优化混凝工艺及操作规范的研究与进展

水质的急剧恶化、科学技术的迅速发展与日趋严格的水质标准,对传统混凝工艺提出了严峻的挑战,同时也赋予其新的发展机遇.基于水源微污染现状和消毒副产物控制及安全供水的目标,针对性地提出优化混凝工艺及其操作规范成为目前推动水工业发展的重点所在.本文从评估体系、混凝剂优化、混凝过程优化、絮体结构形成优化以及系统优化控制等角度对优化混凝技术加以综合介绍,并进一步对若干主要研究进展与发展方向加以评述,以推动优化混凝工艺及操作规范的建立与发展.     

Factors influencing the photodegradation of N -nitrosodimethylamine in drinking water

In order to provide basic data for practical application, photodegradation experiment of N-nitrosodimethylamine (NDMA) in aqueous solution was carried out with a low-pressure Hg lamp. Effects of the initial concentration of NDMA, solution pH, dissolved oxygen, and the presence of humic acid on NDMA photodegradation were investigated. NDMA at various initial concentrations selected in this study was almost completely photodegraded by UV irradiation within 20 min, except that at 1.07 mmol/L, NDMA could be photodegraded almost completely in the acidic and neutral solutions, while the removal efficiency decreased remarkably in the alkaline solution. Dissolved oxygen enhanced the NDMA photodegradation, and the presence of humic acid inhibited the degradation of NDMA. Depending on the initial concentration of NDMA, NDMA photodegradation by UV obeyed the pseudo-first-order kinetics. Dimethylamine, nitrite, and nitrate were detected as the photodegradation products of NDMA. ¹O₂ was found to be the reactive oxygen species present in the NDMA photodegradation process by UV, based on the inhibiting experiments using tert-butanol and sodium azide.     

西南地区酸雨形成大气化学过程

通过野外观测、实验室实验和数值模拟研究了西南地区酸雨形成大气化学过程.新认识如下:①人为排放引起的酸雨及空气污染,目前尚未明显波及到西藏高原;②在重污染区SO_2污染严重,不管降水云是否酸性或污染,降水总是酸性、受污染的,云下洗脱痕量气体及颗粒物起重要作用,氧化剂是降水酸化的控制剂;③在典型农村地区,降水化学组成依赖于降水云的化学组成,即依赖于云化学,酸化过程中SO_2是控制剂;④该地区主要氧化剂是H_2O_2,高度越高,云水中H_2O_2含量越高;⑤该地区是硫酸型酸雨,硝酸含量有上升趋势,在考虑降水酸度时有机酸贡献不可忽视;⑥降水中很多元素来自颗粒物,颗粒物缓冲参数化并耦合到云下洗脱模型中,大大缩小了观测与数值模拟的降水酸度之差.     

应用大型原状土柱渗漏计测定冬小麦-夏玉米轮作期硝态氮淋失

从 1998— 2 0 0 0年 ,利用土壤溶液提取器和大型原状土柱渗漏装置 (面积 0 18m2 ,2m深 )田间观测了北京地区冬小麦 夏玉米轮作期间的NO-3 N淋失 .设置对照和常量氮肥水平两个处理 .土柱渗出液的NO-3 N平均浓度 ,对照处理为 35 0mg L ,常量施氮土柱为 5 5 6mg L ;NO-3 N淋失通量 ,对照处理为 1 3g (m2 ·a) ,常量施氮土柱为 2 0g (m2 ·a) ;氮肥表观淋失百分数分别为 10 %、0 86 %和 0 5 4%,受年降雨变化的影响非常明显 .常量氮肥施用条件下 0— 2 0 0cm土壤提取液和土柱底部渗出液的NO-3 N浓度 ,都超过饮用水卫生标准 10mg L ,因此 ,常量施氮水平引起的硝态氮对浅层地下水的污染不容忽视 .     

沉积物颗粒表面分形特征的研究

通过一阶分子连接性指数^1X与分子表面积TSA之间的相关性计算出吸附分子的尺度，采用分形吸附等温线法计算出妫河沉积物的Ds为2．379，官厅沉积物的Ds为2．836．基于沉积物对N2的吸附．脱附等温线数据，采用FHH(Frenkel-Halsey-Hill)方程计算出两种沉积物的表面分形维数Ds，发现官厅沉积物与妫河沉积物的Ds相差不大；温度影响Ds主要是由于升温改变了沉积物的组成与结构．在本实验中采用热力学模型(thenmodynamic model)计算出的Ds值大都超过3．此外，沉积物的Ds与其比表面积、矿物含量、CEC、有机质的相关性差．以萘、菲、芘作为码尺计算出的Ds并不完全是表面空间填充能力的客观表现，而是表面吸附过程的一个重要的综合性特征参数．     

