Effect of MoO3 on vanadium based catalysts for the selective catalytic reduction of NOx with NH3 at low temperature

The selective catalytic reduction(SCR) activities of the MoO_3 doped V/WTi catalysts prepared by the incipient wetness impregnation method at low temperature were investigated.The results showed that the addition of MoO_3 could enhance the NO_ xconversion at low temperature and the best SCR activity was obtained when the dosage of MoO_3 reached5 wt.%. The NH3-TPD and DRIFTS experiments indicated that the addition of MoO_3 changed the type and number of acid sites on the surface of catalysts and reaction activities of acid sites were altered at the same time. The redox capacity and amount of active oxygen species got improved for V3Mo5/WTi catalyst, which could be confirmed by the H_2-TPR and transient response experiments. Water vapor inhibited the NO_xconversion at low temperature. Deposition of ammonium sulfate or bisulfate might be main reason for the loss of catalytic activity in the presence of SO_2 at low temperature. Choosing the suitable NH_3/NO ratio and elevation of reaction temperature both could weaken the influence of SO_2 on the SCR activity of the V3Mo5/WTi catalyst. Thermal treatment of the deactivated catalyst at350°C could get the low temperature activity recovered. The decrease of GHSV improved the de NO_x efficiency at low temperature and we speculated that the rational technological process and operation parameters could contribute to the application of this kind of catalysts in real industrial environment.     

某城市污水处理厂二期污水处理工程设计研究

详细介绍了某城市第一污水处理厂在现有工程的基础上二期工程的工艺设计以及构筑物、设备参数;二期工程充分利用原有工程场地,本着现有、新建运行管理便捷统一原则,采用改良型A/A/O生化池作为二级处理主体工艺;二期工程投入运营后,某城市污水处理厂达到20×104 m3/d的污水设计规模.最终污水厂出水水质达到了《城镇污水处理厂污染物排放标准》(GB 18918-2002)一级 A排放标准.污水处理厂运营后,经济效益显著,可保本经营,并具有企业自我发展的能力.     

外加微量N2H4下SBR中硝化微生物特性

运行实验室规模单级硝化序批式反应器(SBR),研究长期外加微量N_2H_4(约3 mg·L~(-1))对硝化污泥中功能微生物好氧氨氧化菌(AOB)、亚硝酸盐氧化菌(NOB)的影响.结果表明,外加微量N_2H_4的硝化污泥中,AOB主要属于亚硝化球菌(Nitrosococcu)属和亚硝化单胞菌(Nitrosomonas)属,另有少部分属于亚硝化螺旋菌(Nitrosospira)属,NOB属于硝化杆菌(Nitrobacter)属.外加微量N_2H_4前后,AOB amoA基因拷贝数(以干污泥计)由1.0×10~9copies·g~(-1)减少为2.09×10~4copies·g~(-1),NOB nxrB基因拷贝数由1.28×10~7copies·g~(-1)减少为2.56×10~5copies·g~(-1).AOB对环境因素较NOB相比更为敏感,N_2H_4对硝化微生物的抑制与毒性作用使外加微量N_2H_4的硝化污泥中AOB流失幅度大于NOB,但定量PCR方法无法准确比较N_2H_4对AOB与NOB活性抑制的强弱.长期外加微量N_2H_4破坏硝化微生物活性,使反应器崩溃.因此在没有厌氧氨氧化菌(AnAOB)消耗N_2H_4的亚硝化系统中,企图通过调控外加N_2H_4浓度水平抑制NOB活性,从而进一步洗脱NOB提高脱氮性能可能无法实现.     

