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1)  limited aeration
限量曝气
1.
Based on the consideration that the limited aeration may strip hydrogen sulfide out and oxidize part of the sulfide into nontoxic elemental sulfur,limited aeration was introduced into the reactor later to reduce the inhibition.
考虑到空气对硫化氢的吹脱和对硫化物的氧化作用可能减轻硫化物对甲烷菌的抑制,本研究在厌氧反应器中引入限量曝气措施。
2)  limit aeration
限制曝气
1.
Experimental results showed that sequencing batch reactor system to be operatted in a limit aeration schedule can not cause sludge increase rapidly.
试验结果表明,采用限制曝气方式运行的序批式活性污泥系统最不易发生污泥膨
3)  time limiting aeration
限时曝气
1.
In the starting process, stable shortcut nitrification of whole course nitrifying sludge achieved by time limiting aeration after 30d.
在短程工艺的快速启动过程中,采用限时曝气方式,将全程硝化的污泥通过30d的驯化即可进入稳定的短程工艺,此时工艺对COD的去除效率维持在70%以上,污泥浓度为2000mg/L左右,出水的浓度为15mg/L以上,NO2--N的积累率也稳定在95%以上。
4)  aeration rate
曝气量
1.
Fuzzy control of SBR aeration rate;
SBR法曝气量的模糊控制
2.
Study on effects of C/N ratio and aeration rate on the simultaneous nitrification and denitrification(SND) in MBR
C/N比和曝气量影响MBR同步硝化反硝化的研究
3.
The results show that the removal efficiencies of ammonia nitrogen and COD are more than 95% and 90% respectively when the aeration rate is 0.
结果表明,在曝气量为0。
5)  aeration quantity
曝气量
1.
Through a test for treatment of vehicle washing wastewater by MBR,the least aeration quantity for lessening membrane pollution was found out.
本文通过膜生物反应器MBR处理某车辆厂洗车废水的试验研究,找出一个能满足恢复膜污染的最小曝气量。
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。
6)  aeration [英][,eiə'reiʃən]  [美][,eə'reʃən]
曝气量
1.
By increasing the amount of the aeration and residual effluent sludge,and improving the technological parameter,the effluent can reach the standard of the GB18918-2002 No.
通过增加曝气量和剩余污泥处置量,优化工艺运行参数,出水可以达到GB18918-2002一级B排放标准。
补充资料:变量曝气法
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性质:又称变量曝气(法)。是废水活性污泥法的一种改良型。为适应曝气池进水口至出水口之间混合液中有机负荷不同的需要,对曝气池的不同部分供给不同空气量,入口处供给空气量较多,出口附近则较少,使得空气量与混合液的需氧量大致成正比。此法可节省供氧量,不需设置初次沉淀池。

说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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