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1)  Biotrickling Filter
生物滴滤池
1.
Study of Microbial Ecology in Biotrickling Filter Used to Treat Waste Air Containing Toluene;
处理甲苯废气的生物滴滤池中微生物生态学研究
2.
Studies on treatment of waste gas containing dichloromethane using biotrickling filter.;
生物滴滤池处理二氯甲烷废气研究
3.
Behavior model of volatile organic compounds in biotrickling filter;
气态有机化合物在生物滴滤池中的行为模式
2)  bio-tricking filter
生物滴滤池
1.
Experimental study on desulfurization with bio-tricking filter;
生物滴滤池脱除烟气中SO_2的实验研究
2.
The bio-tricking filter flue gas desulphurization technique has bring extensive because its simple technique and manipulation, low investment , operation and maintance fee and decease SO2 pollution efficiently.
生物滴滤池烟气脱硫技术具有工艺简单,操作简便,投资、运行和维护费用低廉,可有效减少环境污染等特点。
3)  grazing organisms in trickling filter
滴滤池里的食草生物
4)  bio-trickling filter
生物滴滤
1.
An approach to purification of toluene waste gas by a cross-flow bio-trickling filter;
错流式生物滴滤床净化甲苯废气
2.
Study on removal rate of methyl mercaptan and ethanethiol by bio-trickling filter;
生物滴滤塔降解甲硫醇和乙硫醇的速率研究
5)  biotrickling filter
生物滴滤
1.
In this paper,the study about biotrickling filter(BTF) till now was introduced,including mechanisms,the effect factor of treatment and present research among domestic and foreign.
生物滴滤净化挥发性有机污染物技术是近年发展起来的一项新技术。
2.
The method of biotrickling filter for treating low concentration hydrogen sulfide gas is investigated.
对生物滴滤法处理低浓度H2S恶臭气体进行了研究,考察并分析了喷淋水量、pH值、停留时间对H2S去除率的影响。
3.
Odor gas removal from biological waste decomposition machine using a biotriclding filter was studied,with investigation of the start-up of biotrickling filter.
文章利用生物滴滤塔对有机垃圾处理机排放的恶臭气体进行了脱臭研究。
6)  Biotrickling filtration
生物滴滤
1.
Biotrickling filtration,a new technique for purifying aromatic organic compounds,has become the hot topic among current researches of air pollution control.
介绍了生物滴滤技术的研究现状,包括工艺操作性能、填料、降解微生物、降解机理、动力学模型以及工业化应用。
补充资料:滴滤池
分子式:
CAS号:

性质:又称生物滤池。一种好氧生物膜法,用作废水二级处理的粗滤池。滤料通常为砾石(也用熔渣),直径25~100mm,滤床深0.9~2.5m。如采用塑料填料,滤床深4~12m。滤料层上设布水装置,下设排水系统。运行时,滤料表面生长起一层充满微生物和原生动物的“生物膜”,膜外即流过废水形成的附着水层和流动水层,废水与生物膜接触而进行生物净化。滴滤池的水力负荷为1~5m3/(m2·d),有机负荷BOD为0.1~0.2kg/(m3·d),有机物去除率达85%~95%。此法比活性污泥法适应性强,管理简便,运行费用低,但占地大,卫生条件较差。

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