2) combined biological aerated filter
复合式曝气生物滤池
1.
The combined biological aerated filter(CBAF) was used to enhance nitrogen removal from secondary effluent of a WWTP in Shenzhen.
采用复合式曝气生物滤池对深圳市某污水处理厂二级出水进行强化脱氮的中试研究。
2.
In order to reasonably determine the thickness of biological aerated filter bed,using the secondary effluent from a WWTP in Shenzhen City as raw wastewater,the variation of pollutants concentration along the depth of combined biological aerated filter was studied.
为合理确定曝气生物滤池的滤床厚度,以深圳市某污水处理厂二级出水为原水,研究了复合式曝气生物滤池中污染物浓度沿滤床深度方向的变化规律。
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：完全混合式曝气池
分子式：
CAS号：
性质：又称连续(流)搅拌曝气池。是池内各点水质和微生物保持均匀混合的曝气池。当废水与回流污泥进入曝气池后，立即同池内原有混合液充分混合，使池内各点水质与微生物构成基本相同。这种类型的曝气池与二次沉淀池可分建或合建。加速曝气法和延时曝气法均为完全混合式曝气池，其耐冲击负荷能力较推流式曝气池强，但处理效果稍差。
CAS号：
性质：又称连续(流)搅拌曝气池。是池内各点水质和微生物保持均匀混合的曝气池。当废水与回流污泥进入曝气池后，立即同池内原有混合液充分混合，使池内各点水质与微生物构成基本相同。这种类型的曝气池与二次沉淀池可分建或合建。加速曝气法和延时曝气法均为完全混合式曝气池，其耐冲击负荷能力较推流式曝气池强，但处理效果稍差。
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