光催化-臭氧联用技术协同处理硝基苯废水

研究了光催化-臭氧联用技术对废水中硝基苯的降解.试验结果表明光催化-臭氧联用技术对硝基苯废水有较理想的处理效果,其降解效率大大高于单一光催化和单一臭氧技术,且有一定的协同性;硝基苯的降解符合准一级反应动力学方程;废水的初始pH对硝基苯的降解效果影响不大;COD去除率基本稳定在90%～93%之间;臭氧流量控制在12.6 mg/min为宜.     

超声波强化γ-Al_2O_3催化臭氧氧化法降解2,4-二硝基苯酚

采用超声波强化γ-Al_2O_3催化臭氧氧化法降解模拟废水中的2,4-二硝基苯酚,考察了超声波对降解反应的强化作用及γ-Al_2O_3加入量、臭氧流量、超声波功率等对2,4-二硝基苯酚降解的影响.实验结果表明:2,4-二硝基苯酚在超声波强化γ-Al_2O_3催化臭氧氧化作用下的降解过程符合一级表观动力学;在2,4-二硝基苯酚质量浓度为20.00 mg/L、γ-Al_2O_3催化剂加入量为1.5g/L、臭氧流量为61 mg/min、超声波功率为300 W、反应时间为60 min时,2,4-二硝基苯酚的降解率达96.4%.     

用活性炭粒子群电催化反应器处理氯苯和硝基苯生产废水

采用自制的活性炭粒子群电催化反应器对氯苯和硝基苯生产废水进行处理，考察了槽电流、停留时间对氯苯、硝基苯去除效果的影响。在槽电流20-25A、停留时间30min的条件下，氯苯生产废水中的氯苯质量浓度为3．3～109．9mg／L、苯质量浓度为13．1—395．7mg／L时，氯苯和苯的去除率分别在99％和97％以上，TOC和色度的去除率分别在71％和92％以上；硝基苯生产废水中硝基苯、二硝基苯酚、对硝基氯苯的质量浓度分别为4．5—292．3，83．3—348．0，69．5—93．9mg／L时，硝基苯和二硝基苯酚的去除率分别在96％和99％以上，TOC和色度去除率分别在90％和98％以上，对硝基氯苯在出水中未检出。     

TiO2催化高压脉冲放电等离子体降解2，4-二硝基苯酚

采用TiO2催化高压脉冲放电等离子体降解废水中的2,4-二硝基苯酚,对反应进行了动力学研究.研究结果表明,在高压脉冲放电等离子体及TiO2催化高压脉冲放电等离子体反应中,2,4-二硝基苯酚的降解过程均符合表观一级反应动力学方程.加入TiO2催化剂、提高放电电压均可提高2,4-二硝基苯酚的降解反应速率常数.在TiO2加入量为0.15%、放电电压为16 kV时,2,4-二硝基苯酚的降解率为87.4%,TiO2的催化效应增强因子为1.55.     

除草醚下脚料的综合利用

除草醚是一种有效的除草剂类农药,可通过2,4-二氯苯酚与对硝基氯苯混合反应制得。在生产2,4-二氯苯酚及除草醚半成品提纯时,都将产生一些下脚料。经过分析测出,下脚料的成分有:2,4-二氯苯酚(约50%)、2,6-二氯苯酚(约20%),其余是2,4,6-三氯苯酚、对氯苯酚、邻氯苯酚及少量水分等。过去曾将这些下脚料运至农村焚烧,     

臭氧氧化-三维电极电解联用技术深度处理造纸废水

采用臭氧氧化-三维电极电解联用技术深度处理造纸废水,通过单因素及正交实验法确定了最优工艺条件,并探讨了反应的动力学和机理。实验结果表明:废水处理的最优工艺条件为电极间距1.5 cm、电流密度9mA/cm~2、臭氧曝气量15 mL/min、活性炭填充量22 g/L、反应时间60 min,该工艺条件下,废水的COD去除率达93.70%;臭氧氧化-三维电极电解联用技术对废水中COD的去除过程符合一级反应动力学方程;臭氧氧化和三维电极电解间存在协同效应。     

