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1)  Compound Multi-grade Biological Reactor
复合多级生物反应器
1.
Experimental study is made on the recycle of urban waste water to use the Compound Multi-grade Biological Reactor and Contacted Sedimentation-BAF technique.
采用复合多级生物反应器+接触沉淀-BAF工艺进行城市污水再生回用处理,试验结果显示,在常温条件下,当进水平均浓度CODcr=326 mg/L、BOD5=241 mg/L、NH3-N=36 mg/L、SS=243 mg/L、TN=62 mg/L时,系统出水水质为CODcr=15。
2)  hybrid biological reactor
复合生物反应器
1.
The study of chemical fiber wastewater treatment with hybrid biological reactor;
复合生物反应器工艺对化纤废水的处理研究
2.
Using Matlab,this article computed the effluent COD and NH_3-N concentration of the aerobic reactor and the hybrid biological reactor operating for long at the optimal parameters respectively,in order to forecast the condition that the stage of O-M in process of A_1-A_2-O-M remove COD and NH_3-N up to par.
为预测焦化废水A1-A2-O-M工艺O-M段在其优化运行参数下,去除化学需氧量(COD)和氨氮的达标情况,利用好氧反应器对焦化废水进行了实验研究,并利用Matlab分别对好氧反应器(O段)和复合生物反应器(M段)长期运行的出水COD和氨氮浓度进行估计。
3.
Taking actual domestic wastewater as influent substrate,the effect of DO,COD/TN and MLSS on simultaneous nitrification and denitrification(SND) was investigated in intermittent hybrid biological reactor(HBR) with available capacity of 12 L,filling rate of 30% and operation mode of instantaneous water inflow,aeration(660 min),sedimentation(40 min) and drainage(20 min).
以实际生活污水为处理对象,利用有效容积为12 L的间歇式复合生物反应器(填料填充率:30%,运行方式:瞬间进水—曝气660 min—沉淀40 min—排水20 min),研究了DO、COD/TN值、MLSS对同步硝化反硝化的影响。
3)  multistage biofilm reactor
多级生物膜反应器
1.
An innovative integrative intermittently aerated multistage biofilm reactor for treatment of low-concentration wastewater in small cities and towns was studied with emphasis on the influence of low temperature of 5 ℃ to 8 ℃ in winter on the performance of this reactor.
采用新型一体化间歇曝气多级生物膜反应器处理低浓度小城镇污水,重点考察了冬季低温(5~8℃)对反应器处理效能的影响,以及采用分级间歇曝气方式能否解决连续流生物膜反应器除磷效能低的问题。
4)  hybrid membrane bioreactor(HMBR)
复合式膜生物反应器
1.
Performance of hybrid membrane bioreactor(HMBR) with suspended carriers during long-term operation was studied under the lab conditions in such aspects as COD removal efficiency,transmembrane pressure(TMP),sludge particle size distribution and filtration resistances of sludge suspension.
在实验室条件下,从有机物去除效果、透膜压差、污泥颗粒粒径和污泥混合液过滤阻力等方面对颗粒填料复合式膜生物反应器(HMBR)的长期运行特性进行了研究。
2.
In order to control membrane fouling,a new hybrid membrane bioreactor(HMBR) with porous suspended carriers was introduced.
针对现有MBR存在的缺点,本文提出了新型的颗粒填料复合式膜生物反应器(HMBR),并介绍了HMBR在工业废水处理中的应用。
5)  hybrid membrane bioreactor
复合式膜生物反应器
1.
Effect of operational parameters on membrane fouling in hybrid membrane bioreactor(HMBR) with suspended carriers;
颗粒填料复合式膜生物反应器运行参数对膜污染的影响
2.
Treatment of domestic wastewater by hybrid membrane bioreactor;
复合式膜生物反应器处理生活污水
3.
Study on filtration performance of hybrid membrane bioreactor (HMBR) with porous-flexible suspended carrier particles;
颗粒悬浮填料复合式膜生物反应器的过滤性能研究
6)  hybrid submerged membrane bioreactor
复合膜生物反应器
1.
A newly designed hybrid submerged membrane bioreactor was used to treat simulated domestic wastewater,and the contaminant removal performance of the reactor was investigated.
采用自行设计研制的复合膜生物反应器处理模拟生活污水,考察了系统的除污性能。
补充资料:复合反应器
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性质:将多个不同类型或不同大小的反应器串联,组合成的反应系统。复合反应器利用最小的反应器总体积,达到最大的转化率和选择性。例如对自催化反应,在反应深度不高时,用平推流反应器较好,当产品浓度较高时,则采用全混釜为宜。故总的可采用平推流反应器与全混釜串联的复合反应器。

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