添加不同 N源条件下典型除草剂对土壤呼吸和 N2O排放的影响

通过室内土壤培养实验,采用间歇密闭培养-气相色谱法研究了添加不同N源条件下我国典型旱地除草剂对农田土壤呼吸和N2O排放的影响.结果表明,在添加（NH4）2SO4氮源条件下,莠去津和百草枯对土壤呼吸和N2O排放无显著影响（P〉0.05）.草甘膦显著抑制了土壤呼吸（P〈0.05）,是对照的78.5%,N2O的排放无显著影响（P〉0.05）,仅表现为均值降低了20.1%.苯磺隆显著促进了土壤呼吸（P〈0.05）,是对照的1.1倍,对N2O排放也无显著影响（P〉0.05）.乙草胺显著促进了土壤呼吸和N2O的排放（P〈0.05）,分别是对照的1.1和1.5倍.在添加尿素的条件下,莠去津和乙草胺对土壤呼吸和N2O排放无显著影响（P〉0.05）.百草枯显著促进了N2O的排放（P〈0.05）,是对照的1.4倍,却对土壤呼吸无显著影响（P〉0.05）.草甘膦显著抑制了土壤呼吸（P〈0.05）,仅为对照的82.5%,对N2O的排放却无显著影响（P〉0.05）.苯磺隆显著促进了土壤呼吸和N2O的排放（P〈0.05）,其分别是对照的1.3和1.6倍.鉴于不同除草剂对不同微生物生理代谢影响的复杂性,其对温室气体的作用和影响还需长期田间试验研究.     

不同终点检测5种双酚A类化合物对MCF-7的细胞毒性

双酚A(BPA)及其类似物作为聚碳酸酯的主要合成原料,一直是环境污染的重要问题.其雌激素效应是当今科学研究的重点,而毒性效应研究甚少.为评估环境中BPA类物质的毒性效应,实验采用四唑盐(MTS)比色法检测5种双酚A类化合物对人雌激素受体缺失乳腺癌细胞MCF-7(ER-)增殖活性的影响,2,4-二硝基苯肼法检测细胞乳酸脱氢酶(LDH)露出率,单细胞凝胶电泳(SCGE)检测DNA损伤.用非线性最小二乘法对MTS实验结果拟合剂量-效应曲线,表明所有的剂量-效应曲线(DRC)均能用Weibull或者Logit函数有效表征.以模型估算的半数效应浓度负对数值(pEC50)评估5种化合物的毒性大小依次为:BPB>BPC>TDP>BPE>BPA.LDH检测以及SCGE检测受试化合物对MCF-7(ER-)的损伤作用表明,在效应浓度EC20下,细胞核DNA轻微损伤,细胞增殖受轻微抑制;在效应浓度EC40下,细胞核DNA损伤严重,细胞增殖受到显著抑制,从而导致细胞膜通透性显著改变,使LDH大量露出.     

流化床O2/CO2气氛下添加SiO2对燃煤PM2.5的控制

采用小型流化床研究了在O2/CO2气氛下添加SiO2对PM2.5(空气动力学直径小于2.5 μm的颗粒物)的控制,试验在1123 K、O2/CO2气氛下进行,并采用荷电低压撞击器(ELPI)采集和分析燃烧后的PM2.5.结果表明,添加SiO2是燃烧过程中影响PM2.5生成的重要因素.添加SiO2后,生成PM1的质量浓度均降低,而PM1-2.5的质量浓度均略有增加;PM2.5质量粒径分布均呈双峰分布,峰值分别出现在0.2 μm和2.0μm左右.随着SiO2添加量的增加,PM2.5中的S、K、Na、Cu和Pb元素的含量呈减少的趋势;随着颗粒粒径减小,S、K、Na、Cu和Pb元素的含量有增高的趋势.     

