Characterization of chlorine dioxide as disinfectant for the removal of low concentration microcystins

Microcystins, which represents one kind of cancerogenic organic compounds, is abundant in eutrophication water. The effects of reaction factors on chlorine dioxide (ClO₂) for removal of low-concentration Microcystin-LR, Microcystin-RR, and Microcystin-YR in water as well as the reaction mechanisms was investigated by using enzyme-linked immunosorbent assay (ELISA) kit and gas chromatography-mass spectrometry (GC-MS). The results showed that MC-LR, MC-RR, and MC-YR could be efficiently decomposed by ClO₂. The degradation efficiency was shown positively correlated to the concentration of ClO₂ and reaction time; while the effect of reaction temperature and pH is slight. The kinetic constants and activation energies of the reaction of MC-LR, MC-RR, and MC-YR with ClO₂ are determined as 459.89, 583.15, 488.43 L·(mol·min)⁻¹ and 64.78, 53.01, 59.15 kJ·mol⁻¹, respectively. As indicated by high performance liquid chromatography mass spectrometer (HPLC-MS) analysis, degradation should be accomplished via destruction of Adda group by oxidation, with the formation of dihydroxy substituendums as end products. This study has provided a fundamental demonstration of ClO₂ serving as oxidizing disinfectant to eliminate microcystins from raw water source.     

不同植物对石油污染的耐受性研究

石油污染已成为世界各国普遍关注的环境问题,土壤中石油类污染物的植物修复因具有众多优势而被人们广泛关注,而耐受性强的修复植物的选择是研究的重点,因此,采用皿培的方法对几种待选植物种子进行培养,对其在不同浓度石油污染的土壤中的出芽率进行分析,并持续观察其植株的生长状况,评价植物在各个浓度石油污染土壤中的耐受性,结果可得:低浓度石油污染土壤(0.5%)对植物种子萌芽和植株生长均有一定的促进作用,中高浓度(1%~3%)石油污染土壤对种子萌芽和植株生长具有抑制作用,在受试五种植物中,红三叶种子的石油污染耐受性最强。     

Solution by dilution?—A review on the pollution status of the Yangtze River

The Yangtze River has been a source of life and prosperity for the Chinese people for centuries and is a habitat for a remarkable variety of aquatic species. But the river suffers from huge amounts of urban sewage, agricultural effluents, and industrial wastewater as well as ship navigation wastes along its course. With respect to the vast amounts of water and sediments discharged by the Yangtze River, it is reasonable to ask whether the pollution problem may be solved by simple dilution. This article reviews the past two decades of published research on organic pollutants in the Yangtze River and several adjacent water bodies connected to the main stream, according to a holistic approach. Organic pollutant levels and potential effects of water and sediments on wildlife and humans, measured in vitro, in vivo, and in situ, were critically reviewed. The contamination with organic pollutants, including polycyclic aromatic hydrocarbons, polychlorinated biphenyls (PCBs), organochlorine pesticides (OCPs), polychlorinated dibenzo-p-dioxins/polychlorinated dibenzofurans, polybrominated diphenyl ethers (PBDEs), perfluorinated compounds (PFCs), and others, of water and sediment along the river was described. Especially Wuhan section and the Yangtze Estuary exhibited stronger pollution than other sections. Bioassays, displaying predominantly the endpoints mutagenicity and endocrine disruption, applied at sediments, drinking water, and surface water indicated a potential health risk in several areas. Aquatic organisms exhibited detectable concentrations of toxic compounds like PCBs, OCPs, PBDEs, and PFCs. Genotoxic effects could also be assessed in situ in fish. To summarize, it can be stated that dilution reduces the ecotoxicological risk in the Yangtze River, but does not eliminate it. Keeping in mind an approximately 14 times greater water discharge compared to the major European river Rhine, the absolute pollution mass transfer of the Yangtze River is of severe concern for the environmental quality of its estuary and the East China Sea. Based on the review, further research needs have been identified.     

国内外矿山事故预防与救护机制对比分析

简要介绍了印度、德国、美国、加拿大等国矿山事故预防与救护机制,与我国的矿山事故预防和救护机制进行了对比分析,指出我国矿山伤亡事故的严峻形势,提出了我国矿山事故预防与救护的建议,对减少矿山事故、发展矿山经济具有指导意义。     

KMnO4修饰面包酵母菌对Cd2+的吸附研究

研究了用KMnO4修饰面包酵母菌对溶液中Cd2+的吸附作用,探讨了不同KMnO4浓度、pH、吸附时间、Cd2+初始浓度、修饰酵母菌用量等5个因素对KMnO4修饰面包酵母菌吸附Cd2+的影响.结果表明,随着修饰剂KMnO4浓度的增大,修饰面包酵母菌的吸附能力增强,KMnO4浓度达到20 mmol · L-1时,吸附能力是相同条件下原菌的2倍.在pH为5.0~7.0范围内,吸附效果最好;反应30 min后,吸附可达到平衡;Cd2+初始浓度为100 mg · L-1时,吸附基本达到饱和;KMnO4修饰面包酵母菌的最佳用量为6 g · L-1左右.KMnO4修饰面包酵母菌吸附Cd2+的过程适宜用准二级速率方程来描述,而Langmuir方程对其吸附等温线的描述效果最好.SEM、FTIR、XPS等分析结果表明,面包酵母菌主要通过表面的羟基、羧基、氨基、磷酰基等基团进行吸附.KMnO4修饰可使面包酵母菌表面变得较为粗糙,表面结构发生变化,提高菌表面吸附镉活性位点的数量.同时,KMnO4氧化面包酵母菌时在表面被还原成纳米MnO2和Mn2+,其对Cd2+吸附也起到了协同作用.     

