中国城市O3浓度时空变化特征及驱动因素

基于2015～2017年O_3浓度监测数据,采用克里金插值、空间自相关分析、热点分析和地理探测器等方法,研究了中国城市O_3浓度的时空变化特征及驱动因素.结果表明:①2015～2017年中国城市O_3污染逐年加重,年评价指标超标城市由74个增加到121个,平均超标天数比例由5. 2%上升到8. 1%.②O_3污染主要发生在4～9月,超标天数占全年总超标天数的87. 5%～95. 3%. 5～7月O_3浓度上升最快、污染最严重,超标天数比例由2015年的10. 6%上升到2017年的20. 5%,2017年83. 0%的中度污染和91. 0%的重度污染发生在5～7月.③华北平原O_3浓度的持续上升,已将京津冀和长三角地区O_3高污染区连成一片,形成了包括环渤海地区、中原城市群、长三角城市群、山西、关中地区和内蒙古中部集中连片的O_3高污染区,是我国O_3污染最严重的区域.珠三角、成渝城市群和华东地区南部O_3浓度上升也较快,成渝城市群的核心城市已初步形成我国新的O_3污染中心.④O_3浓度空间集聚性逐年增强,年度热点主要分布在华北平原和长江中下游地区,冷点主要分布于东北、西南及华南地区.⑤地理探测器分析表明,气象、工业化、城市化因素和O_3前体物排放量因子对O_3浓度分布均有显著驱动作用,但不同地区O_3浓度的驱动因素存在差别,同一因子在不同季节的驱动作用也不尽相同.     

GC-MS和GC-ECD同时在线观测本底大气中的HCFC-142b

2010年5月～2011年5月,利用自组装气相色谱-质谱联用法(GC-MS)和气相色谱-电子捕获检测法(GC-ECD)在线观测系统,在北京上甸子区域大气本底站开展了二氟一氯乙烷(HCFC-142b)在线观测对比实验,GC-MS和GC-ECD系统分析精度分别为0.23%和0.88%.观测期间HCFC-142b浓度变化范围约为21×10-12～355×10-12;通过独立样本T检验P>0.05,表明两种方法获得的HCFC-142b浓度数据无显著性差异;对两套系统观测浓度数据的差值分析表明,造成两套系统观测浓度间微小差别的主要因素是空气样品时间分辨率和观测精度.利用局部近似回归法进行本底值筛分,GC-MS和GC-ECD法获得的本底浓度均值差、中值差、25和75百分位数值差均优于系统观测精度.两种方法捕获HCFC-142b污染过程一致,污染浓度均具有夏秋高冬低的特点;两种方法观测HCFC-142b污染浓度的年变化趋势一致.     

潜流型人工湿地堵塞机制及其模型化

从物理、化学、生物三个方面分析了人工湿地堵塞的机理,指出湿地堵塞的过程实质上就是有效孔隙率减少的过程,湿地的堵塞与否,堵塞的程度如何,可由其饱和水力传导系数来表征。对几个与人工湿地堵塞有关的数学模型作了介绍和分析,并探讨了一些预防人工湿地堵塞的措施以及其未来的研究方向。     

腐殖质含量对填料净化污水效能的影响

掺入与腐殖垃圾级配相同的砂配置腐殖质含量分别为1.09%、0.87%、0.65%、0.44%和0.01%的5种填料,装填0.5 m厚度的试验柱,构建人工快速渗滤系统处理生活污水,并测定饱和水力渗透系数,研究腐殖质含量对填料净化污水效能的影响。结果表明,在相同的水力负荷（1 m/d）和污染负荷下,5种腐殖质填料对COD和TP的平均去除率存在明显差异,腐殖质含量为1.09%、0.87%和0.65%的3种填料对COD的去除率较腐殖质含量为0.01%的填料均高出14%以上。腐殖质含量与TP去除率呈现正相关性。腐殖质含量最高的填料（1#）其初始K值最大达3.23×10^-2 cm/s,约为腐殖质含量最低的填料（5#）的5倍,其稳定运行时间最长。     

潮间带土壤盐度与电导率的关系

以5：1的水土质量比浸提潮间带土壤，质量法测定的土壤盐度(质量分数)，与电导法测定的稀释了5倍的土壤浸提液(5：1水土质量比)的电导率值之间有极显著的相关性。质量法实测的土壤盐度与电导率计算的土壤盐度之间的相对误差多在5％以下。因此，用电导法测定潮间带土壤盐度不失为一种简便、快速的方法，尤其是样品数较多时更可节约时间。     

