ICP-MS法测定地下水中痕量元素的条件选择

采用氦气碰撞模式和内标法抑制ICP-MS测试地下水中痕量元素的多原子离子干扰和基体效应。探讨He流量、内标元素、宏量离子等因素对测定的影响,结果表明:187Re、208Pb响应值与He流量呈线性下降模型,其他离子为指数下降模型,He流量为2. 5 m L/min～3. 0 m L/min时满足地下水质量分级测定要求;内标元素的响应因子随质量浓度的增大而降低,16. 0μg/L以上时趋于稳定;酸度显著影响测定误差,选用较大质量数的内标元素和保持样品酸度的一致可提高测定的准确度。     

电解法处理废料贵铅的电极极化研究

以含金银铅废料制成贵铅为原料,利用电化学热力学和动力学理论,对贵铅电解法实现金银与铅的分离和得到纯铅的电极过程极化行为与工艺条件的关系进行了研究。从而确定了贵铅电解时的电解液组成为［ｐｂ２＋］７０ｇ／Ｌ,温度为４０℃,β－萘酚／胶联合添加剂等工艺条件．同时根据动力学的研究证明了贵铅电解的电极反应速度受扩散控制,其扩散速度常数Ｋ扩＝１．９１７×１０－３ｃｍ／ｓ。扩散层厚度为０．００５１ｃｍ,在ηｋ＝７５ｍＶ时的阴极过程活化能为１６．１０ｋＪ／ｍｏｌ,为贵铅电解工业分离回收金银铅提供了可靠的理论依据和设计参数。     

铝电解自焙槽烟气聚凝静电新干法治理研究

铝电解自焙槽烟气净化过程中采用聚凝技术对烟气进行预处理 ,选用高压静电除尘器 ,摒弃集中净化 ,采用小单元集约化方式。自焙槽烟气中烟尘净化率 99 83% ;总氟净化率 94 39% ;沥青烟净化率 5 9 87%。     

微电解-催化氧化-吸附法处理二硝基苯废水

二硝基苯生产废水具有硝基苯类化合物浓度高,盐量高,难降解等特点.CODCr的平均质量浓度为10 g/L,含盐量达30 g/L.采用微电解-催化氧化-吸附法对该废水进行处理.结果表明:经微电解处理后硝基苯类物质的去除率可达90%以上,铁碳还原后的废水再经催化氧化和活性炭吸附后,废水的CODCr去除率达到96%,硝基苯类物质、色度的去除率接近100%,出水可达到<污水综合排放标准>(GB8978-1996)规定的三级排放标准,是一种效果良好的二硝基苯类废水的处理方法.     

pH对电解处理垃圾渗滤液的影响

在不同的pH值条件下对氯离子和重金属离子含量不同的渗滤液和邻硝基苯酚人工模拟废水进行了电解处理,着重考察了不同pH值条件下氯离子浓度和重金属离子种类对有机物电解去除效果的影响。结果表明,电解处理过程中, pH值对有机物电解去除效果的影响与渗滤液的水质有关,尤其与渗滤液中氯离子和重金属离子浓度以及重金属离子种类有关。在pH＝2的条件下电解处理氯离子和重金属离子含量均很低的渗滤液,有利于有机物的氧化去除;在pH=9的条件下电解处理氯离子和重金属离子浓度均较高的渗滤液,其COD的电解去除效果最好;在pH=2或pH=12的条件下电解处理氯离子浓度高而重金属离子浓度低的渗滤液,能促进有机物的氧化分解。在一定浓度范围内,渗滤液中无机变价离子的组成不同,电解处理垃圾渗滤液的最佳pH值也不同。     

深化内部改革的实践与思考

介绍了杭州市环境监测中心站进行内部改革的总体目标,指导思想、基本做法和初步成效。提出了统一思想,提高认识,转变观念是做好改革工作的前提;征询意见,深入调查是制订改革方案的必要过程;完善考核制度是改革工作取得成效的保障。指出改革是大趋势,需要以科学、严谨的态度,不断充实和完善其实质内容。     

Effect of Sb dopant amount on the structure and electrocatalytic capability of Ti/Sb-SnO2 electrodes in the oxidation of 4-chlorophenol

Ti/Sb-SnO_2 anodes were prepared by thermal decomposition to examine the influence',of the amount of Sb dopant on the structure and electrocatalytic capability of the electrodes in the oxidation of 4-chlorophenol.The physicochemical properties of the Sb-SnO_2 coating were markedly influenced by different amounts of Sb dopant.The electrodes,which contained 5% Sb dopant in the coating, presented a much more homogenous surface and much smaller mud-cracks,compared with Ti/Sb-SnO_2 electrodes containing 10% or 15% Sb dopant,which exibited larger mud cracks and pores on the surface.However,the main microstructure remained unchanged with the addition of the Sb dopant.No new crystal phase was observed by X-ray diffraction(XRD).The electrochemical oxidation of 4-chlorophenol on the Ti/SnO_2 electrode with 5% Sb dopant was inclined to electrochemical combustion;while for those containing more Sb dopant,intermediate species were accumulated.The electrodes with 5% Sb dopant showed the highest efficiency in the bulk electrolysis of 4-chlorophenol at a current density of 20 mA/cm~2 for 180 min;and the removal rates of 4-chlorophenol and COD were 51.0% and 48.9%,respectively.     

镀铜铁内电解预处理含酚废水的研究

采用镀铜铁内电解法对焦化含酚废水进行预处理,其酚类去除率比传统的铁炭内电解、铁铜内电解高,60min去除率可达71.45%。探讨了pH值、镀铜量、镀铜铁的投加量以及处理时间对处理效果的影响。连续进水小试试验出水水质稳定,酚类去除率在50%左右,不会引起板结问题。     

导流电解法处理含酚废水的研究

阐述了电解法处理废水的基本原理。通过试验确定了用该法处理含酚废水的最佳工艺条件,出水的酚浓度、pH均达到国家排放标准。该法工艺过程简单,处理效果好,无二次污染。经济分析结果表明,该法处理含酚废水的费用低于传统的电解法。     

Experiments on mixing and dissipation in internal solitary waves over two triangular obstacles

A series of laboratory experiments was undertaken in a stratified two-layer fluid to investigate the energetics of the interaction between an internal solitary wave (ISW) and triangular obstacles, as well as to determine the partitioning of ISW energy and its subsequent dynamics. The ISW energy was dissipated as a result of internal breaking and turbulent mixing induced by wave instability. Tests involving different combinations of triangular obstacles in various heights and intervals and ISW of different amplitudes were performed. The wave features resulting from the interaction of an ISW and double obstacles were found to differ from those of single obstacle. The incident energy of an ISW was either reflecting back from the obstacles, dissipated through turbulent mixing, or transmitted over the double obstacles. Reduction in wave energy increased as the intervals between obstacles reduced. For two obstacles in different heights, energy dissipation was greater in the case with a higher obstacle ahead of a lower one. However, the overall performance was dependent on the relative height of the obstacles, relative water depth of the upper and bottom layer, in addition to the intervals between the obstacles.