深圳市秋季大气臭氧立体分布特征

利用大气O₃探测激光雷达在深圳市东部生态区和西部城区同步开展垂直观测,探究了2018年深圳市O₃立体分布在秋季光化学污染活跃期至冬季非活跃期的演变过程.结果表明：光化学反应活跃的10月,东部地面O₃浓度相对于西部地面高出约128%;地面向上至450m,O₃浓度在东部生态区发生快速降低,而在西部城区由于存在“滴定效应”,O₃浓度随高度升高而升高;450m~2km,东、西部O₃浓度均随高度升高而降低,西部城区O₃浓度水平超过东部生态区约30%;2km以上高空,东、西部O₃浓度趋同（70μg/m³）,并保持稳定,为具深圳市秋季O₃污染过程提供了较高的大气背景浓度.高污染期间,深圳市大气边界层内O₃浓度变化较为一致,西部高空的O₃区域传输作用更加显著.秋季至冬季光化学反应逐渐减弱,深圳市O₃浓度的水平和垂直空间差异逐渐减小,冬季的深圳市O₃污染基本受大气背景控制.     

成都市及周边地区严重臭氧污染过程成因分析

结合天气形势,地面观测资料和WRF-CMAQ模式,分析了2017年7月8~15日成都市一次罕见持续O₃污染过程的特征及成因,量化了各个物理化学过程对此次污染过程的相对贡献,并通过敏感性实验分析了四川盆地内O₃及其前体物的区域传输和本地光化学反应对此次污染过程的影响.结果表明,此次O₃持续污染过程主要是因为四川盆地内盛行偏东风,导致盆地东部城市群的O₃及其前体物经区域输送到成都及周边地区,加之成都市出现小风、气温升高等气象条件进而形成,属于典型的传输性爆发污染.持续污染形成的主要物理化学机制体现为日间气相化学过程贡献为稳定的正值,加之输送过程贡献出现爆发式升高,进而导致近地面O₃小时净增量迅速上升且高达50μg/（m³·h）,随之O₃浓度迅速响应,产生爆发式增长.此外,敏感性实验结果显示此次成都市O₃持续污染的形成受区域输送影响较受本地光化学反应影响更为明显.O₃污染爆发前上游地区高浓度O₃及其前体物沿流场输送并在成都及周边地区不断积累,导致日间O₃浓度不断升高.     

大辽河沉积物中微塑料的污染特征

以大辽河为研究对象,选取8个典型区域的沉积物,采用密度浮选法,结合体视显微镜及μ-FTIR,进行大辽河沉积物中微塑料的组成及分布特征研究.结果表明,大辽河沉积物微塑料平均丰度为（66.67±79.93）个/kg;其中位于鞍山海城市的DL5丰度最高,为（193.33±172.43）个/kg,辽阳县柳壕镇的DL6丰度最低,为（20.00±34.64）个/kg;微塑料颜色以白色、黑色、黄色为主（83.75%）,形状以纤维、薄膜、碎片为主（91.25%）,粒径以（1000~2000）μm为主（33.75%）.通过红外光谱分析可得出,大辽河沉积物中薄膜类微塑料的主要成分是聚酰胺（PA）、聚丙烯（PP）和聚乙烯（PE）,碎片类的主要成分是聚乙烯（PE）和聚丙烯（PP）,泡沫类和颗粒类的主要成分是聚苯乙烯（PS）,纤维类的主要成分是人造丝（RY）及聚对苯二甲酸乙二醇酯（PET）.总体上,该研究区域沉积物中微塑料的丰度处于中等偏低水平.本研究可为我国淡水河流沉积物中微塑料的污染分布研究提供基础科学数据.     

Tuning the fill percentage in the hydrothermal synthesis process to increase catalyst performance for ozone decomposition

The performance of Ce-OMS-2 catalysts was improved by tuning the fill percentage in the hydrothermal synthesis process to increase the oxygen vacancy density. The Ce-OMS-2 samples were prepared with different fill percentages by means of a hydrothermal approach (i.e. 80%, 70%, 50% and 30%). Ce-OMS-2 with 80% fill percentage (Ce-OMS-2-80%) showed ozone conversion of 97%, and a lifetime experiment carried out for more than 20?days showed that the activity of the catalyst still remained satisfactorily high (91%). For Ce-OMS-2-80%, Mn ions in the framework as well as K ions in the tunnel sites were replaced by Ce⁴⁺, while for the others only Mn ions were replaced. O₂-TPD and H₂-TPR measurements proved that the Ce-OMS-2-80% catalyst possessed the greatest number of mobile surface oxygen species. XPS and XAFS showed that increasing the fill percentage can reduce the AOS of Mn and augment the amount of oxygen vacancies. The active sites, which accelerate the elimination of O₃, can be enriched by increasing the oxygen vacancies. These findings indicate that increasing ozone removal can be achieved by tuning the fill percentage in the hydrothermal synthesis process.     