温度对生物强化除磷工艺反硝化除磷效果的影响

以处理城市污水的中试规模生物强化除磷A2/O活性污泥工艺系统为研究对象,考察了温度对系统COD去除和脱氮除磷效果的影响,特别是温度对活性污泥反硝化除磷性能的影响.结果表明,当温度从(30.9±0.8)℃降低到(9.1±0.6)℃时,A2/O系统的脱氮除磷效果显著下降,系统对TN和TP的污泥去除负荷明显下降.通过污泥反硝化除磷活性实验发现,随着温度的降低,系统中活性污泥的最大厌氧释磷速率、最大好氧吸磷速率和最大缺氧吸磷速率都降低.活性污泥中反硝化除磷菌(DPB)占聚磷菌(PAOs)总量的比例随温度降低稍有下降,但平均值仍维持在47.5％左右.用阿伦尼乌斯公式对实验结果进行拟合,得到系统中活性污泥聚磷菌厌氧释磷反应活化能Ea1为148.0 kJ· mol-1,聚磷菌好氧吸磷反应活化能Ea2为228.8 kJ·mol-1,发生在缺氧条件下反硝化除磷菌的吸磷反应活化能Ea3为315.8 kJ·mol-1.对不同温度下污泥絮体粒径分析结果表明,随温度降低,粒径分布更加集中,系统中活性污泥絮体颗粒平均粒径减小,不利于污泥絮体内部反硝化除磷缺氧微环境的形成.     

呼和浩特市可镇污水处理厂工程设计

呼和浩特市可镇污水处理厂近期建设规模1.0×104m3/d,远期总规模2.5×104m3/d。污水处理主体工艺采用组合式A2/O生化池+砂滤,污泥处理采用污泥贮池+带式浓缩脱水一体机,尾水采用液氯消毒,设计出水水质执行GB 18918—2002《城镇污水处理厂污染物排放标准》一级A排放标准。介绍了该工程的工艺流程、设计参数,总结分析了工艺设计的技术特点。同时阐述了针对低温条件下的运行保障措施和要求,为寒冷地区同类污水处理厂的设计提供参考和借鉴。     

直接大红4BE的磷钨酸均相光催化还原脱色

以磷钨酸(H3PW12O40,PW12)为光催化剂,异丙醇(Isopropanol)作为电子给体的条件下对偶氮染料直接大红4BE进行均相光催化还原脱色研究,考察PW12用量、IS浓度、直接大红4BE和盐浓度等因素的影响,结果表明杂多蓝(PW1-2)对直接大红4BE具有明显的还原脱色作用.pH=2.0,直接大红4BE初始浓度50 mg·L-1,PW12浓度为600 mg·L-1,IS浓度为0.13mol·L-1,50 min直接大红4BE的脱色率可达到90.39%.4BE的光催化还原脱色速率随PW12和IS浓度的增加而增加,最后趋于恒定;直接大红4BE初始浓度增加,其光反应一级速率常数降低;PW12、IS和4BE浓度之间存在交互影响.离子强度增加,4BE脱色速率减小,表现为负的盐效应,推测4BE与光反应生成的杂多蓝(PW1-2)进行复合,然后发生电子转移引起偶氮染料还原脱色和杂多蓝氧化复原.本研究结果表明PW12/IS/UV能够有效用于偶氮染料直接大红4BE的还原脱色处理.     

Ethyl thiosemicarbazide intercalated organophilic calcined hydrotalcite as a potential sorbent for the removal of uranium(VI) and thorium(IV) ions from aqueous solutions

This work was conducted to determine the practicability of using a new adsorbent 4-ethyl thiosemicarbazide intercalated,organophilic calcined hydrotalcite(ETSC-OHTC) for the removal of uranium(U(VI)),and thorium(Th(IV)) from water and wastewater.The FTIR analysis helped in realizing the involvement of nitrogen and sulphur atoms of ETSC in binding the metal ions through complex formation.Parameters like adsorbent dosage,solution pH,initial metal ions concentration,contact time and ionic strength,that influence adsorption phenomenon,were studied.The optimum pH for maximum adsorption of U(VI) and Th(IV) was found to be in the range 4.0-6.0.The contact time required for reaching equilibrium was 4 hr.The pseudo second-order kinetic model was the best fit to represent the kinetic data.Analysis of the equilibrium adsorption data using Langmuir,Freundlich and Sips models showed that the Freundlich model was well suited to describe the metal ions adsorption.The K F values were 25.43 and 29.11mg/g for U(VI) and Th(IV),respectively,at 30°C.The adsorbent can be regenerated effectively from U(VI) and Th(IV) loaded ones using 0.01mol/L HCl.The new adsorbent was quite stable for many cycles,without much reduction in its adsorption capacity towards the metals.