2) trickling filter
滴滤池,滴滤器
3) 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
4) 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。
5) trickling filter
滴滤池
1.
Use of combined process of hydrolysis,pulse trickling filter and constructed wetland for rural sewage treatment;
水解/脉冲滴滤池/人工湿地工艺处理农村生活污水
2.
The combined process of trickling filter and constructed wetland was used to treat the rural domestic sewage,and the contaminant removal efficiency of the combined process and the contributing rates of each process for contaminant removal were investigated.
采用滴滤池—人工湿地组合工艺处理农村生活污水,考察了其除污效果及两工艺对污染物去除的贡献率。
3.
Aimed at the characteristics of rural domestic sewage in the Lake Taihu area, a demonstration project using relatively concentrated wastewater treatment system is designed for treating rural domestic sewage with the technology combined with trickling filter and constructed wetland.
针对太湖地区农村生活污水的特点,应用滴滤池与人工湿地相结合的技术,设计了相对集中的污水处理系统,实施了处理农村生活污水的示范工程,并对该工艺的运行特性进行了分析。
6) Trickling filter
滴滤床
1.
Bio-ceramics and Hat Creek coals were used as particle carriers of trickling filter for waste gas treatment.
采用生物陶粒与Hat Creek煤载体两种新型颗粒生物填料,应用于滴滤床处理有机废气的研究,分别进行了贫营养、富营养、高营养条件下,去除VOC性能的对比试验。
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。
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。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条