泉州市大气PM2.5镧系元素组成特征及来源解析

2014年3月、4月和7月分别采集了泉州市5个采样点共49个PM_(2.5)样品,采用电感耦合等离子体质谱(ICP-MS)测定样品镧系元素(Loid)及其他微量金属元素浓度水平.分析了PM_(2.5)镧系元素组成特征和配分模式,利用La-Ce-V三元图和化学质量平衡(CMB)受体模型解析了泉州市大气PM_(2.5)污染来源.结果表明:(1)泉州市大气PM_(2.5)总镧系元素(Σ Loid)浓度为2.490~5.708 ng·m~(-3)(含量65.682~126.529μg·g~(-1)),轻重镧系元素比值(L/H)为12.086~14.319;(2)PM_(2.5)镧系元素配分模式与福建土壤相似,PM_(2.5)中Ce元素表现为正异常,而Eu元素表现为负异常;(3)城市扬尘、燃煤尘、汽车尾气尘和垃圾焚烧飞灰是泉州市大气PM_(2.5)的主要来源,贡献率分别为18.9%、10.9%、30.6%和30.2%.     

Ethanol mediated As(III) adsorption onto Zn-loaded pinecone biochar: Experimental investigation, modeling, and optimization using hybrid artificial neural network-genetic algorithm approach

Organic matters (OMs) and their oxidization products often influence the fate and transport of heavy metals in the subsurface aqueous systems through interaction with the mineral surfaces. This study investigates the ethanol (EtOH)-mediated As(III) adsorption onto Zn-loaded pinecone (PC) biochar through batch experiments conducted under Box–Behnken design. The effect of EtOH on As(III) adsorption mechanism was quantitatively elucidated by fitting the experimental data using artificial neural network and quadratic modeling approaches. The quadratic model could describe the limiting nature of EtOH and pH on As(III) adsorption, whereas neural network revealed the stronger influence of EtOH (64.5%) followed by pH (20.75%) and As(III) concentration (14.75%) on the adsorption phenomena. Besides, the interaction among process variables indicated that EtOH enhances As(III) adsorption over a pH range of 2 to 7, possibly due to facilitation of ligand–metal(Zn) binding complexation mechanism. Eventually, hybrid response surface model–genetic algorithm (RSM–GA) approach predicted a better optimal solution than RSM, i.e., the adsorptive removal of As(III) (10.47 μg/g) is facilitated at 30.22 mg C/L of EtOH with initial As(III) concentration of 196.77 μg/L at pH 5.8. The implication of this investigation might help in understanding the application of biochar for removal of various As(III) species in the presence of OM.     

重庆市夏秋季VOCs对臭氧和二次有机气溶胶生成潜势的估算

为估算重庆市夏秋季VOCs（挥发性有机物）对O₃和SOA（二次有机气溶胶）的生成潜势,利用在线GC-MS/FID在2015年8月22日-9月23日对重庆市区点和郊区点VOCs开展了为期一个月的实时观测,获得市区点和郊区点$ \varphi $（TVOCs）（总挥发性有机物）分别为41.35×10-9和22.72×10-9,其中市区点以烷烃（35.2%）和烯炔烃（25.2%）为主,郊区点以含氧挥发性有机物（oxygenated volatile organic compounds,OVOCs）（30.6%）和烷烃（26.0%）为主.结合最大增量反应活性量化市区点和郊区点VOCs的OFPs（臭氧生成潜势）分别为149.11×10-9和71.09×10-9,市区点OFPs最大的是乙烯、丙烯、甲苯、C8和C9的芳香烃等,郊区点OFPs最大的VOCs是丙烯醛、异戊二烯和甲基乙烯基酮.结合气溶胶生成系数量化郊区点和市区点VOCs对SOA的生成贡献分别为0.36和1.26 μg/m3,相比国内其余城市VOCs的SOAP（二次有机气溶胶生成潜势）较小,主要以甲基环己烷、正壬烷、正葵烷和十一烷等高碳烷烃,以及甲苯、苯、二甲苯和乙苯等芳香烃的SOAP为主.研究显示,控制烯炔烃和芳香烃的浓度有助于控制重庆市O₃的生成,控制高碳烷烃和芳香烃则有助于控制重庆市SOA的生成.      

