1) Biological Turbulent Bed Reactor
生物紊动床
1.
Study on Hydraulic Characteristics and Nitrification Efficiencies of Biological Turbulent Bed Reactor;
生物紊动床的水力特性及硝化效能研究
2.
Study was made on nitrification and organic matter oxidation under the condition of low DO and existence of organics in biological turbulent bed reactor, and analysis was conducted on the competition between heterotrophic and autotrophic bacteria.
利用生物紊动床在低溶解氧 (DO)和有机物存在的条件下研究了氨氮的亚硝化、硝化和有机物氧化的规律 ,分析了异养菌与自养菌竞争的特点。
2) MBBR
紊动床生物膜反应器
1.
A STUDY OF MOVING BED BIOFILM REACTOR(MBBR) WITH LIGHT POROUS CARRIER;
应用多孔轻质无机载体的紊动床生物膜反应器
2.
Two paralleling Moving Bed Biofilm Reactors(MBBR) with different packing rate were set up to study the influence of packing rate on the removal efficiency,attached and suspended biomass.
对外表面载体紊动床生物膜反应器进行了不同填充率条件下的平行试验,研究了填充率对紊动床生物膜反应器处理效果、附着性能及悬浮生物量的影响。
3.
The operational effect of Moving Bed Biofilm Reactor (MBBR) and activated sludge reactor under the same energy of lower input was studied .
研究了在相同的较低能耗条件下紊动床生物膜反应器与活性污泥反应器的运行效果。
3) moving bed biofilm reactor
紊动床生物膜反应器
1.
Analysis of experimental results show moving bed biofilm reactor has good removal rate of COD and NH4-N,which show practicability of short-cut denitrification for practice.
研究了填充率为60%和30%两种情况下紊动床处理城镇废水的各种性能和特点,对其实验装置及填料性质进行了介绍,并分析了其实验结果,指出紊动床生物膜反应器对COD,NH4-N有很好的去除效果,为实际工程实现短程反硝化提供了可行性。
4) MBBR
生物浮动床
1.
Middle-scale Experiment on Reuse of Petrochemical Wastewater by "MBBR+Biofilter";
“生物浮动床+生物滤池”用于石化废水回用的中试研究
2.
When HRT is 8h,COD removing rate and NH3-N removing rate of MBBR are respectively 14.
实验对生物浮动床(MBBR)和活性污泥法两种工艺进行了比较。
5) floating bio-bed
浮动生物床
1.
Design and management of floating bio-bed/subsurface infiltration system for campus sewage treatment;
浮动生物床/地下渗滤联合工艺处理校园污水的设计与管理
6) moving-bed bioreactor
生物移动床
1.
Treatment of pesticide wastewater by moving-bed bioreactor combined with advanced oxidation technology;
高级氧化工艺与生物移动床耦合处理农药废水研究
补充资料：扰紊
1.扰乱。
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