The social and environmental costs associated with water management practices in state environmental protection projects in Xinjiang,China

Since the late 1970s the central government of China has initiated several ecological environmental protection projects. The most significant of these has been the tui geng huan lin (returning cultivated land to forest and pasture) project in operation since the late 1990s. China's northwest region is characterized by lack of water resources, yet such resources are of vital importance. There is scant discussion in the literature (including in China) on the linkages between the environmental protection projects and water management practices. This paper analyses how central government environmental protection projects are interpreted in the local setting, and how local water management policies and practices correspond to the projects. The conclusion is that local water management policies and practices are interlinked with both central government and local government policies on the environmental protection projects, and a new process for the redistribution of water has been established. When equity and social costs are not factored into the planning of new environmental protection projects, the social costs may be as high as the environmental costs.     

Characterization of volatile organic compounds in the urban area of Beijing from 2000 to 2007

Beijing is one of the most polluted cities in the world. In this study, the long-term and continuous measurements of volatile organic compounds (VOCs) in the urban area of Beijing, specifically at Beijing 325 m Meteorological Tower, were conducted from 2000 to 2007. The annual record of VOC trends exhibited in two different phases was separated in 2003. Records show that VOC concentrations increased from 2000 to 2003 due to the abrupt increase in vehicle number. Contrarily, since 2003, there had been a decrease in VOCs concentrations as the policy on gasoline and air pollution was implemented. Toluene, benzene, and i-pentane are the chemicals that abound in and are directly related to vehicle activity, such as in vehicle exhaust and gasoline evaporation. Furthermore, records indicate that there had been seasonal variation in VOCs levels in that VOCs level in summer is higher than that in winter. As such, temperature is considered to significantly contribute to VOCs in Beijing. Records also show that VOCs level was high in the morning and during rush hours in the evening. In contrast, VOCs level was low during midday due to photochemical destruction with OH radical and dilution effect. In this study, a particular benzene to toluene ratio range (0.4-1.0) was used as the indicator of air propelled by vehicular exhaust. We also applied the correlation coefficients between BTEX and i-pentane to evaluate evaporation influence to ambient BTEX in the Beijing urban area.     

高铁酸钾调理改善活性污泥脱水性能的反应机制研究

研究了高铁酸钾(K_2FeO_4)对处理活性污泥脱水性的效果,重点考察了不同pH和剂量条件下,K_2FeO_4调理对污泥过滤脱水特性和胞外聚合物(EPS)分布和组成的影响,以深入认识K_2FeO_4调理污泥的反应机制.研究表明,K_2FeO_4调理效果随pH值的降低而改善,其不仅有氧化裂解作用导致结合型EPS(BEPS)释放,同时其还原产物三价铁离子兼具混凝功效,能够通过电中和与界面吸附去除部分溶解性EPS(SEPS),同时压缩EPS结构,增强污泥絮体结构.此外,当pH值为3,K_2FeO_4投加量为0.1 g·g~(-1)(以TSS计)时,污泥过滤脱水速率和程度均达到最佳.过量投加K_2FeO_4(0.2 g·g~(-1),以TSS计)后,BEPS大量释放,污泥过滤阻力增加,脱水性能恶化.     

水源区河流非点源污染物入河量计算的水质方程反演方法

以水质一维流方程为基础,建立了水源地区非点源污染物入河量计算的反演模型;计算了浙江省湖州市老虎潭水库水源地区各条支流的非点源污染物入河量;并通过对实测水文水质参数的统计,采用Monte Carlo模拟方法,分析了模型各输入参数的敏感性.由于该模型所有敏感参数都可以实测获得,避免了关键参数取值的人为主观因素的影响,保证了非点源污染过程定量分析的客观性;该模型在计算非点源污染物入河量时不受时间的限制,可以根据研究区域的水文水质监测频率计算任意时段内的非点源污染物入河量.结果表明,该水源区所有溪流中的氮、磷污染物负荷量都与溪流流量呈极显著正相关(r0.90,p0.01),因此,丰水期是非点源污染物入河的集中期;对输入参数的敏感性分析显示,对模型输出结果影响最大的是溪流的流量,其次是段末浓度和背景浓度,综合降解系数和流速的影响较小.     

生物反应器填埋场系统的特性研究

对生物反应器填埋场系统的运行特性进行研究。结果表明：生物反应器填埋场系统有助于渗滤液中有机物进行分相降解，在渗滤液的净化和填埋场垃圾的稳定化上优于渗滤液直接循环系统。并且提出了生物反应器填埋场的产气和基质降解过程的特性参数和动力学方程。