1) biological phosphorus removal(BPR)
生物除磷(BPR)
2) biological phosphorus removal
生物除磷
1.
Influencing factors of biological phosphorus removal in sewage treatment;
污水生物除磷若干影响因素分析
2.
Experimental study on enhanced biological phosphorus removal with micro electric field;
微电场强化生物除磷过程实验研究
3.
The progress of biological phosphorus removal by SBR;
SBR生物除磷的研究进展
3) biological phosphorous removal
生物除磷
1.
Preliminary study of nitrate and nitrite as final electron acceptor of biological phosphorous removal;
NO_3~-、NO_2~-作为生物除磷最终电子受体的研究初探
2.
The effect of time element (running cycle)on the process and result of biological phosphorous removal can't be ignored from municipal wastewater by CAST .
在CAST工艺处理生活污水过程中,时间因素(运行周期)对其生物除磷[1]过程及其效果的影响不可忽视。
4) biological phosphate removal
生物除磷
1.
Anaerobic uptake of phosphate under alternation of anaerobic/aerobic condition, an exception to the commonly-accepted biological phosphate removal theory, was observed in a sequencing batch reactor (SBR).
在厌氧-好氧周期循环反应器中,稳定运行阶段出现规律性的与生物除磷理论相悖的厌氧磷酸盐吸收现象。
5) biological dephosphorization
生物除磷
1.
The aggrandizement of electric field of biological dephosphorization was studied in this paper.
本课题通过对比试验对生物除磷的电场强化作用及其规律进行了初步研究,结果表明,在试验条件下(电流密度:i=0。
2.
Introduced the mechanism of biological dephosphorization in waste water and the new technolody of biological dephosphorization in common use at present.
介绍了废水生物除磷机理及目前国内外常用的新型生物除磷技术。
6) biological removal of phosphorus
生物除磷
1.
The effect and the factors having influence on biological removal of phosphorus and aerobic denitrification of nitrogen are studied during the experimental treatment of municipal wastewater with low carbon source by SBR.
介绍了用SBR法(序批式活性污泥法)处理低碳源城市污水,研究了生物除磷效果和好氧反硝化脱氮效果及其影响因素。
2.
This method can be used to evaluate the capacity of a system for biological removal of phosphorus in design and operation, and to guide the selection of process and the designing of operation plan.
该方法可在设计和运行中用于对系统的生物除磷能力进行评估,从而指导工艺选择和运行方案设计。
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