珠江三角洲地区铺装道路扬尘排放因子与排放清单研究

对珠江三角洲地区不同等级道路共采集了65个道路扬尘样品,并调研了道路的车流量、车辆构成和道路长度等有关活动水平数据,采用美国环保署推荐的AP-42方法估算了该地区不同等级道路扬尘排放因子和排放量,并分析了道路扬尘排放的时空特征与不确定性范围.结果表明:高速公路、一级、二级、三级和四级道路尘负荷分别为1.05 g·m^-2、0.99 g·m^-2、1.30 g·m^-2、1.35 g·m^-2和1.45 g·m^-2;不同等级道路扬尘总悬浮颗粒物(Total Suspended Particulate,TSP)、PM₁₀和PM_2.5的平均排放因子分别为8.32 g·VKT^-1 (Grams per Vehicle Kilometer Traveled)、1.60 g·VKT^-1和0.39 g·VKT^-1,对应的排放量分别为2755.1×10³ t、528.8×10³ t和127.9×10³ t,其定量不确定性范围分别为-91.7%~175.1%、-91.6%~178.9%及-91.5%~176.5%.     

Chemical characteristics and source apportionment of PM2.5 between heavily polluted days and other days in Zhengzhou, China

PM_(2.5) samples were collected in Zhengzhou during 3 years of observation, and chemical characteristics and source contribution were analyzed. Approximately 96% of the daily PM_(2.5) concentrations and annual average values exceeded the Chinese National Ambient Air Quality Daily and Annual Standards, indicating serious PM_(2.5) pollution. The average concentration of water-soluble inorganic ions was 2.4 times higher in heavily polluted days(daily PM32.5 concentrations 250 μg/mand visibility 3 km) than that in other days, with sulfate, nitrate, and ammonium as major ions. According to the ratio of NO-3/SO2-4,stationary sources are still the dominant source of PM_(2.5) and vehicle emission could not be ignored. The ratio of secondary organic carbon to organic carbon indicated that photochemical reactivity in heavily polluted days was more intense than in other days.Crustal elements were the most abundant elements, accounting for more than 60% of 23 elements. Chemical Mass Balance results indicated that the contributions of major sources(i.e., nitrate, sulfate, biomass, carbon and refractory material, coal combustion, soil dust,vehicle, and industry) of PM_(2.5) were 13%, 16%, 12%, 2%, 14%, 8%, 7%, and 8% in heavily polluted days and 20%, 18%, 9%, 2%, 27%, 14%, 15%, and 9% in other days, respectively.Extensive combustion activities were the main sources of polycyclic aromatic hydrocarbons during the episode(Jan 1-9, 2015) and the total benzo[a]pyrene equivalency concentrations in heavily polluted days present significant health threat. Because of the effect of regional transport, the pollution level of PM_(2.5) in the study area was aggravated.     

复合垂直流人工湿地微生物特征对典型污水的响应差异

污水性质是影响人工湿地微生物特征的重要因子,而微生物对人工湿地污染物净化功能的发挥至关重要. 运用两组IVCW(复合垂直流人工湿地)分别处理模拟生活污水和污水处理厂尾水,比较研究两组系统下行流、上行流池的基质酶活性及硝化反硝化强度,并通过脂肪酸甲酯图谱分析系统中的微生物群落结构,以解析人工湿地微生物特征对两种污水的响应差异. 结果表明:处理生活污水的IVCW下行流池中脱氢酶、过氧化氢酶、脲酶及硝酸盐还原酶活性均显著高于其他单元,四者平均值分别为其他单元的2.8~4.6、7.9~10.3、19.3~41.7和4.5~10.8倍. 处理生活污水IVCW基质的硝化强度是尾水处理系统对应单元的1.4~5.3倍(下行流)和1.3~3.9倍(上行流),而两组IVCW对应单元基质的反硝化强度之间无显著差异. IVCW下行流池中特征脂肪酸比值及微生物群落结构受污水类型的影响较小,均以厌氧细菌和革兰氏阳性菌为优势菌;上行流池微生物群落结构则受到污水类型的一定影响,真菌的相对丰度较高. 两种污水对IVCW基质酶活性和硝化强度的影响高于对反硝化强度和微生物群落结构的影响.      