Determination of PCBs, PCDDs and PCDFs in insulating oil samples from stored Chinese electrical capacitors by HRGC/HRMS

Homologue and congener profiles of polychlorinated biphenyls (PCBs), polychlorinated dibenzo-p-dioxins (PCDDs) and polychlorinated dibenzofurans (PCDFs) in commercial PCBs formulations are key information for the source identification of PCBs contamination as well as for the risk assessment caused by potential exposure. The isotope dilution technology in combination with high resolution gas chromatography-high resolution mass spectrometry (HRGC/HRMS) has made the accurate determination of such profiles possible. So far, various commercial PCB formulations except Chinese products have been successfully determined. Two PCBs containing insulating oil samples from stored Chinese electrical capacitors have been determined with the same methodology for comparability. The total concentration PCBs in two oil samples were 790 000 μg g⁻¹ and 720 000 μg g⁻¹, respectively. TriCBs, TetraCBs, and DiCBs were found to be most abundant. Concentration of dioxins contamination in two samples is 650-670 ngTEQ g⁻¹, of which 69-71 ngTEQ g⁻¹ from PCDD/Fs with the predominant congeners of 1,2,7,8-TeCDF; 2,3,7,8-TeCDF; 2,3,4,7,8-PeCDF and 1,2,3,7,8-PeCDF. The contributions of DL-PCBs in total TEQ in both samples were more than 85%. The dioxin-like toxicity in insulating oils contained in electrical capacitors could be considered receive attention as an important dioxins source if such wastes are not managed in an environmentally sound manner.     

电导返滴定法测定苯酚含量

向苯酚试液中加入定量过量的ＮａＯＨ标准溶液,用Ｈ３ＢＯ３标准溶液滴定过量的ＮａＯＨ,通过计算求得苯酚含量,测定下限为１０－５ｍｏｌ／Ｌ。并成功地测定了某化工厂废液中苯酚含量。     

Comparison of properties of traditional and accelerated carbonated solidified/stabilized contaminated soils

The investigation of the long-term performance of solidified/stabilized (S/S) contaminated soils was carried out in a trial site in southeast UK. The soils were exposed to the maximum natural weathering for four years and sampled at various depths in a controlled manner. The chemical properties (e. g. , degree of carbonation (DOC), pH, electrical conductivity (EC)) and physical properties (e. g. , moisture content (MC), liquid limit (LL), plastic limit (PL), plasticity index (PI)) of the samples untreated and treated with the traditional and accelerated carbonated S/S processes were analyzed. Their variations on the depths of the soils were also studied. The result showed that the broad geotechnical properties of the soils, manifested in their PIs, were related to the concentration of the water soluble ions and in particular the free calcium ions. The samples treated with the accelerated carbonation technology (ACT), and the untreated samples contained limited number of free calcium ions in solutions and consequently interacted with waters in a similar way. Compared with the traditional cement-based S/S technology, e. g. , treatment with ordinary portland cement (OPC) or EnvirOceM, ACT caused the increase of the PI of the treated soil and made it more stable during long-term weathering. The PI values for the four soils ascended according to the order: the EnvirOceM soil, the OPC soil, the ACT soil, and the untreated soil while their pH and EC values descended according to the same order.     

液-液微萃取气相色谱法测定小量水样中痕量硝基苯

使用 FID检测器和 DB-1大口径毛细柱不需要对有机相进行干燥处理。借助 1 0 ml容量瓶和自制的玻璃吸管 ,不必进行两相分离操作 ,萃取和取样操作均可在容量瓶中一次完成。利用有溶剂效应的柱温程序提高了柱效和检测灵敏度。 1 0 ml水样可获得 0 .5 μg/ L的检测下限。方法的精密度优于 4 % ,回收率大于 95 %。     

硫化学发光检测器-气相色谱法测定废气中挥发性硫化物

采用硫化学发光检测-宽口径石英毛细管柱气相色谱法,建立了废气中羰基硫、硫化氢、二硫化碳、甲硫醇、乙硫醇、甲硫醚、乙硫醚、丙硫醇、异丙硫醇、噻吩及二甲二硫等11种挥发性硫化物的分析方法。硫化学发光检测器的灵敏度、选择性及线性范围均优于传统的火焰光度检测器。进样体积为0.2 ml时,硫化物的检出限为0.03～0.1 mg/m3。实际样品5次测定的相对标准偏差小于5.1%,加标回收率为83.7%～108.8%。测定了某炼油厂酸性水罐尾气、污油罐尾气及瓦斯气中挥发性硫化物,为其恶臭控制与治理提供检测手段和基础数据。