Control of aliphatic halogenated DBP precursors with multiple drinking water treatment processes: Formation potential and integrated toxicity

The comprehensive control efficiency for the formation potentials(FPs) of a range of regulated and unregulated halogenated disinfection by-products(DBPs)(including carbonaceous DBPs(C-DBPs), nitrogenous DBPs(N-DBPs), and iodinated DBPs(I-DBPs)) with the multiple drinking water treatment processes, including pre-ozonation, conventional treatment(coagulation–sedimentation, pre-sand filtration), ozone-biological activated carbon(O_3-BAC) advanced treatment, and post-sand filtration, was investigated. The potential toxic risks of DBPs by combing their FPs and toxicity values were also evaluated.The results showed that the multiple drinking water treatment processes had superior performance in removing organic/inorganic precursors and reducing the formation of a range of halogenated DBPs. Therein, ozonation significantly removed bromide and iodide,and thus reduced the formation of brominated and iodinated DBPs. The removal of organic carbon and nitrogen precursors by the conventional treatment processes was substantially improved by O_3-BAC advanced treatment, and thus prevented the formation of chlorinated C-DBPs and N-DBPs. However, BAC filtration leads to the increased formation of brominated C-DBPs and N-DBPs due to the increase of bromide/DOC and bromide/DON.After the whole multiple treatment processes, the rank order for integrated toxic risk values caused by these halogenated DBPs was haloacetonitriles(HANs)》haloacetamides(HAMs) haloacetic acids(HAAs) trihalomethanes(THMs) halonitromethanes(HNMs) 》I-DBPs(I-HAMs and I-THMs). I-DBPs failed to cause high integrated toxic risk because of their very low FPs. The significant higher integrated toxic risk value caused by HANs than other halogenated DBPs cannot be ignored.     

Nano-sized Fe2O3/Fe3O4 facilitate anaerobic transformation of hexavalent chromium in soil–water systems

The purpose of this study is to investigate the effects of nano-sized or submicro Fe_2O_3/Fe_3O_4 on the bioreduction of hexavalent chromium(Cr(VI)) and to evaluate the effects of nano-sized Fe_2O_3/Fe_3O_4 on the microbial communities from the anaerobic flooding soil.The results indicated that the net decreases upon Cr(VI) concentration from biotic soil samples amended with nano-sized Fe_2O_3(317.1 ± 2.1 mg/L) and Fe_3O_4(324.0 ± 22.2 mg/L) within21 days,which were approximately 2-fold of Cr(VI) concentration released from blank control assays(117.1 ± 5.6 mg/L).Furthermore,the results of denaturing gradient gel electrophoresis(DGGE) and high-throughput sequencing indicated a greater variety of microbes within the microbial community in amendments with nano-sized Fe_2O_3/Fe_3O_4 than the control assays.Especially,Proteobacteria occupied a predominant status on the phylum level within the indigenous microbial communities from chromium-contaminated soils.Besides,some partial decrease of soluble Cr(VI) in abiotic nano-sized Fe_2O_3/Fe_3O_4 amendments was responsible for the adsorption of nano-sized Fe_2O_3/Fe_3O_4 to soluble Cr(VI).Hence,the presence of nano-sized Fe_2O_3/Fe_3O_4 could largely facilitate the mobilization and biotransformation of Cr(VI) from flooding soils by adsorption and bio-mediated processes.     

分子生物学技术在水处理中的应用研究进展

利用现代分子生物学技术对微生物进行分析和研究,以解决传统微生物分析成本高、速度慢、准确度较低和灵敏度较差等缺点。介绍分子生物学技术在水处理中的应用现状,并对未来发展方向提出建议。目前分子生物学技术在供水工程中主要用于水中细菌、病毒、原生动物、蠕虫等病原微生物的快速检测以及管网微生物种群的分析,在污水处理中主要用于脱氮除磷过程菌群数量和空间分布的剖析、污泥膨胀成因分析以及监测微生物种群多样性来优化处理工艺。分子生物学技术的深入研究将进一步促进水行业的发展。     

