1)  Gas biological filter
曝气生物滤池法
2)  aeration
曝气
1.
Treating dyeing wastewater by catalystic iron inner electrolysis process with aeration;
曝气催化铁内电解法对印染废水预处理的试验
2.
Discussion on aeration repair theory of oil pollution of groundwater;
地下水石油污染曝气修复理论探讨
3.
Renovation of Polluted River Water by Artificial Reaeration;
人工曝气复氧整治污染河流
3)  aerating
曝气
1.
Design optimization were adopted in aerating and sedimentation when municipal sewage was treated by CASS(Cyclic Activated Sludge System),which was useful to save running power cost and process administration optimization.
采用循环式活性污泥法(CASS)工艺处理城市生活污水,并对曝气和沉淀排水阶段进行设计优化,利于节能及优化运行。
4)  Aerate
曝气
1.
92 mg/L(the addition is half of the theory),aerated pressure is 40 kg/cm2 and aerated time is 1 h,the water treated by this method may be met the criterion of drinking water.
采用在水中投加适量高锰酸钾并同时曝气的混合方法,来处理模拟地下水中的Mn2+。
2.
With being aerated for 4 to 12 hours ,the rate of removing COD Cr ,BOD 5 and NH 3 N from the outlet of SBR tanks reaches 85%～95%.
当曝气时间为 4～ 12h时 ,SBR泄出水CODCr、BOD5及氨氮的去除率分别能达到 85 %～ 95 %、90 %～ 95 %和 6 5 %～ 80 % ,从而大大降低了垃圾渗滤液治理工艺中后续处理阶段的负荷 。
5)  intermittent aeration
间歇曝气
1.
Effects of nutritional conditions and intermittent aeration on accumulation of PHB in activated sludge;
营养条件与间歇曝气方式对活性污泥累积聚-3-羟基丁酸酯的影响
2.
Study on nitrogen and phosphorus removal from domestic sewage in oxidation ditch with intermittent aeration;
连续流间歇曝气氧化沟处理生活污水脱氮除磷研究
3.
A View on the Prospect of Continuous Flow-intermittent Aeration Process and Its Development;
连续进出水间歇曝气工艺发展展望
6)  aeration time
曝气时间
1.
On the basis of domastic sewage treatment plant design, it is discussed that the influencl of aeration time on the effeat of CAST craft.
结合姜堰市城市生活污水处理厂的设计,在CAST工艺中,进行了曝气时间对COD和NH3-N去除率影响的探讨。
2.
Microaerobic biological technology was used for methanol wastewater treatment through a lab-scale experiment at room temperature,the relationships of removal efficiency of COD with influent COD,aeration quantity and aeration time were discussed.
在常温条件下进行微氧生物处理高浓度甲醇废水实验,研究COD去除率与进水COD浓度、曝气量和曝气时间的关系,在实验中最佳的水平搭配为:进水COD质量浓度2500 mg/L,曝气量90 L/h,曝气时间11 h,与回归分析所得出的最佳工艺条件相吻合,最后通过响应曲面等高线分析得出常温下甲醇废水微氧生物处理的适宜范围。
3.
The best aeration time and the best pH value were measured, and the sludge volume rate and contamination tolerance load were tested experimentally.
实验测定了污泥沉降性能,测试了最佳曝气时间、最佳pH值范围以及SBR处理系统耐污染的负荷。
参考词条
补充资料：接触曝气池
分子式：
CAS号：

性质：由曝气池，中的石块、石棉水泥或提供的其他表面所构成的一种生物处理单元，空气在池内向上围绕这些表面而扩散，经沉淀后的废水则流经此曝气池。

说明：补充资料仅用于学习参考，请勿用于其它任何用途。