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1)  compound aerobic tank
复合式好氧池
1.
In the upgrading and reconstruction project,the bottom aeration oxidation ditch is reconstructed into a compound aerobic tank with pre-anoxic tank,and the anaerobic stage and the anoxic stage are hydraulically optimized.
此次升级改造,将原一期工程的底曝氧化沟改造成复合式好氧池,并配套前置缺氧池,对原二期工程的厌氧段、缺氧段进行水力优化,增加转盘式过滤器,使出水水质达到一级A排放标准,不需另外征地,可为类似污水处理厂升级改造提供参考。
2)  submerged aerobic filter
淹没式好氧滤池
1.
Aimed at a wastewater treatment project in the north of Zhejiang Province,the pilot study was conducted for nitrogen and phosphorus removal from municipal wastewater by submerged pre-denitrification filter/submerged aerobic filter/deep bed Denite filter.
针对浙江北部某污水处理项目,开展了淹没式前置反硝化滤池/淹没式好氧滤池/后置深床反硝化滤池处理城市污水的脱氮除磷中试研究。
3)  comprehensive aerobic oxidation
复合好氧氧化
1.
Based on analysis of wastewater from the Northeast General Pharmaceutical Factory,a complex process of pretreatment,comprehensive hydrolysis acidation and comprehensive aerobic oxidation was designed and applied in wastewater treatment engineering with capacities of 30 000 m3/d.
针对传统水解酸化和好氧氧化处理工艺存在的问题,对水解酸化工艺及好氧氧化处理工艺进行了改进;并针对东北制药集团制药废水水质特征,设计开发了预处理+复合水解酸化+复合好氧氧化的生物处理技术。
4)  anaerobic and reciprocal aerobic combined technology
厌氧-往复好氧组合式工艺
5)  Complex aerobic reactor
复合好氧反应器
6)  upflow blanket filter
组合式厌氧滤池
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。

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