β-环糊精/醋酸纤维素纳米纤维的制备及对染料废水的处理

制备了不同β-环糊精(β-CD)含量的醋酸纤维素(CA)纳米纤维膜,并对纤维膜的结构形貌、尺寸分布、孔隙率、比表面积以及纤维膜的力学性能进行表征分析。随后研究了不同β-CD含量、初始浓度、吸附时间下,纳米纤维膜对甲基红染料的截留性能和吸附性能。结果表明:过量(≥30%)的β-环糊精会使纳米纤维产生珠节,纤维的形貌和力学性能变差;吸附试验表明,β-CD的加入提高了CA纳米纤维膜对染料的吸附,MR吸附率可达93.48%,最大平衡吸附量可达181.74 mg/g,比纯CA纳米纤维膜提高了将近40%;此外,染料的截留实验表明,纳米纤维膜对染料的截留效果较差,最大截留率为50.35%。     

磁性PEI功能化秸秆的制备及对Pb (Ⅱ)的吸附

为获得同时具有优良的吸附性能和磁分离特性的生物吸附材料,以汽爆秸秆为基质,采用戊二醛交联剂法制备了磁性聚乙烯亚胺功能化秸秆吸附剂（Fe₃O₄-PEI-RS）,通过SEM、XRD、FTIR、XPS和VSM等手段表征了材料的结构和性质,测定了Pb（Ⅱ）在Fe₃O₄-PEI-RS上的吸附性能,考察了pH、吸附时间、吸附剂投加量、Pb（Ⅱ）初始浓度、温度等因素对吸附的影响.结果表明,Fe₃O₄-PEI-RS对Pb（Ⅱ）的吸附具有强烈的pH依赖性;吸附时间对Pb（Ⅱ）的吸附效率有明显的影响,在180 min时吸附达到平衡,吸附过程符合准二级动力学模型;Langmuir和Freundlich模型都能很好地描述Pb（Ⅱ）在Fe₃O₄-PEI-RS上的吸附行为,20、30和40℃时最大吸附量分别为192.31、200.00和212.77 mg/g;热力学参数△G < 0,而焓变△H>0、△S>0,说明该吸附属于熵增加的自发吸热反应过程,升温有利于吸附.重复试验表明,EDTA作解吸剂,经5次吸附/解吸附循环后吸附剂仍能保持较高的吸附容量.研究显示,所制Fe₃O₄-PEI-RS对Pb（Ⅱ）具有较高的吸附容量,稳定性好、可循环利用,能在磁场下实现快速分离.      

Amoxicillin effects on functional microbial community and spread of antibiotic resistance genes in amoxicillin manufacture wastewater treatment system

This study aimed to reveal how amoxicillin(AMX) affected the microbial community and the spread mechanism of antibiotic resistance genes(ARGs) in the AMX manufacture wastewater treatment system. For this purpose, a 1.47 L expanded granular sludge bed(EGSB) reactor was designed and run for 241 days treating artificial AMX manufacture wastewater. 454 pyrosequencing was applied to analyze functional microorganisms in the system. The antibiotic genes OXA_(-1), OXA_(-2), OXA_(-10), TEM_(-1), CTX-M_(-1), class I integrons(intI1) and 16 SrRNA genes were also examined in sludge samples. The results showed that the genera Ignavibacterium, Phocoenobacter,Spirochaeta, Aminobacterium and Cloacibacillus contributed to the degradation of different organic compounds(such as various sugars and amines). And the relative quantification of eachβ-lactam resistance gene in the study was changed with the increasing of AMX concentration.Furthermore the vertical gene transfer was the main driver for the spread of ARGs rather than horizontal transfer pathways in the system.     

工业园区综合难降解废水深度处理实验研究

某工业园区综合废水处理厂设计规模5.0×104m3/d,原设计出水执行《城镇污水处理厂污染物排放标准》(GB 18918-2002)一级B标准,需将出水标准提高到一级A排放标准.分别采用混凝沉淀法和高级氧化法深度处理二级生化出水.小试试验结果表明:二级生化出水CODcr在62~75 mg/L左右,PAC、Al2(SO4)3及PFS三种絮凝沉淀药剂处理出水CODcr去除效果均不明显,不能稳定达到一级A排放标准.芬顿催化氧化的pH=5,FeSO4+H2O2投加量为(200+100)mg/L;臭氧氧化的O3投加量33 mg/L,其出水CODcr均能达到一级A排放标准.