锐钛矿-金红石混合晶型TiO2降解气相苯

用溶胶-凝胶法并通过控制煅烧温度合成不同晶相比的混合晶型纳米TiO_2,在紫外光光照下降解气相苯。考察了苯初始质量浓度、紫外灯光照强度和催化剂加入量对苯去除率的影响;探究了光催化降解气相苯的动力学特征。结果表明:450℃煅烧制备的催化剂降解苯效率最高,此催化剂金红石相质量分数为6.30%;在苯初始质量浓度为74.39 mg/m~3、催化剂加入量为7 g、光照强度为2.18 klux的最佳条件下反应84 min,苯去除率达99.73%;光催化降解率与光照强度之间符合0.5级动力学特征;当催化剂加入量为3 g时,单位时间单位质量催化剂降解苯的质量最多;苯的光催化降解反应均符合一级动力学方程。     

蜂窝型催化剂氧化分解氯苯酚类污染物的研究

以过渡金属钒和钼的氧化物制得蜂窝型催化剂，采用扫描电子显微镜对催化剂表面组成进行了分析，并研究了其对一氯苯酚、二氯苯酚、三氯苯酚氧化分解的催化活性，考察了反应温度、空间速度对氧化过程的影响，通过比较氯苯酚类物质热解和催化氧化分解的产物，表明热解会产生二噁英等剧毒物质，而采用该种催化荆氧化时未检出二噁英等剧毒有害物质。     

电化学氧化-臭氧氧化联合方法处理罗丹明B模拟染料废水

采用碳黑-聚四氟乙烯（C-PTFE）为阴极的电化学氧化-臭氧氧化联合方法处理罗丹明B模拟染料废水,考察了初始pH、电解质浓度、电流和臭氧流量对废水处理效果的影响。实验结果表明：联合体系可高效处理罗丹明B废水,在初始pH为6、Na₂SO₄浓度为0.050 mol/L、电流为300 mA、臭氧流量为873 mg/h的条件下,反应3 min时废水的脱色率可达99.64%,120 min时废水COD去除率为83.17%,分别是同条件下单一臭氧氧化和电化学氧化的9.7倍和21.7倍;COD去除过程符合一级反应动力学模型。臭氧通过破坏发色基团实现罗丹明B的降解,然后由体系产生的·OH实现废水的深度氧化处理。     

Fe-厌氧微生物体系降解2,4,6-三氯酚

采用Fe-厌氧微生物体系降解2,4,6-三氯酚(2,4,6-TCP).在初始pH 7.0、Fe加入量10.0 g/L、以甲酸钠为碳源的条件下,2,4,6-TCP降解效果最好.采用Fe-厌氧微生物体系降解2,4,6-TCP,比单独采用Fe或厌氧微生物体系具有明显的效果,运行60h后2,4,6-TCP开始降解,108h后2,4,6-TCP降解完全.添加2-溴乙烷磺酸盐可抑制产甲烷菌的活性,能有效促进2,4,6-TCP的降解.     

稳定态纳米零价铁-厌氧菌联合处理法降解2,4,6-三氯苯酚

利用SEM、XRD、FTIR等手段对稳定态纳米零价铁（NH₂-SiO₂@NZVI）进行表征，并考察NH₂-SiO₂@NZVI-厌氧菌体系对2，4，6-三氯苯酚（2，4，6-TCP）的降解效果。实验结果表明：NH₂-SiO₂@NZVI具有较强的抗氧化能力及较好的分散性；当2，4，6-TCP质量浓度 50 mg/L、NH₂-SiO₂@NZVI加入量1 g/L、初始 pH 7.00、反应120 h时，2，4，6-TCP的去除率为34.76%，一级降解速率常数为0.022 1，均远大于普通纳米零价铁颗粒；在NH₂-SiO₂@NZVI-厌氧菌体系中，2，4，6-TCP的去除率可达82.70%，NH₂-SiO₂@NZVI与厌氧微生物之间表现出明显的协同效应，能有效缓解2，4，6-TCP对厌氧微生物的抑制作用，稳定体系pH，提高微生物的降解活性和产甲烷活性。     

