1) 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
2) BAF
曝气生物滤池
1.
Mechanism and Affecting Factors of Simultaneous Nitrification and Denitrification in Water Deep Treating Using Biological Aerated Filter(BAF);
曝气生物滤池废水深度处理同步硝化反硝化机理及影响因素
2.
Application of BAF (Biological Aerated Filter) in the Treatment of Domestic Sewage;
曝气生物滤池在生活污水处理中的应用
3.
Experimental Study on BAF for Advanced Treatment of Petrochemical Wastewater;
曝气生物滤池深度处理石化废水的试验研究
3) biological aerated filter(BAF)
曝气生物滤池
1.
Based on the satisfactory treatment effect of synthesized oil field wastewater with salinity of 0～3%,the salinity effect on the immobilized microorganism in the biological aerated filter(BAF) was further investigated.
在进水盐度为0~3%的范围内,固定化曝气生物滤池(BAF)处理人工合成采油废水的效果良好。
2.
In order to study the characteristics of microbe and organic nitrogen transformation along the reactor of Up-flow Biological Aerated Filter(BAF) and optimize the design and work of the filter with the sewage containing organic nitrogen.
为揭示上向流曝气生物滤池中有机氮沿程转化规律及其微生物特性,优化滤池的设计与运行,以有机氮废水为处理对象,在水力负荷0。
3.
According to the characteristics of activated sludge process and biological aerated filter(BAF),a new combined process of activated sludge and BAF was developed,which is operated in A/O mode.
基于活性污泥法与曝气生物滤池(BAF)的特点,开发了一种新型组合工艺——由活性污泥/曝气生物滤池构成的A/O工艺。
4) 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。
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 aeration filter(BAF)
生物曝气滤池(BAF)
补充资料：生物吸附曝气氧化法
分子式：
CAS号：
性质：简称AB法。一般两段活性污泥法，是强化活性污泥的吸附与生物氧化能力的两级曝气废水生物处理。其特点是将系统分为A和B两级曝气，A级和B级污泥单独回流，形成两种不同组成和不同功能的微生物种群。A级以超高污泥负荷[BOD5大于2kg/kg(MLSS)·d]运行，水力停留时间为0.5h。B级以低负荷[一般BOD5小于0.3kg/kg(MLSS)·d]运行，参数与传统活性污泥法相近。其COD总去除率可达80%以上。AB法基建与运行费用省，效果好，已用于城市废水和食品、屠宰、印染等工业废水的处理。
CAS号：
性质：简称AB法。一般两段活性污泥法，是强化活性污泥的吸附与生物氧化能力的两级曝气废水生物处理。其特点是将系统分为A和B两级曝气，A级和B级污泥单独回流，形成两种不同组成和不同功能的微生物种群。A级以超高污泥负荷[BOD5大于2kg/kg(MLSS)·d]运行，水力停留时间为0.5h。B级以低负荷[一般BOD5小于0.3kg/kg(MLSS)·d]运行，参数与传统活性污泥法相近。其COD总去除率可达80%以上。AB法基建与运行费用省，效果好，已用于城市废水和食品、屠宰、印染等工业废水的处理。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条