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landfill leachate     
相关语句
  垃圾渗滤液
     UV/Fe~(3+)/H_2O_2 oxidation-coagulation process for treatment of landfill leachate
     UV/Fe~(3+)/H_2O_2催化-混凝联合工艺处理垃圾渗滤液
短句来源
     Treatment of Landfill Leachate Using Al_2(SO_4)_3 CPB-bentonite Compound
     Al_2(SO_4)_3复合CPB-膨润土处理垃圾渗滤液
短句来源
     The experimental results showed that under the condition of voltage 3.5V, density of current 7.0 mA/cm2, oxidation time 2.5h, and concentration of Cl 2000mg/l, CODCr of landfill leachate could be reduced from 464mg/L to 200mg/L.
     试验结果表明:在电压3.5V,电流密度为7.0mA/cm2,氧化时间2.5h,氯离子的浓度2000mg/L的条件下,垃圾渗滤液的CODCr由464.0mg/L降低到200.0mg/L.
短句来源
     Treatment of Landfill Leachate by UV/TiO_2/Fenton Photocatalytic Oxidation
     UV/TiO_2/Fenton光催化氧化垃圾渗滤液的研究
短句来源
     Study on Photodegradation of Landfill Leachate by UV/H_2O_2/ferrioxalate Complexes
     UV_(-vis)/草酸铁络合物/H_2O_2法处理垃圾渗滤液的研究
短句来源
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  渗滤液
     UV/Fe~(3+)/H_2O_2 oxidation-coagulation process for treatment of landfill leachate
     UV/Fe~(3+)/H_2O_2催化-混凝联合工艺处理垃圾渗滤液
短句来源
     Treatment of Landfill Leachate Using Al_2(SO_4)_3 CPB-bentonite Compound
     Al_2(SO_4)_3复合CPB-膨润土处理垃圾渗滤液
短句来源
     The experimental results showed that under the condition of voltage 3.5V, density of current 7.0 mA/cm2, oxidation time 2.5h, and concentration of Cl 2000mg/l, CODCr of landfill leachate could be reduced from 464mg/L to 200mg/L.
     试验结果表明:在电压3.5V,电流密度为7.0mA/cm2,氧化时间2.5h,氯离子的浓度2000mg/L的条件下,垃圾渗滤液的CODCr由464.0mg/L降低到200.0mg/L.
短句来源
     Treatment of Landfill Leachate by UV/TiO_2/Fenton Photocatalytic Oxidation
     UV/TiO_2/Fenton光催化氧化垃圾渗滤液的研究
短句来源
     Study on Photodegradation of Landfill Leachate by UV/H_2O_2/ferrioxalate Complexes
     UV_(-vis)/草酸铁络合物/H_2O_2法处理垃圾渗滤液的研究
短句来源
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  填埋场渗滤液
     Treating the garbage landfill leachate with the blending Photosynth etic bacteria culture material in the static experiments, it was found the remo val rate of COD cr , BOD 5, sulfid and NH 3-N had reached 84.4%, 79.7%,97.3% and 69.2% respectively.
     利用光合细菌 (Photosynthetic bacteria PSB)混合培养物对垃圾填埋场渗滤液进行了静态试验 ,CODcr和 BOD5 去除率分别达到 84.4% ,和 79.7% ,硫化物和 NH3- N去除率为97.3 %和 69.2 % .
短句来源
     The treatment of municipal refuse landfill leachate by the system of MBR(Membrane Biological reactor ). PACT(Biological Activated Carbon Treatment Process ) and MBR-PACT was studied in this thesis.
     分别采MBR工艺(Membrane Biological reactor)、PACT工艺(Biological Activated Carbon Treatment Process)、MBR-PAC组合工艺对城市垃圾填埋场渗滤液进行处理研究。
短句来源
     ARDRA Analysis of 16S rRNA Genes from the Archaeal Community in Landfill Leachate
     垃圾填埋场渗滤液中古细菌群落16S rRNA基因的ARDRA分析
短句来源
     Landfill leachate characteristics and treatment in Harbin
     哈尔滨垃圾填埋场渗滤液的特性及回灌处理(英文)
短句来源
     A treatment of landfill leachate wi th an inorganic -macromolecular -flocculant copolymers of Al (Ⅲ)and Fe(Ⅲ)(CPAFC,B =1.5,0.1mol·L -1 )was studied.
     采用室内试验方法,研究了无机高分子絮凝剂——铁铝共聚物(CPAFC)(B=1.5,0.1mol·L-1)对太原市新沟垃圾卫生填埋场渗滤液的絮凝处理效果。
短句来源
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  填埋渗滤液
     A large-scale semi-aerobic landfill set(21 m×3.8 m×6.0 m) was constructed to study the variation characteristics of pollutants in the landfill leachate.
     在大型模拟填埋试验装置(21 m×3.8 m×6.0 m)上,研究了准好氧填埋渗滤液水质的主要指标CODCr、BOD5、NH3+-N和pH的变化特性.
短句来源
     Removal effects of Spirulina platensis(SP)on landfill leachate(LFL)were explored.
     探讨了螺旋藻(Spirulina,SP)对垃圾填埋渗滤液(LandfillLeachate,LFL)中污染物的净化作用。
短句来源
     Treatment Method And Experimental Study On Landfill Leachate
     垃圾填埋渗滤液的处理方法与实验研究
短句来源
     Response Surface Methodology (RSM) was employed to investigate the effect of TOC ratio of high molecular weight organic matter (HMWOM) to low molecular weight organic matter (LMWOM), the LMWOM concentration and hydrogen peroxide to ferrous ion molar ratio on COD removal during the treatment of sanitary landfill leachate with Fenton reagents.
     利用响应面法研究了Fenton试剂处理卫生填埋渗滤液过程中诸因素对COD去除率的影响 ,如渗滤液中高分子量有机物 (HMWOM)与低分子量有机物 (LMWOM)的TOC比例、LMWOM浓度以及双氧水和亚铁离子的摩尔比 (H2 O2 /Fe2 + ) .
短句来源
     Evaluation of Fenton Process for the Treatment of Sanitary Landfill Leachate with Response Surface Methodology
     响应面法分析卫生填埋渗滤液的Fenton处理过程
短句来源
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  landfill leachate
The nitrogen removal mechanism was studied and analyzed when treating the ammonium-rich landfill leachate by a set of sequencing batch biofilm reactors (SBBRs), which was designed independently.
      
