Treatability studies of naphthalene in soil,water and air with persulfate activated by iron(Ⅱ)

Chemical oxidation was applied to an artificially contaminated soil with naphthalene (NAP). Evaluation of NAP distribution and mass reduction in soil, water and air phases was carried out through mass balance. Evaluation of NAP distribution and mass reduction in soil, water and air phases was carried out through mass balance. The importance of the air phase analysis was emphasized by demonstrating how NAP behaves in a sealed system over a 4 hr reaction period. Design of Experiments method was applied to the following variables: sodium persulfate concentration [SP], ferrous sulfate concentration [FeSO₄], and pH. The system operated with a prefixed solid to liquid ratio of 1:2. The following conditions resulted in optimum NAP removal [SP] = 18.37 g/L, [FeSO₄] = 4.25 g/L and pH = 3.00. At the end of the 4 hr reaction, 62% of NAP was degraded. In the soil phase, the chemical oxidation reduced the NAP concentration thus achieving levels which comply with Brazilian and USA environmental legislations. Besides the NAP partitioning view, the monitoring of each phase allowed the variabilities assessment over the process, refining the knowledge of mass reduction. Based on NAP distribution in the system, this study demonstrates the importance of evaluating the presence of semi-volatile and volatile organic compounds in the air phase during remediation, so that there is greater control of the system as to the distribution and presence of the contaminant in the environment. The results highlight the importance of treating the contaminant in all its phases at the contaminated site.     

兰州城区大气粒子态汞的污染状况

通过调查发现在市工业区，粒子态汞浓度高，冬，夏平均值为０．９１和１．００ｎｇ／ｍ＾３，最高达１．９２ｎｇ／ｍ＾３，冬夏季无显著性差异，秋季浓度低，交通频繁区和交通商业混合区冬季平均值０．４５ｎｇ／ｍ＾３，夏季０．４９ｎｇ／ｍ＾３在清洁区大部分在０．１０ｎｇ／ｍ＾３左右，最低０．０７０ｎｇ／ｍ＾３，显示夏季和城区粒子态汞浓度偏高的特征。工业区粒子态汞主要是由人为污染产生的气态汞吸附在同一污染源的粒尘     

无机痕量分析中预富集技术的应用现状及前景

综述了预富集技术在无机痕量分析中的应用，概述了国内外最新进展，介绍了主要技术及方法的特点，大量文献表明预富集技术用于痕量分析取得满意的效果，降低了检测限，提高了灵敏度。     

我国海洋环境污染监测质量保证的回顾与展望

我国海洋环境污染监测质量保证的发展历史可大致分为三个阶段：孕育阶段（１９７２～１９７７年）起步阶段（１９７８～１９８３年）和发展阶段（１９８４～）。各个阶段有不同的特色和侧重点，１９７８年前主要探索与污染物质的分析方法，１９８４年后是监测质量保证工作进入管理时期。     

分光光度法测定染色废水的色度

为消除测定染色废水色度的主观误差，采用分光光度法测定染色废水的色度，与稀释倍数法相比，具有精确，重现性好，适用范围广等特点，ＰＨ值对色度的测定有明显影响，控制ＰＨ值为７．６０，测定色度具有可比性。     

合成洗涤剂对小鼠诱变性研究

连续５天腹腔注射同一剂量（１／５ＬＤ５０）的合成洗涤剂，取小鼠骨髓细胞测定嗜多染色红细胞的微核率，研究表明，３种合成洗涤剂（加大香洗衣粉，洁牌餐具洗涤剂，恩威高级餐具洗洁精）使小鼠微核率有所增高，但恩威，洁牌餐具洗涤剂与对照无显著性差异。     

Temperature and Concentration Effects in Biomonitoring of Organic Air Pollutants

Up to now only very few studies in biomonitoring of organic air pollutants have been published taking into account the strong influence mean temperatures have on the accumulation process into plants during the course of the exposition. Temperature governed sorption as well as the plants vitality pose a major source of uncertainty making inter-study comparisons difficult. Different surface-to-volume ratios of plant foliage lead to strongly varying concentration effects in different plant species. Moreover a plants content of waxes and lipids must be considered in order to relate xenobiotic concentrations to the compounds being most efficient in the bioaccumulation process. Some of these factors are evaluated in regard to the use of plants as biomonitors for organic air pollutants. Another aim is to deduce the mean ambient gas phase concentrations from PAH concentrations determined in the biomonitor plants using vegetation-air partitioning coefficients which have been corrected for temperature dependent sorption as well as the plants lipid content. Restrictions of such approaches and methods of biomonitoring in general are discussed.     

基于亨利定律的水中臭氧浓度检测方法研究

为提高水中臭氧(O_3)浓度检测方法的普适性、准确性和便捷性,提出了一种新的非接触式的水中O_3浓度检测方法。基于亨利定律(Henry’s Law),采用电化学方法,建立空气中O_3浓度与水中O_3浓度的回归方程,从而推导出水中O_3浓度。实验结果显示,水体O_3传感器的检出限为0.02 mg/L,检测上限为0.40 mg/L,可决系数R~2为0.998 9,相对误差最大值为7.05%,相对标准偏差最大值为2.82%。实际样品检测显示,水体O_3检测传感器的检测结果与O_3快速测定试剂盒(DPD法)的检测结果完全吻合。该方法不但综合了智能传感器的小型化、网络化、实时测量等特性,而且结构简单、成本低、响应快,适用于水体中O_3浓度的快速检测。     

汕头港湾附近水域潮流特征和污染物扩散的数值计算 Ⅰ汕头港湾附近水域潮流特征及数值模拟

汕头港湾附近水域的潮流特征，由于拦沙堤的建成及港池附近河道变窄而发生了一些变化。本文在取得现场实测资料的基础上，采用沿深度平均的二维浅水潮波方程，对该水体的潮流场进行了数值模拟计算，重现出潮流场在一个潮周期中的变化过程，分析潮流对污染扩散的作用。     

汕头港水域温排水热扩散的三维数值模拟

本文建立了汕头港水域温排水扩散的三维数学模型，并采用特征差分方法求其解，对该法在三维情况下的稳定作了推导，给出了判断公式，上述模型被应用于汕头热电厂废热水排放的环境影响评价中，实例计算表明，该模型算法程序简单，计算结果合理。