高锰酸钾降解地下水中PCE的研究

以氯代有机污染物中常见的PCE为目标污染物,以自制高锰酸钾溶液为氧化剂,采用批实验方法,探讨了高锰酸钾降解PCE的反应动力学、影响因素以及反应机理。反应结果表明,高锰酸钾降解PCE的反应符合一级动力学方程,反应活化能E为57.119 kJ/mol,在30℃条件下,反应速率常数为0.0076 min^-1,半衰期为91.20 min。在pH在3～10,离子强度在0～0.1030 mol/L之间变化时,反应速率不受明显影响。     

含中间层的DSA电极电催化氧化硝基苯废水的研究

为了提高难降解有机废水的可生化性,以及更高效地去除废水中的特征污染物,同时避免二次污染,利用自制的含锡锑中间层的钌钯氧化物涂层电极对有机废水中的硝基苯进行处理,并利用SEM、XRD等方法对电极中间层、表层进行微观表征。微观测试表明,基体、中间层、表层之间结合力较强,有利于增强电极寿命;水处理实验表明,电催化氧化反应体系适合高浓度有机废水的处理,由于该反应体系需要外加电解质加强传质,这在实际运用中为废水中盐度的处理提供了一种新的途径,当电流密度为20 mA/cm²、电解质浓度为10 g/L、pH=5、极板间距=2 cm时,电催化氧化体系对硝基苯具有较高的去除效率。     

航空环境与机载设备环境试验规范的制定

本文简要介绍了航空环境中对流层、平流层、电离层、外大气层的基本环境及民用飞机机型的基本情况,对机载设备环境试验标准的选用及标准中提供的机载设备环境试验项目和应力等级的剪裁,归纳整理出了应考虑的因素：飞机舱内、舱外,飞机类型、飞机性能,并对每个试验项目的目的做了简要介绍。     

可靠性技术的发展与应用

本文介绍了可靠性标准体系与参数体系,可靠性的分析与设计方法,可靠性试验的发展趋势,指出可靠性管理是产品可靠性工作的核心,以及提高电子设备可靠性的发展策略。     

集对分析集对势的研究及其应用

分析了集对势的定义,研究了其变化的规律,在前人提出悲观势的基础上,提出了乐观势的概念及其计算方法,丰富了集对势的内容,将其和安全与危险辩证地联系在一起,客观、全面,并将集对分析应用到了系统危险性评价中,采用集对分析的联系数模型,从同异反3方面科学、合理地分析了煤矿通风管理制度,通过对其悲观势和乐观势的分析,得出了集对势的变化范围,为企业管理提供了一条新的途径.     

The quest for environmental justice in China: citizen participation and the rural–urban network against Panguanying’s waste incinerator

Environmental distribution conflicts (EDCs) related to the construction and operation of waste incinerators have become commonplace in China. This article presents a detailed case study of citizen opposition to an incinerator in the village of Panguanying, Hebei Province. Drawing on in-depth fieldwork, we show how this case was notable, because it transcended the local arena to raise bigger questions about environmental justice, particularly in relation to public participation in siting decisions, after villagers exposed fraudulent public consultation in the environmental impact assessment. An informal network between villagers and urban environmental activists formed, enabling the Panguanying case to exert influence far beyond the village locality. This network was critical in creating wider public debate about uneven power and substandard public participation in siting disputes, a central feature in many Chinese EDCs. By transcending local specificities and exposing broader, systemic inadequacies, this case became instrumental in supporting “strong sustainability”.     

De novo formation of dioxins from milled model fly ash

Environmental Science and Pollution Research - Municipal solid waste incineration (MSWI) fly ash has been classified as hazardous waste and needs treatment in an environmentally safe manner....     

Distribution and controls of heavy metals and organic matter in the surface sediments of the Southern Yellow Sea,China

Environmental Science and Pollution Research - Accurate and effective determination of the source of heavy metals is essential for the treatment of marine ecological environments. This article...     

城镇化过程对鄱阳湖流域生态系统的影响

城镇化是社会经济发展和现代文明的重要标志,但带来了严重的资源危机和生态环境问题。以鄱阳湖独特的流域特征为研究对象,以城市人口数量表征城镇化的进程,分类解析1990~2011年江西省统计年鉴数据,通过讨论鄱阳湖土地资源结构变化、水资源变化特征、湿地生态系统、生物多样性等资源消耗程度,以及大气污染和水污染为代表的城镇主要污染问题,探讨快速城镇化下鄱阳湖生态环境对干扰的响应。结果表明：鄱阳湖流域各城市的城镇化进展及其机制不同,南昌、九江和上饶城市扩张迅速,而景德镇和赣州发展较平缓;城镇化导致水资源日益紧缺,各城市年总用水量2003年以后均呈增加趋势,其中农业用水量逐年增加,工业用水量各城市年变化存在差异;生物多样性特征受到严重威胁,湖泊水面及湿地面积的持续减少,生物环境的组成和结构发生改变;九江等城市工业废气排放量加大、南昌等城市工业废水排放高,造成湖区环境恶化。根据分析,建议鄱阳湖流域未来从规划土地利用类型、统一调配水资源、制定生物多样性保护对策、加强环境污染治理、强化环保宣传和规划与政策法律化等多方面采取措施。本文为鄱阳湖生态系统可持续发展和生态经济区的城镇化建设提供理论参考     

Treatment of 1,3-Butadiene in an Air Stream by a Biotrickling Filter and a Biofilter

ABSTRACT

This paper presents results obtained from a performance study on the biotreatment of 1,3-butadiene in an air stream using a reactor that consisted of a two-stage, in-series biotrickling filter connected with a three-stage, in-series biofilter. Slags and pig manure-based media were used as packing materials for the biotrickling filter and the biofilter, respectively. Experimental results indicated that, for the biotrickling filter portion, the butadiene elimination capacities were below 5 g/m³/hr for loadings of less than 25 g/m³/hr, and the butadiene removal efficiency was only around 17%. For the biofilter portion, the elimination capacities ranged from 10 to 107 g/m³/hr for loadings of less than 148 g/m³/hr. The average butadiene removal efficiency was 75–84% for superficial gas velocities of 53–142 m/hr and a loading range of 10–120 g/m³/hr. The elimination capacity approached a maximum of 108 g/m³/hr for a loading of 150 g/m³/hr. The elimination rates of butadiene in both the biotrickling filter and biofilter were mass-transfer controlled for influent butadiene concentrations below about 600 ppm for superficial gas velocities of 29–142 m/hr. The elimination capacity was significantly higher in the biofilter than in the biotrickling filter. This discrepancy may be attributed to the higher mass-transfer coefficient and gas-solid interfacial area offered for transferring the gaseous butadiene in the biofilter.