Performance of landfill leachate treatment system with disc-tube reverse osmosis units
      
Reverse osmosis system with the disc-tube module (DT-RO) was applied to treat landfill leachate on full scale at the Changshengqiao Sanitary Landfill, Chongqing City, China.
      
Combined treatment of landfill leachate with fecal supernatant in sequencing batch reactor
      
A laboratory-scale sequencing batch reactor (SBR) is used to treat landfill leachate containing high concentration of ammonium nitrogen with municipal fecal supernatant.
      
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A review was made on the activated sludge process in use for the treatment of wastewa-ters from pulp and paper , food processing and pharmaceutical industries, landfill leachate ,coao refinery effluent, wastewater containning heavy metal, wastewater containningphenos.

根据国外众多学者的研究成果,本文介绍了活性污泥法对食品加工、造纸、含金属、含酚、煤炭加工业、垃圾渗滤、化工、农药等废水的处理能力,应用范围及其在运行管理中应注意的有关事项。

Research on treatment of urban landfill leachate using SBR was done byusing single batch,and the possibility of nitrosification was studied in the paper.The optimum operation model of SBR for landfill leachate in a laboratory scale was obtained.The result showed that with the operating parameters of the operation model when theinfluent contained COD_cr 420~4216mg/L,BOD_5 46~990ml/L,NH3-N 120~408mg/L,the COD_cr removal was over 87.32%,ammonical nitrogen over 90.69%,BOD_5more than95.22%. And three-batch-operation...

Research on treatment of urban landfill leachate using SBR was done byusing single batch,and the possibility of nitrosification was studied in the paper.The optimum operation model of SBR for landfill leachate in a laboratory scale was obtained.The result showed that with the operating parameters of the operation model when theinfluent contained COD_cr 420~4216mg/L,BOD_5 46~990ml/L,NH3-N 120~408mg/L,the COD_cr removal was over 87.32%,ammonical nitrogen over 90.69%,BOD_5more than95.22%. And three-batch-operation model was presented.

采用单池SBR法对城市垃圾填埋场渗滤液处理进行了试验研究,对亚硝化型硝化的可能性作了探讨.采用SBR法的最佳运行模式,对COD_cr,BOD_5,NH_3-N分别为420~4216mg/L,40~990mg/L,120~408mg/L的渗滤液进行处理,其去除率分别达到87.32~96.56%,95.22~99.33%,90.69~99.34%,并提出了三池运行模式.

The purpose of this study was to search for landfill age and rainfall effects on landfill leachate in Taiwan, as well as to carry on a site treatment study of a typical leachate treatment plant(Tatun). According to the results of analysis, a critical time,so called the leachate-mature-time, is much faster than the record, 10 to 20 years, in literatures. In addition, it is clearly shown that the leachate flow linearly increases with an increase of rainfall, i. e. The leaching coefficient...

The purpose of this study was to search for landfill age and rainfall effects on landfill leachate in Taiwan, as well as to carry on a site treatment study of a typical leachate treatment plant(Tatun). According to the results of analysis, a critical time,so called the leachate-mature-time, is much faster than the record, 10 to 20 years, in literatures. In addition, it is clearly shown that the leachate flow linearly increases with an increase of rainfall, i. e. The leaching coefficient C value decreases. The re -suits of TOC and conductivity exhibit that different dilution slope exist between the continuous and con-tinual raining days and the higher slope is observed at continual days. Finally, the typical treatment of leachate in Taiwan includes two parts, biological treatment and chemical aided precipitation system. The biological treatment processes are dominating for the removal efficiencies of BOD, COD, NH-N and TKN. How-ever,the main removals of SS, VSS and TP were obtain-ed in the chemical precipitation system.

本研究除对台湾中部地区各掩埋场渗出水质随掩埋龄的变化作一比较外,并以台中县大屯区垃圾卫生掩埋场为一典型渗出水处理场作为实场之研究。研究显示,渗出水水质受掩埋龄的影响几乎是以掩埋龄一年至一年半期间作为一个分界线,亦即当掩埋场之掩埋龄达一年至一年半以上时,各项水质均渐趋稳定状态。此外,从大屯场渗出水流量与雨量的关系显示:雨量愈大,渗出水量愈大,然C值随雨量增加而降低。由TOC与电导度的分析则可知降雨对渗出水质具有稀释的效果,但发现在连续下雨天之稀释斜率较非连续下雨天为小。在渗出水的处理方面发现,场内对BOD、COD、氨氮与TKN之去除主要是靠生物处理;而对SS、VSS与TP而言.则以化学混凝处理占优势。

 
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