1) low concentration sewage
低浓度污水
1.
Experiment research on tow-phase anaerobic treatment of low concentration sewage;
两相厌氧处理低浓度污水试验研究
2.
By means of coagulation,the experiment analyzed factors affecting functions of activated diat- omite in processing low concentration sewage.
采用混凝搅拌试验,对影响活化硅藻精土处理低浓度污水的各项因素进行分析。
2) low strength wastewater
低浓度污水
1.
The technology of treating low strength wastewater--facultative biochemical technology is introduced.
介绍了低浓度污水处理工艺技术——兼性生化工艺;根据试验研究建立了兼性生化动力学模型Ns=Ks(Se-Sn),求出了模型常数Ks=0。
2.
The main content of this paper includes biological treatment of low strength wastewater under aerobic or anaerobic circumstance.
本论文主要研究内容是低浓度污水的微生物法处理，包括厌氧、好氧两个方面：厌氧下处理COD浓度约500mg／l的人工合成污水：好氧下处理COD浓度约为100mg／l的人工合成污水。
3) low strength wastewater of the lower temperature
低温低浓度污水
1.
Then according to the problem how to apply UASB in low strength wastewater of the lower temperature,thd basic Countermeasures to apply UASB in china are proposed form thd aspects of UASB startup,the balance of HRT and superficial velocities,the carry-out of Anearobic Ammonium Oxidation and technics mending.
并就上流式厌氧污泥床反应器 (UASB)应用于我国低温低浓度污水处理中可能出现的问题 ,从 UASB反应器的启动、水力停留时间和上流速度之间的平衡关系、厌氧氨氧化生物代谢新途径的促进以及工艺的改进等方面提出对策措施。
4) lower concentration organic wastewater
低浓度有机污水
1.
The biological aerated filter(BAF) and biological contacted aeration were employed to study lower concentration organic wastewater treatment.
采用曝气生物滤池及生物接触氧化工艺处理低浓度有机污水,曝气生物滤池以悬浮填料为生物载体,进水ρ(CODCr)为50-150 mg/L,实验规模均为12-36 m3/d。
5) low-concentration municipal wastewater
低浓度城镇污水
6) low-strength domestic wastewater
低浓度生活污水
1.
In order to solve the difficulty in treating low-strength domestic wastewater(COD<200 mg/L) using the traditional activated sludge process,the treatment efficiency of the low-strength domestic wastewater by anoxic/aerobic membrane bioreactor(A/O-MBR) was investigated.
针对传统活性污泥法处理低浓度生活污水难度大的问题,采用缺氧—好氧膜生物反应器(A/O—MBR)处理该类污水,并考察了其处理效果。
2.
It is limitary that low-strength domestic wastewater was treated using conventional activited sludge process.
基于传统硝化反硝化脱氮原理及膜生物反应器的优点，本研究采用缺氧-好氧膜生物反应器(Anoxic-Aerobic Membrane Bioreactor，以下简称A／O-MBR)组合工艺处理低浓度生活污水，并使出水水质达到国家国家建设部颁布的《城市生活污水再生利用 城市杂用水水质标准》(GB／T18920—2002)。
补充资料：低都儿低
1.低而又低，很低。
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