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   城市污水 的翻译结果: 查询用时:0.08秒
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城市污水     
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  municipal wastewater
     Y=0.3316,K_d=0.0202d~(-1) (the experiment temperature is 22℃) ,which is lower than wastewater (Y=0.5-0.65,K_d=0.05-0.1) and municipal wastewater (Y=0.4-0.5, K_d=0.07 or so) .
     Y=0.3316,K_d=0.0202d~-1(试验温度22℃),其值低于生活污水(Y=0.5-0.65,K_d=0.05-0.1)和城市污水(Y=0.4-0.5,K_d=0.07左右)。
短句来源
     (2) The process of municipal wastewater treatment by photocatalysis-ozonation(UV/ TiO_2/O_3) has been studied.
     (2)研究了光催化臭氧氧化技术(UV/ TiO_2/O_3)处理城市污水的工艺。
短句来源
     The obtained values of these parameters are 0.65, 0.50, 3.23 which are different from the default values 0.67,0.62,6.0 ,which are for municipal wastewater at 20 ℃ in ASM1.
     YH、bH和^μH的实测结果分别为0.65、0.50、3.23,这些值不同于ASM1中20℃下城市污水的推荐值0.67、0.62、6.0。
短句来源
     The result shows that: using MJ multiple coagulant with dosage of 25 mg/L for municipal wastewater, removal efficiency of CODcr, BOD5, SS, TP and TN could be 75%, 70%, 85%, 80% and 30% respectively.
     研究结果表明:采用MJ多元混凝剂处理城市污水,在投药量25mg/L的条件下,COD、BOD_5、SS、TP、TN的去除率分别可达75%、70%、85%、80%、30%。
短句来源
     Engineering design of A/A/O fine bubble-aerated oxidation ditch for municipal wastewater treatment
     A/A/O微曝氧化沟处理城市污水的工程设计
短句来源
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  municipal sewage
     Study on municipal sewage treated by MB(A~2/O) reactor
     MB(A~2/O)反应器处理城市污水
短句来源
     The treatment of simulated municipal sewage by an Intermittent Cycle Extended Aeration System (ICEAS)was studied. The results showed that under the conditions that the operation cycle was 4.5 hours and the loading of sludge was 0.07 ~ 0.09 kg/(kg·d),the mass concentration of COD of the effluent water was 15.2mg/L ~ 42.2 mg/L, the removal rate of which reached 80%~88%;
     对间歇循环延时曝气(ICEAS)工艺处理模拟城市污水进行了研究,结果表明,在运行周期为4.5h,污泥负荷在0.07~0.09kg[BOD5]/(kg[MLSS]·d)的条件下,出水COD的质量浓度为15.2~42.2mg/L,COD去除率达80%~88%;
短句来源
     It showed that the ammonium could be decreased to 3.18 mg/L, the total nitrogen (TN) to 16.3 mg/L and COD to 29.2 mg/L when the zeolite additive was 120 mg/L with the HRT (hydraulic resist time) in 3 hours for municipal sewage.
     研究结果表明,对于城市污水,在3h的水力停留时间下,当沸石投加量为120mg/L时,平均出水氨氮为3.18mg/L,总氮为16.3mg/L,COD为29.2mg/L。
短句来源
     for the living sludge from municipal sewage treating factory, the most suitable coagulant is cationic high molecular coagulant with 60%~100% ion exponent and M W 30,000,000~60,000,000, the optimum dosage is 100g/m~3 and dewatering rate is 79%.
     对于城市污水处理厂的生活污泥,最适宜絮凝剂为离子度60%~100%、分子量300~600万的阳离子型有机高分子絮凝剂,最佳投加量为100g/m3,脱水率为79%。
短句来源
     Full-scale application of reversed A~2/O process in Qingtan municipal sewage treatment plant
     倒置A~2/O工艺在城市污水处理中的生产性应用
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  urban sewage
     Research about The Application of ClO_2 Disinfection in the Urban Sewage Treatment
     ClO_2消毒技术在城市污水处理应用研究
短句来源
     Experimental Study on Treatment of Urban Sewage by DAT-IAT Technology
     改良型DAT-IAT工艺处理城市污水的实验研究
短句来源
     Problems of urban sewage reutilization planning
     关于城市污水再生利用规划的几个问题
短句来源
     The result shows that the groundwater infiltration rate into the reinforced concrete sewer with diameter of 600-1 350 mm is determined to be 3.59 m 3/(km ·cm·d) or 449 m 3/(km·d), which accounts for 19.4% of urban sewage quantity in new pipe service area.
     结果表明,管径为600~1350mm的钢筋混凝土新管的地下水渗入量平均测定值为3.59m3/(km·cm·d)或449m3/(km·d),占新管道服务城区的城市污水量的19.4%。
短句来源
     Complete Set Equipment for Urban Sewage Treatment by SBR Technology
     SBR工艺城市污水处理成套设备
短句来源
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  urban wastewater
     To determine Cu、Zn、Pb、Cd、Cr、Na、Mn、Fe、Ni、Se、Sb in urban wastewater with microwave digestion ICP-AES.
     介绍了微波消解电感耦合等离子体发射光谱法测定城市污水中Cu、Zn、Pb、Cd、Cr、Na、Mn、Fe、Ni、Se、Sb等11种元素的方法。
短句来源
     Low Carbon Source Urban Wastewater Treatment Using (AO)_2-SBBR Denitrifying Phosphorus Removal Process
     (AO)_2—SBBR反硝化除磷工艺处理低碳城市污水
短句来源
     H-A-O process for bio-nitrogen removal from urban wastewater
     城市污水H-A-O生物脱氮工艺研究
短句来源
     To Determine 11 kinds of Elements in Urban Wastewater with Microwave Digestion ICP-AES
     微波消解ICP-AES法测定城市污水中11种元素
短句来源
     Based on analysis of physical and chemical quality and characteristics of sludge from urban wastewater treatment plant, the disposal purpose, status as well as traditional disposal method and disposal characteristics is reviewed.
     分析中国城市污水厂污泥的理化性质及特点 ,综述了中国城市污水厂污泥处理处置的目的及处理现状 ,中国城市污水厂污泥处理的常规方法和我国污水厂污泥处理特点。
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  municipal wastewater
Activated carbon was prepared from the sewage sludge of municipal wastewater treatment plant by chemical activation (activation reagent is ZnCl2) and was used for the adsorption of dye (reactive brilliant red K-2BP).
      