合肥市典型交通干道大气苯系物的特征分析

为研究合肥市交通干道大气苯系物污染状况,采用自主研制的差分吸收光谱(DOAS)系统,于2016年3月期间对合肥市交通主干道大气苯系物(苯、甲苯、间二甲苯和邻二甲苯)以及常规污染物NO_2、SO_2等进行了连续观测.观测结果显示,观测期间苯、甲苯、间二甲苯和邻二甲苯的平均浓度分别为:21.7、63.6、33.9和98.7μg·m~(-3).与国内外其它城市比较显示,合肥市交通干道大气苯和甲苯的污染处于中等水平,二甲苯的污染较为严重.结合观测期的间风速风向、T/B特征比值以及与CO等污染物的相关性,对上述苯系物来源进行了分析,结果显示观测期间T/B值为0.8~4.5,苯、甲苯与CO的相关性系数R分别为0.55和0.34.表明机动车尾气排放是观测区域苯和甲苯的主要排放源之一,同时也受到周边工业园区排放的影响,二甲苯的主要排放源为观测地点北偏东方向的涂料行业工业园区.苯和甲苯的夜间高浓度峰值分析结果表明,夜间的高浓度苯和甲苯可能主要来源于观测地点周边工业园区的排放.观测区域苯系物的臭氧生成潜势(OFP)表现为邻二甲苯间二甲苯甲苯苯,其中二甲苯的OFP占总OFP的85%,表明周边工业园区的排放对该地区臭氧生成的贡献较大.     

高负荷人工土层地下渗滤系统处理生活污水中试工程的研究

对传统的地下渗滤系统进行改进,采用多层过渡结构的人工土层来增大对颗粒有机物的接触氧化表面积,同时设置曝气装置保证好氧过程的氧气供应,可以大大提高污水地下处理系统的水力负荷.以中国南方典型的红壤土、河沙和砾石为填充材料,处理广州地化所小区的生活污水,水力负荷达40 cm/d,远大于类似系统.试验结果表明,改进后的系统能创造良好的好氧/厌氧环境,对污染物去除效果良好,COD、BOD5、TN、NH 4-N、TP和SS去除率分别达到了76.7%～89.1%、83.3%～92.5%、50.3%～66.1%、65.2%～79.6%、75.4%～90.1%和77.0%～91.3%,出水主要污染物达到了《污水综合排放标准》(GB 8978-1996)一级排放标准或二级排放标准.     

郑州市城市生态环境变化研究

随着城市化的发展,城市生态环境变化较大.基于遥感技术,利用遥感生态指数对郑州市城市生态环境变化进行评价与检测,以对城市规划建设提供科学依据,从而促进城市健康可持续发展.结果表明:2006年-2017年,郑州市生态环境质量呈下降趋势,其中绿度指标与干度指标对城市生态环境的影响最大;郑州市生态环境变好的区域占18.43%,生态环境变差的区域占42.54%,变差的区域主要为新建成区,这些区域应是今后生态环境改善的重点区域.     

两点进水条件下多种A2/O工艺的运行效果

在两点进水的条件下采用A2/O工艺处理化工园区废水厌氧水解出水,分析配水比对A2/O工艺处理效果的影响,以及在最优配水条件下,各类A2/O工艺处理废水的实际效果.结果表明,在厌氧段-缺氧段的配水比为30%～70%时,A2/O工艺的处理效果最好.在两点进水条件下的各类A2/O工艺中,倒置A2/O和改良A2/O比常规A2/...     

内置转盘式膜-生物反应器处理污水的工艺条件研究

对内置转盘式膜-生物反应器(SRMBR)处理污水工艺进行了研究.进水COD 160～368 mg/L时,出水COD在运行1d后降低到20 mg/L以下,去除率大于90%;转盘式膜组件的转速在0～25 r/min范围内,平衡膜通量随转速增大而快速增加,继续增大转速则平衡膜通量的增加变得不显著;在一定范围(0～1min)内延长停抽时间有助于缓解膜污染;SRMBR在较低的气水比(15∶1)下运行,也可达到较高的平衡膜通量.研究表明,SRMBR在最佳组合操作条件(转速为25r/min,抽/停为9min/1min,气水比为15∶1,抽吸压力为25kPa)下运行,其平衡膜通量高达53.75L/(m²·h).