1) upflow blanket filter
组合式厌氧滤池
2) Anaerobic upflow
上流式厌氧滤池
3) anaerobic filter
厌氧滤池
1.
The authors verified and revised the kinetic model of the anaerobic filter proposed by Yong & Mccarty (1968).
本文对杨和麦卡蒂（１９６８年）提出的厌氧滤池动力学关系式进行了验证和修正。
2.
For improving the processing efficiency of anaerobic filter,natural pumice,natural zeolite, plastic porous hollow ball and magnet blocks were adopted to make three different kinds of biocarriers including spherical pumice biocarrier,magnetic spherical pumice biocarrier and spherical zeolite biocarrier.
本文以提高厌氧滤池的处理效率为目的,选用天然浮石、天然沸石、多孔塑料空心球、磁铁为原料,组合成不同类型的生物载体——浮石球型载体、磁性浮石球型载体和沸石球型载体,并将其应用于厌氧滤池中进行废水处理实验研究。
3.
Solid phase extraction-LC/MS/MS detection method was applied to study the concentrations and sludge adsorptions of nine estrogenic endocrine disruptors(EEDs) in an upflow anaerobic sludge blanket(UASB) and an anaerobic filter (AF).
为了研究生活污水中典型环境雌激素(estrogenic endocrine disruptors,EEDs)在上流式厌氧污泥床(upflow anaerobic sludgeblanket,UASB)和厌氧滤池(anaerobic filter,AF)中的行为特征和去除机制,采用固相萃取(SPE)-LC/MS/MS分析方法,测定了9种EEDs的浓度和污泥吸附量,利用壬基酚当量(nonylphenol equivalent quantity,NEQ)进行了环境风险评价。
4) anaerobic filt ers
厌氧滤池(AF)
5) down-flow anaerobic filter
降流式厌氧生物滤池
1.
The system consists of an up-flow anaerobic sludge blanket(UASB) operated at 35℃,which is followed by a down-flow anaerobic filter(DFAF) operated at ambient temperature(22～25℃).
设计了两段厌氧处理系统来处理糖果废水,该系统由升流式厌氧污泥床(UASB)和降流式厌氧生物滤池(DFAF)组成。
6) anaerobic biological filter
厌氧生物滤池
1.
Experiment and research of wastewater treatment in city by anaerobic biological filter in series
串联厌氧生物滤池处理城市污水的试验研究
2.
Domestic wastewater was treated by anaerobic biological filter and aerated biological carbon filter under the condition of the lower temperature in spring.
在春季低温条件下,利用厌氧生物滤池、好氧生物炭滤池处理生活污水,比较两者的性能,探讨低成本处理生活污水的方法。
3.
The results showed that the sewage treatment plant with secondary sedimentation tank sludge back to the anaerobic bio-filter to carry out vaccination,anaerobic biological filter can be successfuly started at room temperature(18℃~25℃),the organic matter can be effectively removed a.
对常温下采用弹性立体填料的厌氧生物滤池和采用砾石填料的厌氧生物滤池串联处理生活污水的适用性、设计运行参数及环境因素的影响进行了研究。
补充资料：多层滤料滤池
分子式：
CAS号：
性质：一种下流式重力深床滤池。一般采用3种滤料，上层为无烟煤(粒径1～2mm)，中层为砂(粒径0.4～0.8mm)，底层为石榴石(粒径<0.5mm)。过滤速度为10m/h，反冲强度为48～72m/h。在对生物处理后的出水进行过滤时，需采取某种形式的辅助冲洗措施。
CAS号：
性质：一种下流式重力深床滤池。一般采用3种滤料，上层为无烟煤(粒径1～2mm)，中层为砂(粒径0.4～0.8mm)，底层为石榴石(粒径<0.5mm)。过滤速度为10m/h，反冲强度为48～72m/h。在对生物处理后的出水进行过滤时，需采取某种形式的辅助冲洗措施。
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