不同剖面层次土壤磷素运移研究

以陕西杨凌地区塿土为研究对象,通过饱和稳定流土柱运移试验,测定磷酸盐(H_2PO_4~-)在不同层次土壤中的运移穿透曲线(BTC),应用CDE模型、CXTFIT软件程序对其实测穿透曲线(BTC)进行拟合求其运移参数,研究其运移规律。结果表明,磷酸盐在塿土中的运移受到土壤的强烈阻滞作用,随着CaCO_3含量增加,磷酸盐运移所受的阻滞作用增大。磷酸盐在塿土不同剖面层次中运移所受阻滞作用大小与CaCO_3含量呈极显著的正相关,r=0.9791;而与粘粒含量且成极显著的负相关、r=0.9318。磷酸盐在塿土不同土层运移所受阻滞作用大小顺序为:钙积层>堆垫表层>粘化层,其阻滞因子R值分别为:11.80～13.00,5.20～7.00,3.90～5.00。     

轻型机动车尾气排放测试研究

通过在底盘测功机上进行轻型机动车的稳态负荷工况测试和瞬态负荷工况测试,进一步研究轻型机动车尾气排放污染物浓度、发动机输出功率、机动车行驶速度的相关性。并提出了通过计算排放变化率／加速度比例系数来确定稳态工况与瞬态工况的相关关系的方法,这对于I／M检测制度有很重要的技术意义。     

Optimization of the ionization conditions for the trace analysis of PCDD/PCDF with ion trap MS/MS

Commercial ion trap mass spectrometer provides easy-to-operate MS/MS analysis for the determination of PCDD/PCDF. The limit of quantification is appropriately low (0.2 pg for 23478-P5CDF) because all the stages are performed in the trap and sample losses associated with the ion transportation are minimized. However, if excessive ions are injected into the trap, its electrical fields are distorted and an overall reduction in performance arises. Ionization condition is an important parameter as it affects the amount of the total ions produced. If the amount of interfering compounds are negligible, such as standard solution or cleaned-up sample, lower ionization condition (e.g. electron energy: 30 eV, emission current (EC): 150 μA) is preferable. On the contrary, in case excessive interfering ions are coexisting with PCDD/PCDF, such as crude extract or semi-cleaned-up sample, the ionization condition should be high (e.g. electron energy: 90 eV, EC: 350 μA) for the reproductive quantification.     

印刷电路板(PCB)厂挥发性有机物(VOCs)排放指示物筛选

采用VOCs快速测定仪和SUMMA罐采样、GC/MS分析方法,采样分析了上海某工业区3个印刷电路板厂生产车间和废气排放口的VOCs含量水平、组成特征和源成分谱.结果表明,在9月和12月2次采样期间,A、B、H厂生产车间总挥发性有机物(TVOCs)(9月/12月)最高浓度分别为(2.94/2.01)×10-9、(3.18/1.11)×10-6、(0.70/0.18)×10-9;废气排放口TVOCs最高浓度则分别为(0.86/0.90)×10-9、(31.2/12.0)×10-6、(1.24/0.30)×10-9.GC/MS分析结果表明,主要检出了烷烃、烯烃、苯系物、酮类、氯代烷烃、氯代苯类、酯类等7大类共67种VOCs化合物;A、B、H厂生产车间/废气排放口最高检出物和检出浓度分别为:2-丁酮6.73 mg.m-3/2-甲基己烷5.93 mg.m-3、乙酸乙酯8.90 mg.m-3/丙烷9.64 mg.m-3、丙烷2.04 mg.m-3/丙烷1.69 mg.m-3.苯、甲苯、二甲苯检出率均为100%,三厂各点位最高检出浓度/平均浓度分别为0.077 mg.m-3/0.035 mg.m-3、0.56 mg.m-3/0.31 mg.m-3、0.21 mg.m-3/0.12 mg.m-3(间+对-二甲苯)和0.081 mg.m-3/0.050 mg.m-3(邻-二甲苯).源成分谱和PCA分析结果表明,A、B厂的VOCs特征轮廓图谱较相似,特征化合物为苯、甲苯、二甲苯以及丙酮和2-丁酮;H厂主要特征污染物除三苯外,还有氯苯和氯代烷烃类化合物.结合原辅材料及生产工艺分析,溶剂、涂料使用和工艺过程的逸散是生产车间面源VOCs排放的主要来源,废气排放口是VOCs重点排放点源.     

滇池沉积物磷内负荷及其对水体贡献的研究

在滇池全湖选取 1 1 0个采样点 ,调查了沉积物磷的营养状况 ;外海不同方位选取 6个采样点 ,研究了沉积物磷的赋存形态、剖面分布及其对水体的贡献 .结果表明 ,滇池沉积物表层 ( 0～ 5cm)总磷含量主要变化在 2～ 3g·kg-1 ,最大值为 6 6 6g·kg-1 .沉积物剖面表明 ,表层总磷含量远高于底层 ,在 0～ 1 0cm总磷含量随深度增加而迅速降低 .在点 4、点 5和点 6 ,不同形态磷的含量顺序为NaOH P ,Org P >HCl P >BD P >NH4Cl P .滇池南部 (S1、S2 )沉积物钙结合态磷含量较高 ,表现为HCl P >NaOH P ,Org P >BD P >NH4Cl P(表层 0～ 2 0cm) .沉积物表层 0～ 1 0cm活性磷含量很高 ,且随深度增加含量急剧下降 ,滇池北部沉积物具有很大的释磷潜力 .可溶性磷在水 土界面的浓度梯度为沉积物磷向水体扩散提供了条件 ,在外源减少的情况下沉积物磷内负荷将在一定时间内成为滇池富营养化的主导因子     