Recent advances in catalytic decomposition of ozone

Ozone (O₃), as a harmful air pollutant, has been of wide concern. Safe, efficient, and economical O₃ removal methods urgently need to be developed. Catalytic decomposition is the most promising method for O₃ removal, especially at room temperature or even subzero temperatures. Great efforts have been made to develop high-efficiency catalysts for O₃ decomposition that can operate at low temperatures, high space velocity and high humidity. First, this review describes the general reaction mechanism of O₃ decomposition on noble metal and transition metal oxide catalysts. Then, progress on the O₃ decomposition performance of various catalysts in the past 30 years is summarized in detail. The main focus is the O₃ decomposition performance of manganese oxides, which are divided into supported manganese oxides and non-supported manganese oxides. Methods to improve the activity, stability, and humidity resistance of manganese oxide catalysts for O₃ decomposition are also summarized. The deactivation mechanisms of manganese oxides under dry and humid conditions are discussed. The O₃ decomposition performance of monolithic catalysts is also summarized from the perspective of industrial applications. Finally, the future development directions and prospects of O₃ catalytic decomposition technology are put forward.     

Ozone pollution characteristics and sensitivity analysis using an observation-based model in Nanjing, Yangtze River Delta Region of China

Ground-level ozone (O₃) has become a critical pollutant impeding air quality improvement in Yangtze River Delta region of China. In this study, we present O₃ pollution characteristics based on one-year online measurements during 2016 at an urban site in Nanjing, Jiangsu Province. Then, the sensitivity of O₃ to its precursors during 2 O₃ pollution episodes in August was analyzed using a box model based on observation (OBM). The relative incremental reactivity (RIR) of hydrocarbons was larger than other precursors, suggesting that hydrocarbons played the dominant role in O₃ formation. The RIR values for NO_X ranged from –0.41%/% to 0.19%/%. The O₃ sensitivity was also analyzed based on relationship of simulated O₃ production rates with reductions of VOC and NO_X derived from scenario analyses. Simulation results illustrate that O₃ formation was between VOCs-limited and transition regime. Xylenes and light alkenes were found to be key species in O₃ formation according to RIR values, and their sources were determined using the Positive Matrix Factorization (PMF) model. Paints and solvent use was the largest contributor to xylenes (54%), while petrochemical industry was the most important source to propene (82%). Discussions on VOCs and NO_X reduction schemes suggest that the 5% O₃ control goal can be achieved by reducing VOCs by 20%. To obtain 10% O₃ control goal, VOCs need to be reduced by 30% with VOCs/NO_X larger than 3:1.     

基于野外原位抽注试验和同位素技术的含水层反硝化速率研究

反硝化作用是地下水硝酸盐污染去除最重要的过程.由于水文地质条件和水文地球化学环境的复杂性和不确定性,精准测定含水层反硝化速率是反硝化过程的研究难点.选取潮白河冲洪积扇中部中国环境科学研究院地下水创新野外基地作为研究区,基于野外原位试验和15N同位素示踪法提出一种含水层反硝化速率的测定方法.该方法综合体现了研究区实际水文地质条件和水文地球化学环境对反硝化作用的影响,并充分考虑了硝酸盐在含水层中稀释弥散作用对计算结果的影响.结果表明:①潮白河冲洪积扇中部某地地下26~28 m处于还原环境,含水介质以粉细砂为主,ρ（NO₃-N）平均值为2.77 mg/L.②地下26~28 m反硝化速率在349.52~562.99 μg/（kg·d）（以N计,下同）之间,平均值为450.31 μg/（kg·d）.通过与研究区含水介质、采样深度和硝酸盐背景值相似的国内外案例对比研究,初步评估结果处于合理区间.③测试结果具有一定不确定性,主要来自忽略中间产物NO₂-和NO的计算方法、扰动采样方法、N₂O的操作规范程度及采样频率等方面.研究方法为测定含水层硝酸盐速率研究提供了新的思路,研究结果可为地下水中硝酸盐转化过程机理研究、地下水硝酸盐污染修复及风险管控提供关键的理论支撑数据.      

