中溶解氧的要求。

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