1) Simultaneous Phosphorus and Nitrogen Removal
同时除磷脱氮
2) simultaneous biological nitrogen and phosphorus removal
同时生物除磷脱氮
1.
The results showed that the simultaneous biological nitrogen and phosphorus removal occurred in both SBR-A and SBR-B, and the ammonia was completely oxidized during the low DO pe.
45mg/L)条件下的序批式反应器(SBR)为研究对象,探讨了丙酸/乙酸比例对低能耗同时生物除磷脱氮系统的影响。
3) simultaneous nitrogen and phosphorus removal
同步脱氮除磷
1.
Effect of C/N on simultaneous nitrogen and phosphorus removal in Carrousel 2000 oxidation ditch
C/N对Carrousel 2000氧化沟同步脱氮除磷的影响研究
2.
In order to realize simultaneous nitrogen and phosphorus removal,the sequencing batch reactor(SBR)was used to treat simulated domestic sewage.
为了达到同步脱氮除磷的目的,采用SBR反应器处理模拟生活污水,在厌氧/好氧/缺氧(AOA)的运行方式下,研究了曝气量对系统脱氮除磷效果的影响。
3.
The results show that dosing an external carbon source in the aerobic phase can inhibit aerobic phosphate uptake to realize denitrifying phosphorus remo-val in the next anoxic phase,which leads to a simultaneous nitrogen and phosphorus removal.
借助SBR反应器,通过采用厌氧/好氧/缺氧(AOA)的运行方式来实现同步脱氮除磷。
4) simultaneous removal of nitrogen and phosphorus
同步脱氮除磷
1.
Experimental study on simultaneous removal of nitrogen and phosphorus in CAS-BT hybrid biological reactor;
CAS-BT复合反应器同步脱氮除磷试验研究
2.
Based on mechanism of removal of nitrogen and phosphorus, main affecting factors including concentration of dissolved oxygen, organic loading, sludge age, NO2--N and NO3--N, fluidity mode and circulation rate on simultaneous removal of nitrogen and phosphorus were discussed from the standpoint of reaction kinetics and process kinetics.
以污水脱氮除磷机理为基础,从反应动力学和过程动力学角度对同步脱氮除磷的主要影响因素:溶解氧DO浓度、有机负荷、亚硝酸盐和硝酸盐浓度、污泥龄θC、流态和回流比进行了分析,指出通过模拟试验来确定运行控制参数并对其进行智能控制(IC),可保证系统稳定、高效、节能运行。
5) synchronization nitrogen and phosphorus removal method
同步脱氮除磷法
补充资料：A2/O生物除磷脱氮法
分子式：
CAS号：
性质：(厌氧、缺氧/好氧)法是在A2/O（厌氧/好氧）法基础上增加一个缺氧段（A），在缺氧过程中，微生物大量吸附厌氧过程释放的磷和原废水中的磷，在细菌细胞体内合成聚磷酸盐而贮存起来，最后通过沉淀池的剩余污泥排放而达到除磷的目的。A2/O系统的特点是污泥龄长，剩余污泥量少，运行稳定，而冲击负荷。
CAS号：
性质：(厌氧、缺氧/好氧)法是在A2/O（厌氧/好氧）法基础上增加一个缺氧段（A），在缺氧过程中，微生物大量吸附厌氧过程释放的磷和原废水中的磷，在细菌细胞体内合成聚磷酸盐而贮存起来，最后通过沉淀池的剩余污泥排放而达到除磷的目的。A2/O系统的特点是污泥龄长，剩余污泥量少，运行稳定，而冲击负荷。
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