连续施用污泥堆肥土壤剖面中重金属积累迁移特征及对小麦吸收重金属的影响

通过大田试验,定量研究连续施用污泥堆肥后土壤剖面中不同重金属积累迁移和对小麦吸收重金属的影响,为科学确定农田土壤重金属环境容量和农田土壤重金属污染防控提供依据.结果表明,连续4 a施用污泥堆肥农田耕层土壤(0~15cm)中Cu、Zn含量随污泥施用时间和施用量增加而显著增加,污泥施用带入的Cu、Zn在耕层土壤中积累率最高分别可达到75.3%和85.9%;污泥施用量较高时,Cu、Zn向土壤深层迁移,本试验条件下Cu可迁移至15~30 cm土层,Zn可迁移至60~90 cm土层;连续施用污泥堆肥4 a后,0~15 cm土层中Cd、Pb含量显著增加,与对照相比增幅分别是57.2%~165.2%、13%~34%,60~90 cm土层中Cr、As、Pb含量也显著高于对照;连续施用污泥堆肥小麦籽粒中Zn含量显著增加,增幅为13.3%~47.9%.部分污泥处理小麦籽粒中的Cr、Pb含量超出国家食品卫生标准(GB 2762-2012);4 a小麦收获对各重金属累计携出率均低于10%,小麦籽粒对Cu、Zn的累计携出量大于秸秆,而对Cr、As、Cd、Pb的累计携出量小于秸秆.随污泥施用量的增加,小麦收获对各重金属累计携出率降低.确定农田土壤重金属环境容量时要考虑重金属在土壤剖面中的向下迁移量.     

上海市化石燃料排放二氧化碳贡献量的研究

采用ORNL提出的化石燃料燃烧排放二氯化碳的计算方法研究了上海市1994～2005年二氯化碳的排放量。得出上海化石燃料排放的二氯化碳将由1994年的3299．7万t增加到2005年的4493．44万t。同时得出煤炭、石油、天然气排放的二氯化碳比重将分别由1994年的84．03％下降到2005年的72．04％，1994年的15．97％上升到2005年的18．35％、2000年的0.38％上升到2005年的4.1％。     

Quantification of ammonia and hydrogen sulfide emitted from pig buildings in Korea

The aim of this field study was to determine the concentrations and emissions of ammonia and hydrogen sulfide in different types of pig buildings in Korea to allow objective comparison between pig housing types in Korea and other countries. Concentrations of ammonia and hydrogen sulfide in the pig buildings averaged 7.5ppm and 286.5ppb and ranged from 0.8 to 21.4ppm and from 45.8 to 1235ppb, respectively. The mean emissions of ammonia and hydrogen sulfide per pig (normalized to 75kg liveweight) and area (m2) from pig buildings were 250.2 and 37.8mg/h/pig and 336.3 and 50.9mg/h/m2, respectively. Ammonia and hydrogen sulfide concentrations and emissions were higher in the pig buildings managed with deep-pit manure systems with slats and mechanical ventilation than in other housing types.     

Volatile organic compound emissions from wastewater treatment plants in Taiwan: legal regulations and costs of control

This study assessed volatile organic compound (VOC) emission characteristics from wastewater treatment plants (WWTPs) in five Taiwanese industrial districts engaged in numerous manufacturing processes, including petrochemical, science-based industry (primarily semiconductors, photo-electronics, electronic products and biological technology), as well as multiple manufacturing processes (primarily pharmaceuticals and paint manufacturing). The most aqueous hydrocarbons dissolved in the wastewater of Taiwanese WWTPs were acetone, acrylonitrile, methylene chloride, and chloroform for the petrochemical districts; acetone, chloroform, and toluene for the science-based districts; and chlorinated and aromatic hydrocarbons for the multiple industrial districts. The aqueous pollutants in the united WWTPs were closely related to the characteristics of the manufacturing plants in the districts. To effectively prevent VOC emissions from the primary treatment section of petrochemical WWTPs, the updated regulations governing VOC emissions were issued by the Taiwanese Environmental Protection Administration in September 2005, legally mandating a seal cover system incorporating venting and air purification equipment. Cost analysis indicates that incinerators with regenerative heat recovery are optimal for treating high VOC concentrations, exceeding 10,000ppm as CH(4), from the oil separation basins. However, the emission concentrations, ranging from 100 to 1000ppm as CH(4) from the other primary treatment facilities and bio-treatment stages, should be collected and then injected into the biological oxidation basins via existing or new blowers. The additional capital and operating costs required to treat the VOC emissions of 1000ppm as CH(4) from primary treatment facilities are less than US$0.1 for perm(3) wastewater treatment capacity.     

美军V/STOL飞机机载设备可靠性试验剖面研究

简述了美军垂直/短距起落飞机(V/STOL)飞机的特征和环境,提供了垂直/短距起落飞机的10个典型作战任务剖面及其飞行参数,分析了垂直/短距起落飞机和常规起落飞机的环境差异,给出了垂直/短距起落飞机每个作战任务剖面对应的可靠性试验剖面.