衡山云水总过氧化氢的浓度特征及气象影响因素

于2009年3月11日—5月29日在衡山采集云雾水样品,采用荧光分光光度法对样品中的总过氧化氢浓度进行了测定,分析了衡山云雾水中总过氧化氢的浓度特征及气象影响因素。结果表明,衡山云雾水中总过氧化氢平均浓度为8.46 μmol/L,呈现出明显的日夜浓度差异。分析风向、风速、辐射强度和温度对云雾水总过氧化氢浓度的影响,发现总过氧化氢浓度与风速间存在明显的负相关关系,风向主要来自海洋时,其浓度较高,来自陆地时则较低,这与来自陆地的气流携带有大量的氮氧化物和二氧化硫有关。此外,总过氧化氢浓度随温度的升高具有明显增加的趋势,且当辐射强度大于50 w/m²时,总过氧化氢与辐射强度呈良好的正相关,相关系数为0.713,说明总过氧化氢的浓度分布与光化学反应关系密切。     

基于Arcgis Server与ASP.Net Ajax的北京市应急避难场所信息管理平台设计与实现

北京作为＂国家首都、世界城市、文化名城和宜居城市＂,近两年加快了应急避难场所建设的步伐。针对北京市应急避难场所管理过程中存在的问题,在详细介绍ArcGIS Server的体系结构和内部运行机制的基础上,结合北京市应急避难场所的实际情况,开发了基于ASP.Net Ajax和Arcgis Server北京市应急避难场所信息管理平台。系统采用了Oracle数据库存储空间和业务数据,通过ArcSDE实现Arcgis Server和Oracle数据库的连接,实现了属性数据和空间数据的一体化存储。不仅有利于提供及时、直观、形象的应急避难场所属性信息和空间信息,同时在事故发生后抢险救灾、伤员疏散以及最大限度的减少事故损失方面起到了关键作用。     

秦皇岛近岸海域环境综合整治效果及防治对策

近年来,秦皇岛市通过实施关停非法排污企业、区域限批、治理农业面源等一系列环境综合整治措施,近岸海域水质明显改善。针对秦皇岛近岸海域污染的主要原因(陆源工业废水、生活污水、畜禽养殖业废水、粪便的排放和种植业农药化肥不合理使用造成氮、磷等营养物质流失等),从调整产业结构、控制陆源污染排放和完善执法机制等方面,提出了进一步治理的综合防治对策。     

Engineering application of membrane bioreactor for wastewater treatment in China: Current state and future prospect

China has been the forerunner of large-scale membrane bioreactor （MBR） application. Since the first large-scale MBR （≥ 10 000 m^3·d^-1） was put into operation in 2006, the engineering implementation of MBR in China has attained tremendous development. This paper outlines the commercial application of MBR since 2006 and provides a variety of engineering statistical data, covering the fields of municipal wastewater, industrial wastewater, and polluted surface water treatment. The total treatment capacity of MBRs reached 1× 10^6 m^3·d^-1 in 2010, and has currently exceeded 4.5 × 10^6 m^3·d^-1 with -75% of which pertaining to municipal wastewater treatment. The anaerobic/anoxic/aerobie-MBR and its derivative processes have been the most popular in the large-scale municipal application, with the process features and typical ranges of parameters also presented in this paper. For the treatment of various types of industrial wastewater, the configurations of the MBR-based processes are delineated with representative engineering cases. In view of the significance of the cost issue, statistics of capital and operating costs are also provided, including cost structure and energy composition. With continuous stimulation from the environmental stress, political propulsion, and market demand in China, the total treatment capacity is expected to reach 7.5 × 10^6 m^3·d^-1 by 2015 and a further expansion of the market is foreseeable in the next five years. However, MBR application is facing several challenges, such as the relatively high energy consumption. Judging MBR features and seeking suitable application areas should be of importance for the long-term development of this technology.     

基于改进DRASTIC模型、GIS和层次分析法(AHP)的地下水U(Ⅵ)污染风险评价

以某铀尾矿库为例,应用层次分析法(AHP)对DRASTIC进行改进,得出AHP-DRASTICLL模型,并构建了综合指数体系,在此基础上,基于GIS平台对某铀尾矿库区地下水受U(Ⅵ)污染风险进行了评价和污染区的污染风险划分.由地下水风险区划图得出尾矿库周围与砂卵砾石层区风险较高,丘陵地带风险较低,其结果较好地反映了实际的污染风险现状.