1) up-flow biological aerated filter(UBAF)
上向流曝气生物滤池(UBAF)
1.
69 m/h and air-water ratio is 3 to 4,the removal efficiencies of COD,NH+4-N and turbidity by up-flow biological aerated filter(UBAF)along the height of filter media layer were studied.
69m/h、气水比为3～4时,研究了上向流曝气生物滤池(UBAF)稳定运行时对COD、NH4+-N和浊度的去除效果沿滤料层高度的变化。
2.
The up-flow biological aerated filter(UBAF) filled with ceramics media was applied in urban sewage treatment,and the influences of hydraulic loading,organic volumetric loading and ammonia nitrogen volumetric loading on the nitrification performance of the UBAF were investigated.
采用以陶粒为填料的上向流曝气生物滤池(UBAF)处理城市污水,考察了水力负荷、有机容积负荷和氨氮容积负荷对UBAF硝化性能的影响。
2) UBAF
上向流曝气生物滤池
1.
The experiment shows that UBAF add sand filtration has high efficiency in the removal of pollutants.
以上向流曝气生物滤池+砂滤工艺深度处理模拟某城市污水厂的二级生化出水,经试验CODCr、NH+4-N、SS、色度、浊度的去除率分别为二级出水的42。
3) up-flow biological aerated filter(UBAF)
上流式曝气生物滤池
1.
The performance of denitrification in the up-flow biological aerated filter(UBAF) is studied experimentally.
文章对单级上流式曝气生物滤池的脱氮性能进行了初步研究。
4) up-flow biological aerated filter
上流式曝气生物滤池
1.
The up-flow biological aerated filter with porcelain media was adopted to treat domestic sewage.
采用以瓷粒为填料的上流式曝气生物滤池(BAF)处理生活污水,研究了水力停留时间、气水比、进水有机物浓度对处理效果的影响。
2.
Using the up-flow biological aerated filter with ceramsite media in the treatment of domestic wastewater,the paper studied the influences of gas to liquid ratio and media height on the performance of the biological aerated filter.
采用以陶粒为填料的上流式曝气生物滤池(UBAF)处理生活污水,研究了气水比和填料层高度对曝气生物滤池处理效果的影响。
3.
Using polyacrylonitrile hollow fiber membrane as carriers in up-flow biological aerated filter,the biofilm formation during start-up and the removal of nitrogen compounds from domestic sewage were studied.
采用聚丙烯腈中空纤维膜段作为上流式曝气生物滤池的填料,就系统启动期间生物膜的形成以及对生活污水中氮化合物的去除规律进行了研究,并考察了稳定运行阶段的气水比、水力停留时间等对硝化和反硝化的影响。
6) lateral flow biological aerated filter
侧向流曝气生物滤池
1.
Characters of biofilm in lateral flow biological aerated filter;
侧向流曝气生物滤池中的生物膜特征分析
补充资料：上流澄清池
分子式：
CAS号：
性质：指（1）卵石床（出口）沉淀池或砾床澄清池。在矩形上流式二次沉淀池的出水口附近设一层豆粒大小的砂砾床，迫使沉淀出水上流通过砂砾床后再溢流过出口堰。砂砾床厚150mm，砂砾的顶部低于池内水面150mm。定期降低池内水位，用水龙带冲洗砂砾层来清洗砂砾。（2）悬浮澄清池。（3）竖流式沉淀池。
CAS号：
性质：指（1）卵石床（出口）沉淀池或砾床澄清池。在矩形上流式二次沉淀池的出水口附近设一层豆粒大小的砂砾床，迫使沉淀出水上流通过砂砾床后再溢流过出口堰。砂砾床厚150mm，砂砾的顶部低于池内水面150mm。定期降低池内水位，用水龙带冲洗砂砾层来清洗砂砾。（2）悬浮澄清池。（3）竖流式沉淀池。
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