锦州湾水体中锌、铅、隔存在形式及分布规律的研究

本文研究了锦州湾海域水体中重金属锌、铅、镉各化学形态的含量及其各形态分布特征,其特征变化动态表明,该海域中重金属以可溶态为主要存在形式,其中以水合氧化物为重要清除载体.重金属除周边岩石风化物质的自然背景值外,主要来源于沿岸工厂排废.水体中重金属是在潮流水动力作用下,受各种理化因素的影响,产生迁移和转化.三种元素形态转化强度 Zn>Pb>Cd,它们污染程度为Cd>Zn>Pb.通过多元回归计算求得重金属与环境因素 pH 值(X_(PH))、Eh 值(X_(Eb))、氯度(X_(cl))、溶解氧(X_(DO))、化学耗氧量(X(COD))的多元一次方程.     

取代氮杂环类有机物水溶解度的估算与测定

本文采用一种修正的分子连接性指数研究了氮杂环类化合物水溶解度的定量结构性性质关系，这种修正的分子连接性指数是由原子半么取代原子的点价计算得来。逐步多元统计回归表明氮杂环的水溶解度和２阶及５阶原子半么分子连接性指数呈良好的相关性。     

钢筋混凝土平腹杆双肢柱的损坏及其修复

基于我国平腹杆双肢柱厂房的实际情况,分析了钢筋混凝土平腹杆双肢柱的破损机理,并提出了加固处理方法。     

加氢裂化装置硫的腐蚀与防护

对加氢裂化装置加工高硫原油后的腐蚀情况进行了分析,重点分析了装置加工高合硫原料油后出现的分馏塔顶系统的设备、管线H2S腐蚀问题.进行了205B-1型缓蚀剂的应用试验,取得了良好的缓蚀效果.     

聚合氯化铝中纳米Al13电荷特性及其混凝效果

采用聚丙烯酰胺凝胶柱层析法分离纯化聚合氯化铝(PAC)中的Al₁₃形态,并采用Al-Ferron逐时络合比色法和ZATESIZER 3000HSA测定仪对分离所得纳米Al₁₃形态以及AlCl₃和PAC进行了分析表征和电荷特性的对比性研究;采用烧杯实验法对3个样品处理实际和模拟水样的混凝效果进行了对比性研究.Al-Ferron逐时络合比色法的结果表明,采用层析法分离可得到含量99%左右的纳米Al₁₃形态;电荷特性和混凝效果研究结果表明纳米Al₁₃形态较其它两者具有更好的除浊、除腐殖酸和脱色效果并且具有更强的电中和能力,因此Al₁₃形态是一种具有较高正电荷和较高的水解稳定性,在给水和废水处理中的一种较为有效的Al形态.     

简易水处理活性炭的选择和应用方法

首先介绍活性炭性能测试与水处理活性炭选炭、吸附技术选择、工艺应用的关系,其次报导两个活性炭选用方面的改进方法。通过重新定义、整合、完善现有活性炭性能指标,建立了以酚值、碘值、亚甲基蓝、丹宁酸值为吸附性能指标的选炭方法。这四种指标化合物的分子量与直径覆盖了大多数有机污染物的范围,用此法可减少活性炭应用测试的炭型。在活性炭精选和吸附工艺应用研究中,用微型炭柱进行穿透实验可弥补缩小式传统型、小型炭柱的不足。相对于国外现用微型柱的实验方法,文中介绍的微型柱快速穿透（MCRB）方法的设备要求较低,操作简单,可以在国内大多数实验室中进行;遇过对多种污染物质的实验结果,建立了MCRB方法的可信性和适用性。这两种新方法完善了活性炭水处理研究的实验体系,可降低其应用于水与污水处理的成本,有利于中国的环境保护。     

基于地基监测的人为源温室气体排放通量反演研究进展

不同尺度下温室气体的空间分布及变化趋势是研究气候变化的基础,也是评估相关减排政策实施效果的重要依据。当前碳排放核算主要基于排放清单,不确定性较大。基于监测数据的碳排放核算能够有效评估和修正排放清单结果,是对当前方法的有效补充。国内温室气体的监测主要针对污染源和环境浓度,对于人为源温室气体排放通量的监测研究较少。该文分析了近年来国内外基于地基监测的人为源温室气体排放通量研究,主要的研究方法可分为2类:柱浓度空间分布结合三维风场数据反演排放通量;结合实测体积分数、大气扩散模型和统计优化模型修正先验排放通量结果,以获取更准确的后验排放通量。通过分析和对比2种方法的优势和局限,讨论不同通量反演方法的适用场景。建议我国未来应构建适用于不同空间尺度的温室气体通量监测反演体系,综合利用多种监测手段,以校核验证排放清单,并为制定温室气体减排策略和评估应对气候变化工作成效提供技术支撑。     

Influence of complexation on lead(II) and cadmium(II) percolation through a clay liner

Wastes are usually stocked in waste disposals without any pre-treatment. Runoff waters lead to the formation of leachates containing mineral and organic pollutants. In order to prevent groundwater contamination, a double barrier is placed on the landfill bottom. The first one is an active barrier made up of a draining system and a geomembrane, and the second one, consisting of a clay liner allowing pollutant retention, is considered as a passive system. The aim of this work is to evaluate the complexation impact on the organic and inorganic retention. Percolations on columns filled with clay are performed, which allow a better knowledge of the transfer of metallic pollutants, complexed or not, through a model porous media, considering charge and conditional stability of complexes.     

Determination of chlorothalonil residues in coffee

Coffee beans were treated with the fungicide chlorothalonil (2,4,5,6‐tetrachloro‐1,3‐benzene‐dicarbonitrile) and the residues were determined by high‐performance liquid Chromatograph (HPLC). Several techniques including Soxhlet extraction (SE), microwave‐assisted extraction (MAE) and accelerated solvent extraction (ASE) were compared for the extraction of residues. A column clean‐up procedure was developed to remove the co‐extractives in the extract before HPLC analysis. The overall mean recoveries from extracts obtained by SE, MAE and ASE were 89.2 ±3.9, 88.4 ±1.9 and 82.8 ±0.3, respectively. The results show that MAE followed by HPLC is a viable alternative to the commonly used SE and gas Chromatographic analysis for the determination of chlorothalonil in coffee.     

Chelant-assisted pulse flushing of a field Pb-contaminated soil

Laboratory experiments on a lead-contaminated soil were carried out to test the effects of chelant addition on metal leachability using column tests. Tests were aimed at studying metal mobilisation upon application of two different chelating agents (ethylenediaminetetraacetic acid [EDTA] and ethylenediaminedisuccinic acid [EDDS]). Column operation was arranged to simulate a flushing treatment in which the chelating agent is applied in a pulse mode to the soil for one bed volume, while deionised water was continuously introduced for the rest of the experiment. Two different concentrations (3 and 5 mmol·kg ^?1 respectively) of the two chelating agents and a control solution (deionised water) were tested in separate experiments; pH, total organic carbon and the total concentrations of Pb, Zn, Fe, Cd, Cu and Ni were monitored during each run. A seven-step sequential extraction procedure was used to evaluate metal partitioning and concentration in the contaminated soil after treatment as a function of depth. The results showed the effect of the nature of flushing solution on the hydraulic behaviour of the columns. Metal concentrations in the leachate increased considerably upon the application of chelants, thus indicating their suitability for metal extraction from contaminated soils. In view of full-scale application of soil flushing, particular concern should also be devoted to ensuring a homogeneous distribution of the solution within the contaminated area and an efficient collection of the exhausted extracting solution, as well as to recovering and recycling the chelating agent used.