1) MLSS
污泥质量浓度
1.
Study on influence of temperature and MLSS on denitrifying phosphorus removal system;
温度和污泥质量浓度对反硝化除磷的影响
2.
Devoted to improving the treatment efficiency of membrane bioreactor,this paper describes the treatment of coking wastewater at different mixed liquor suspended solids(MLSS) in membrane bioreactor,the study on the influence of MLSS on pollutants removal rate of coking wastewater and the investigation into membrane fouling.
为提高膜生物反应器对焦化废水的处理效果,在不同污泥质量浓度条件下进行膜生物反应器处理焦化废水实验,分析污泥质量浓度对污染物去除效果及膜污染的影响。
3.
For the feature of Herbaceous wastewater such as heavy COD and much change of water quality,anaerobic-reactor water output is disposed by using the submerged MBR and the effects of the relationship between water input COD concentration as well as MLSS and disposed COD is made on the conditions of fixed HRT of 5 h.
针对中药废水具有COD高,水质变化大等特点,采用一体式膜生物反应器(MBR)对中药废水的厌氧反应器出水进行处理,在固定水力停留时间(HRT)为5 h的条件下,考察了进水COD质量浓度及污泥质量浓度(MLSS)与COD去除之间的关系。
3) biomass concentration in reactor
反应器中污泥质量浓度
4) MLSS
污泥浓度
1.
Integrated Effect of MLSS and Aeration Intensity on Membrane Bioreactor Operation;
污泥浓度与曝气强度对MBR运行的综合影响
2.
Influences of MLSS on membrane bioreactor;
污泥浓度对膜生物反应器的影响
3.
REMOVAL OF ORGANIC POLLUTIONS AT DIFFERENT MLSS IN A SUBMERGED MEMBRANE BIOREACTOR AND ITS MATHEMATICAL MODEL;
SMBR中污染物处理效率随污泥浓度变化的数学模型
5) sludge concentration
污泥浓度
1.
Effect of sludge concentration on operational characteristics of membrane bioreactor;
污泥浓度对膜生物反应器运行特性的影响研究
2.
The theoretical analysis on sludge concentration identification of mixtures in aeration tank;
曝气池混合液污泥浓度确定的理论分析
3.
By combining two equations,the relationship between sludge viscidity and sludge concentration,and the relationship between sludge viscidity and temperature,we get a new equation,the relationship of sludge viscidity,concentration,and temperature.
通过融合污泥粘度与污泥浓度关系式、污泥粘度与温度关系式,得到一个新的关系式:污泥粘度与污泥浓度、温度的关系式,并通过实验数据拟合出各项参数,拟合效果比较理想。
6) wastewater mass concentration
污染物质量浓度
补充资料：污泥浓度
分子式：
CAS号：
性质：活性污泥法废水处理中，曝气池混合液中干污泥的浓度，即单位体积混合液中活性污泥的干重。它是计量活性污泥微生物量的指标。常以MLSS表示，一般控制在2000～3000mg/L。
CAS号：
性质：活性污泥法废水处理中，曝气池混合液中干污泥的浓度，即单位体积混合液中活性污泥的干重。它是计量活性污泥微生物量的指标。常以MLSS表示，一般控制在2000～3000mg/L。
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