Development and application of some renovated technologies for municipal wastewater treatment in China
      
Wastewater discharge, especially municipal wastewater discharge, and non-point pollution sources are becoming the major water pollution source and research focus.
      
Great efforts have been made on water pollution control and a number of renovated technologies and processes for municipal wastewater treatment and reclamation as well as non-point pollution control have been developed and applied in China.
      
The aerobic activated sludge from a municipal wastewater treatment plant was used as the experimental material.
      
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  municipal sewage
Pollution of NPEOs in four municipal sewage treatment plants in the north of China
      
A moderately thermophilic, facultatively anaerobic bacterium capable of reducing Cr(VI) (strain SKC1) was isolated from municipal sewage.
      
Behaviour of inorganic constituents of municipal sewage sludge during fluidized-bed combustion
      
The fate of main heavy metals in municipal sewage sludge (As, Cd, Co, Cr, Cu, Hg, Mo, Ni, Pb, and Zn) was investigated using a fluidized-bed reactor.
      
'Free' steroidal estrogens have been identified as compounds possibly responsible for endocrine-disruption of aquatic fauna populating rivers in which municipal sewage-treatment plants (STP) discharge their effluents.
      
更多          
  urban sewage
The anthropogenic impact on the biomass of coastal plankton communities caused by submerged disposal of urban sewage waters (dumping) was studied.
      
This variation trend revealed changes in manner of human activity (coal combustion, waste discharges from both industries and urban sewage) within the catchment during different periods.
      
Other factors tested included the addition of organic matter to the soil, for example urban sewage sludge and the cationic surfactant TDTMA.
      
We conducted a 1.5-year study with three maize crops to determine N mineralization from an urban sewage sludge from Barueri, State of S?o Paulo, Brazil, and its potential to contaminate groundwater with NO3-.
      
After an initial study of replication among the 12 tanks, the microcosms were perturbed with 3 levels of treated urban sewage for a three month period.
      
更多          
  urban wastewater
The successful application of this method to several samples from Catalan and Dutch urban wastewater treatment plants was demonstrated.
      
The methods were validated and applied satisfactorily to the determination of LAS in urban wastewater and ground water.
      
The stability of arsenic species {arsenate [As(V)], monomethylarsonate [MMA], dimethylarsinate [DMA] and arsenite [As(III)]} in two types of urban wastewater samples (raw and treated) was evaluated.
      
As(V), MMA and DMA were found stable in the two types of urban wastewater samples over the 4-month period at the three different temperatures tested, while the concentration of As(III) in raw wastewater sample decreased after 2 weeks of storage.
      
A greater stability of As(III) was found in the treated urban wastewater sample.
      
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