深圳市龙岗区大气颗粒物中多溴联苯醚的污染特征研究

为了解深圳市龙岗区大气颗粒物中多溴联苯醚的污染状况,于2017年1月、4月、8月和11月分别采集龙岗区大气颗粒物样品.利用气相色谱-质谱联用仪（GC/MS）对深圳市龙岗区4个功能区（工业区、商业区、居民区和生态区）的80个大气颗粒物样品进行检测,得到PBDEs（多溴联苯醚）8种单体（BDE-28、BDE-47、BDE-99、BDE-100、BDE-153、BDE-154、BDE-183、BDE-209）的质量浓度,同时研究了大气颗粒物中PBDEs质量浓度的时空分布特征.结果表明:①深圳市龙岗区大气颗粒物中ρ（∑₈PBDEs）（∑₈PBDEs为PBDEs 8种单体的加和）范围为0.07~77.80 pg/m3,ρ（∑₈PBDEs）年均值为（6.86±14.17）pg/m3.ρ（BDE-209）范围为0.01~76.23 pg/m3,年均值为（5.10±13.58）pg/m3,BDE-209为主要污染单体.② 4个功能区的ρ（∑₈PBDEs）平均值大小顺序依次为工业区（13.65 pg/m3）>商业区（7.75 pg/m3）>生态区（3.95 pg/m3）>居民区（2.19 pg/m3）,工业区是环境空气颗粒物中PBDEs的主要污染区.③ ρ（∑₈PBDEs）平均值的季节性变化规律为春季（13.32 pg/m3）>冬季（9.18 pg/m3）>秋季（2.17 pg/m3）>夏季（1.51 pg/m3）,符合深圳市亚热带海洋季风气温和气候对环境空气中颗粒物质量浓度的影响规律.研究显示,深圳市龙岗区大气颗粒物中PBDEs质量浓度处于较高水平,污染严重,建议减少含PBDEs产品的生产、使用和运输等活动,或找到更利于环境安全和人体健康的替代品,降低PBDEs对该地区的污染.      

厦门市冬季PM2.5污染情境识别及其与气象条件的关系

为研究厦门市冬季不同PM_2.5污染情境与气象条件和气团轨迹路径特征的关系,结合PM_2.5观测数据,使用AGAGE（Advanced Global Atmospheric Gases Experiment）统计方法识别2014—2018年冬季厦门市PM_2.5观测值、基线值和污染值情境,通过气象数据统计和气团后向轨迹聚类对不同PM_2.5污染情境下气象条件和气团轨迹路径特征进行探究.结果表明:①厦门市冬季不同PM_2.5污染情境下,ρ（PM_2.5）及PM_2.5污染值情境时长占比均呈波动中下降的趋势,具体表现为冬季PM_2.5观测值、污染值和基线值情境下,ρ（PM_2.5）平均值分别从2014年的42.2、90.7、16.4 μg/m3降至2018年的26.3、56.9、8.8 μg/m3,冬季PM_2.5污染值情境时长占比从2014年的10.2%降至2018年的3.0%.②冬季PM_2.5污染值情境下气象要素呈低风速、低气压、高温度、高相对湿度的特征.③冬季到达厦门市的气团轨迹路径中,局地路径由于大气条件稳定易累积形成PM_2.5污染;偏北路径和西北路径易从临近省份携带污染物输入导致PM_2.5污染,属于重要的外源污染输入路径;沿海路径和偏西路径均属于清洁路径,但沿海路径易在福建省北部与偏北路径重合形成污染输入,加强了偏北路径的污染物输送能力.研究显示,近年来厦门市冬季PM_2.5污染有明显减弱趋势,但不利的气象条件和外来污染输入仍会造成PM_2.5污染的发生.      

长江流域水生态环境安全主要问题、形势与对策

为进一步深化长江流域水生态环境保护的系统性、整体性科学认识,围绕长江水生态环境安全的主要问题及形势进行了剖析,提出了进一步加强长江流域水生态环境安全保障的对策建议.研究表明:在水环境质量方面,磷污染成为制约水质改善的主要影响因素,农业源排放量占比高,但工业源入河对水体的影响更直接,水库群运行带来的水沙条件变化对磷污染沿程演变有明显影响;在水生态健康方面,长江水生生物资源衰退、湖库富营养化格局发生改变、湿地生态功能退化问题突出;在水环境风险方面,化工围江、航运污染风险引起广泛关注.当前长江流域面临着源头区水资源战略储备减少、区域经济发展与生态环境保护双重压力仍较大、水环境质量仍存问题隐患、水生态系统退化态势未得到根本遏制等复杂且严峻的形势,未来长江水生态环境安全保障仍有诸多挑战.建议统筹长江全流域“一盘棋”,推进区域绿色协调发展,强化磷污染点面源综合管控,着力提升水生态健康水平,同时加快水环境风险隐患排查整治,强化科技创新有效供给.