厌氧生物降解活性黑KN-B5

研究了在葡萄糖作为共代谢基质时活性黑KN-B5的降解效果。实验结果表明:当葡萄糖质量浓度为1 500m g/L时,活性黑KN-B5初始质量浓度为30m g/L的染料溶液厌氧生物降解24h和48h后的降解率分别达到77.5%和90.3%;活性黑KN-B5的厌氧降解符合一级动力学方程,其反应速率常数为0.043 6h-1,半衰期为15.9h;葡萄糖质量浓度的增大对提高活性黑KN-B5厌氧生物降解效果有利。紫外-可见光谱扫描结果表明,活性黑KN-B5的降解过程中生成了小分子芳香胺类化合物;扫描电子显微镜照片表明污泥中对活性黑KN-B5起降解作用的菌种主要是杆菌和球菌。     

Projection of landfill stabilization period by time series analysis of leachate quality and transformation trends of VOCs

The purpose of this study was to evaluate suitability of using the time series analysis for selected leachate quantity and quality parameters to forecast the duration of post closure period of a closed landfill. Selected leachate quality parameters (i.e., sodium, chloride, iron, bicarbonate, total dissolved solids (TDS), and ammonium as N) and volatile organic compounds (VOCs) (i.e., vinyl chloride, 1,4-dichlorobenzene, chlorobenzene, benzene, toluene, ethyl benzene, xylenes, total BTEX) were analyzed by the time series multiplicative decomposition model to estimate the projected levels of the parameters. These parameters were selected based on their detection levels and consistency of detection in leachate samples. In addition, VOCs detected in leachate and their chemical transformations were considered in view of the decomposition stage of the landfill. Projected leachate quality trends were analyzed and compared with the maximum contaminant level (MCL) for the respective parameters. Conditions that lead to specific trends (i.e., increasing, decreasing, or steady) and interactions of leachate quality parameters were evaluated. Decreasing trends were projected for leachate quantity, concentrations of sodium, chloride, TDS, ammonia as N, vinyl chloride, 1,4-dichlorobenzene, benzene, toluene, ethyl benzene, xylenes, and total BTEX. Increasing trends were projected for concentrations of iron, bicarbonate, and chlorobenzene. Anaerobic conditions in landfill provide favorable conditions for corrosion of iron resulting in higher concentrations over time. Bicarbonate formation as a byproduct of bacterial respiration during waste decomposition and the lime rock cap system of the landfill contribute to the increasing levels of bicarbonate in leachate. Chlorobenzene is produced during anaerobic biodegradation of 1,4-dichlorobenzene, hence, the increasing trend of chlorobenzene may be due to the declining trend of 1,4-dichlorobenzene. The time series multiplicative decomposition model in general provides an adequate forecast for future planning purposes for the parameters monitored in leachate. The model projections for 1,4-dichlorobenzene were relatively less accurate in comparison to the projections for vinyl chloride and chlorobenzene. Based on the trends observed, future monitoring needs for the selected leachate parameters were identified.     

