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1)  volume loading of removal nitrogen
氮容积去除负荷
1.
617 kg N/(m3·d) volume loading of removal nitrogen after operation of 62 days.
d)氮容积去除负荷,稳定运行阶段氨氮和亚硝氮的去除率分别为97。
2.
In the experiment,the volume loading of removal nitrogen could reach 2.
厌氧氨氧化无纺滤布ASBR反应器具有较高的脱氮潜能,试验阶段氮容积去除负荷最高可以达到2。
2)  ammonia nitrogen volumetric loading
氨氮容积负荷
1.
The up-flow biological aerated filter(UBAF) filled with ceramics media was applied in urban sewage treatment,and the influences of hydraulic loading,organic volumetric loading and ammonia nitrogen volumetric loading on the nitrification performance of the UBAF were investigated.
采用以陶粒为填料的上向流曝气生物滤池(UBAF)处理城市污水,考察了水力负荷、有机容积负荷和氨氮容积负荷对UBAF硝化性能的影响。
3)  removal loading
去除负荷
1.
The relationship among removal loading,coverage rate and inflow loading was studied.
研究了去除负荷与覆盖率及进水负荷之间关系,结果表明以30%覆盖率为分界点,去除负荷与覆盖率之间的关系有明显的变化;去除负荷与进水负荷之间满足二次函数关系。
4)  volumetric loading
容积负荷
1.
8%,and the COD removal had a negative relativity with volumetric loading rate;the average COD of the effluent was 2596 mg/L,but had a poor biodegradability,with an average BOD5/COD ratio of 0.
在进水原生渗滤液COD浓度在17 157~33 599 mg/L时,通过控制进水量,调节停留时间,控制反应器容积负荷在6。
2.
The effects of toxic and harmful matters, alkalinity and volumetric loading on the anaerobic biological treatment were studied and discussed through an experimental comparison between diluted influent water and undiluted influent water.
通过进水稀释与不稀释的实验对比,分析探讨了有毒有害物质、碱度、容积负荷等对厌氧生物处理的影响。
3.
The main objective of the experiments is to study the influence of gas to liquid ratio,hydraulic and influent organic loading,carbon and nitrogen mass ratio and the bed material height on the volumetric loading of BAF operated under lower aeration conditions.
针对南方特有的低浓度生活污水,研究了在低曝气条件下,气水比、水力负荷、进水有机负荷、碳氮比、填料层高度等因素对曝气生物滤池容积负荷的影响。
5)  volume loading
容积负荷
1.
The results show that when the volume loading of the MBR is 7—10 kg·m-3·d-1, the removal rates of COD, NH4-N and TN are up to 90%, 80% and 65%, respectively.
结果表明,当膜生物反应器的进水COD容积负荷7~10kg。
2.
The influences of start-up time,maximum volume loading,granular sludge production process,alkalinity requirement and trace elements on the treatment of landfill leachate by UASB reactor were investigated.
采用上流式厌氧污泥床(UASB)处理垃圾渗滤液,通过试验研究了UASB反应器处理垃圾渗滤液的启动时间、最大容积负荷、颗粒污泥的产生过程、对碱度的要求及微量元素对运行的影响。
3.
The influence of different COD volume loading on removal efficiency of urban domestic sewage in suspended carrier biological fluidized bed reactor was investigated.
采用悬浮载体生物流化床工艺处理城市生活污水,考察了容积负荷对其处理效果的影响。
6)  volume load
容积负荷
1.
The results show that DO and volume load are the main factors affecting the reactor start-up.
结果表明,DO和容积负荷是影响反应器启动的重要因素;采用最优的运行方式,在进水COD为2 000~4 500 mg/L、流量为0。
2.
The crylic acid wastewater was treated by anaerobic expanded granular sludge bed reactor(EGSB) in order to investigate the parameters for the domestication of granular activated sludge and the increase of volume load,and the problems appeared in the experimental process were discussed.
采用厌氧颗粒污泥膨胀床(EGSB)进行丙烯酸废水的处理,考察了自制的EGSB反应器菌种驯化和容积负荷提高两阶段的一些运行参数,并对试验过程中出现的问题进行了探讨。
3.
When HRT was 8h and the volume load remained within 6.
结果表明,乳品废水适宜的生物处理方法是厌氧-好氧组合工艺,以AAFEB工艺为厌氧段时HRT以8h为宜,在此HRT下,当容积负荷控制在6。
补充资料:低聚物去除剂
分子式:
CAS号:

性质:为去除混夹在合成纤维中各种低聚物而在印染加工过程中所加的助剂。常用的有阴离子型分散剂与表面活性剂(脂肪酸聚乙二醇酯)以及甜菜碱型两性表面活性剂、乳化过氯乙烯液等。

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