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1)  two-sect UBAF
两段上向流曝气生物滤池
例句>>
2)  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。
3)  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。
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4)  two-stage biological aerated filter(BAF)
两段曝气生物滤池(BAF)
5)  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。
6)  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。
补充资料：连续流搅拌曝气池
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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。
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