Assessment of Population Dynamics of Specific Strains in Groundwater Bioaugmentation Experiments by Two Different Molecular Techniques

A set of microcosm experiments was performed to understand the behaviour of special degraders in bioaugmentation experiments. In the experiments the following chlorobenzene degraders were used: the genetically modified Pseudomonas putida F1CC, and the two wild-type strains Pseudomonas putida GJ31 and Pseudomonas aeruginosa RHO1. These strains were used at an initial cell density of 10⁵ cells mL^–1 groundwater which had been spiked with 1,2-dichlorobenzene (1,2-DCB), 1,4-dichlorobenzene (1,4-DCB) and, as main contaminant, chlorobenzene (CB). The population dynamics and behaviour of the three special degraders within the groundwater microcosms were studied by single-strand conformation polymorphism (SSCP) analysis of 16S rDNA fragments amplified from directly extracted community DNA and fluorescent in situ hybridization (FISH) with species-specific probes. RHO1 disappeared after 4 days as detected by FISH in contrast to SSCP-detection where RHO1 could be found during the whole incubation time. Whereas GEM F1CC and wild-type strain GJ31 survived the whole incubation for 20 days. With both methods we were able to detect all strains with high specificity among the indigenous microbial community. The data sets obtained from SSCP analysis and FISH were highly correlated. Specific band intensity within the SSCPfingerprints and the cell counts determined by FISH gave a quantitative overview about the introduced strains.     

臭氧氧化处理页岩气钻井废水的机理与动力学

采用臭氧氧化法处理页岩气钻井废水经混凝沉淀后的出水(COD=759.63 mg/L),重点研究了废水中有机污染物的去除机理与反应动力学。实验结果表明:在废水pH为11.2、臭氧通入量为8 mg/min、反应时间为50 min的最佳工艺条件下,废水的COD去除率为42.51%;羟基自由基抑制剂CO_3~(2-)、HCO_3~-和叔丁醇的引入抑制了废水COD的臭氧氧化去除,尤其是叔丁醇的加入使COD去除率显著下降,说明废水中有机物的臭氧氧化去除过程遵循羟基自由基机理;臭氧氧化法对钻井废水中有机物的氧化去除过程符合表观二级反应动力学规律。     

β-环糊精微球吸附对苯二酚单甲基醚的动力学研究

研究了以β-环糊精(β-CD)和环氧氯丙烷为原料,采用反相悬浮聚合法合成的β-CD微球对对苯二酚单甲基醚( HQMME)的静态吸附行为,分析了吸附热力学性质和动力学特征.实验结果表明:β-CD微球对HQMME的吸附过程同时符合Lagergren一级吸附动力学方程和McKay二级吸附动力学方程;β-CD微球对HQMME的吸附等温线可同时用Langmuir等温吸附方程和Freundlich等温吸附方程描述;在不同温度下,β-CD微球吸附HQMME的吸附焓变、吸附熵变、吸附吉布斯自由能变均为负值,说明吸附是一个自发、放热的过程.     

Concurrent and Complete Anaerobic Reduction and Microaerophilic Degradation of Mono‐, Di‐, and Trichlorobenzenes

Bio‐Trap^®–based in situ microcosm studies were conducted to evaluate EHC‐M^® stimulated degradation of mono‐, di‐, and trichlorobenzenes in anaerobic groundwater at a site in Michigan. The data show that the EHC‐M^® amendment stimulated an overall increase in microbial activity and a shift in the microbial community structure, indicating more reduced conditions. Stable isotope probing with ¹³C₆‐chlorobenzene demonstrated attenuation of chlorobenzene and subsequent separation and characterization of the ¹²C‐ and ¹³C‐deoxyribonucleic acid (DNA) fractions were used to identify the attenuating microbes. These data clearly show the participation of an obligate aerobe in the chlorobenzene biodegradation process. Decreases in concentrations of trichlorobenzenes were also observed in comparison to a control. Due to the thermodynamically favorable reducing conditions stimulated by EHC‐M^®, the mechanism of degradation of the trichlorobenzenes is presumed to be reductive dehalogenation. However, on the strength of the DNA‐based analysis of microbial community structure, concurrent microaerophilic degradation of chlorobenzene or its metabolites was definitively demonstrated and cannot be ruled out for the other chlorobenzenes. © 2013 Wiley Periodicals, Inc.