1) UV/micro-aeration
UV/微曝气
1.
The removal performances of EDCs 4-tert-butylphenol(BP) in water using a new process UV/micro-aeration was introduced.
采用新型工艺UV/微曝气对水中内分泌干扰物4-叔丁基苯酚(BP)进行降解研究。
2) UV/H2O2/micro-aeration
UV/H2O2/微曝气
1.
The influence of representative inorganic anions on bisphenol A degradation by UV/H2O2/micro-aeration was studied.
试验研究了水中典型阴离子对UV/H2O2/微曝气工艺降解内分泌干扰物双酚A的影响。
2.
UV/H2O2/micro-aeration,UV/H2O2,UV/micro-aeration and H2O2/micro-aeration processes were tested for the treatment of raw water with aniline.
采用UV/H2O2/微曝气、UV/H2O2、UV/微曝气、H2O2/微曝气四种工艺处理受苯胺污染的水源水。
3.
UV/H2O2/micro-aeration is a new process developing from UV/H2O2.
UV/H2O2/微曝气工艺是在常规UV/H2O2基础上发展起来的。
3) microaeration
微曝气
1.
The effect of S-TE(solubilization by thermophilic enzyme) pretreatment on excess sludge solubilization and changes of chemical components under microaeration and different temperatures was investigated.
研究了微曝气、不同温度条件下S-TE预处理对剩余污泥溶解和各种化学组分变化的影响。
2.
The influence of inoculating thermophilic bacteria on excess sludge solubilization and changes of nutrients in the sludge under microaeration conditions at 65 ℃ was investigated.
研究了在65℃、微曝气条件下接种嗜热菌对剩余污泥溶解和污泥中各种营养成分变化的影响。
4) micro-aeration
微曝气
1.
The combined process of low DO contact oxidation and micro-aeration constructed wetland was used to treat polluted river water into Dianchi Lake to solve the problems of facile blockage and low efficiency of constructed wetland during its high load operation.
采用低溶解氧接触氧化与微曝气垂直流人工湿地的组合工艺对滇池入湖污染河水进行处理,以解决人工湿地在高负荷下运行时易堵塞和效率低的问题。
5) Microporous aeration
微孔曝气
1.
Treatment of city sewage by means of microporous aeration and Carrousel 2000 oxidation ditch process;
微孔曝气、卡鲁塞尔-2000型氧化沟工艺处理城市污水
2.
The microporous aeration A2/O oxidation ditch process is used in Qionglai Wastewater Treatment Plant.
邛崃市污水处理厂采用了微孔曝气A2/O氧化沟工艺,详细介绍了污水处理工艺流程、参数选择及微孔曝气器与潜水推进器的布置方式,并总结了运行经验和设计体会。
6) fine-bubble aeration
微气泡曝气
补充资料：微气泡曝气
分子式：
CAS号：
性质：气泡曝气方法之一。活性污泥法废水生物处理过程中，在曝气池底部或邻近底部设置多孔陶质扩散器进行曝气，扩散器上微孔孔径约为50μm，可产生直径0.2～0.3mm的微小气泡。操作时，输入的空气需先经过滤，以防扩散器发生堵塞。由于产生微气泡的扩散器浸没深度较大，而且扩散器微孔阻力增加，因此，所需鼓风压力较大。其充氧效率一般为10％～30％。
CAS号：
性质：气泡曝气方法之一。活性污泥法废水生物处理过程中，在曝气池底部或邻近底部设置多孔陶质扩散器进行曝气，扩散器上微孔孔径约为50μm，可产生直径0.2～0.3mm的微小气泡。操作时，输入的空气需先经过滤，以防扩散器发生堵塞。由于产生微气泡的扩散器浸没深度较大，而且扩散器微孔阻力增加，因此，所需鼓风压力较大。其充氧效率一般为10％～30％。
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