铅元素人为循环环境释放物形态分析

环境中铅污染物来自于物质人为循环的环境释放,铅释放物的形态差异意味着其在环境介质中迁移和转化的起始状态不同.确定铅元素人为循环环境释放物的形态,可以为环境风险评估和源头管理提供科学依据.本研究通过追踪铅元素人为循环流动过程,应用物理化学分析方法,辨识生命周期各阶段环境释放物中铅元素的形态,并以2010年为例,定量分析中国铅元素人为循环中环境释放物的形态分布特征.结果表明,2010年中国铅人为循环中环境释放物主要形态表现为PbSO4,约占总量的23.4%;其次是PbO、Pb和PbCO3,共占总释放量的46.2%.国内每消费1 kt精铅,将向环境释放547.9 t的铅,这些环境释放物中73.3%来源于产品使用阶段和废物处置与回收阶段;从形态看,PbSO4占释放物的量为128.2 t,主要来源于生产阶段和废物处置与回收阶段,PbO、Pb和PbCO3则分别主要来源于废物处置与回收、产品使用和生产几个阶段.     

Simultaneous removal of dissolved organic matter and bromide from drinking water source by anion exchange resins for controlling disinfection by-products

Anion exchange resins （AERs） with different properties were evaluated for their ability to remove dissolved organic matter （DOM） and bromide, and to reduce disinfection by-product （DBP） formation potentials of water collected from a eutrophic surface water source in Japan. DOM and bromide were simultaneously removed by all selected AERs in batch adsorption experiments. A polyacrylic magnetic ion exchange resin （MIEX） showed faster dissolved organic carbon （DOC） removal than other AERs because it had the smallest resin bead size. Aromatic DOM fractions with molecular weight larger than 1600 Da and fluorescent organic fractions of fulvic acid- and humic acid-like compounds were efficiently removed by all AERs. Polystyrene AERs were more effective in bromide removal than polyacrylic AERs. This result implied that the properties of AERs, i.e. material and resin size, influenced not only DOM removal but also bromide removal efficiency, MIEX showed significant chlorinated DBP removal because it had the highest DOC removal within 30 rain, whereas polystyrene AERs efficiently removed brominated DBPs, especially brominated trihalomethane species. The results suggested that, depending on source water DOM and bromide concentration, selecting a suitable AER is a key factor in effective control of chlorinated and brominated DBPs in drinking water.     

Channel and Perennial Flow Initiation in Headwater Streams: Management Implications of Variability in Source-Area Size

Despite increasing attention to management of headwater streams as sources of water, sediment, and wood to downstream rivers, the extent of headwater channels and perennial flow remain poorly known and inaccurately depicted on topographic maps and in digital hydrographic data. This study reports field mapping of channel head and perennial flow initiation locations in forested landscapes underlain by sandstone and basalt lithologies in Washington State, USA. Contributing source areas were delineated for each feature using a digital elevation model (DEM) as well as a Global Positioning System device in the field. Systematic source area–slope relationships described in other landscapes were not evident for channel heads in either lithology. In addition, substantial variability in DEM-derived source area sizes relative to field-delineated source areas indicates that in this area, identification of an area–slope relationship, should one even exist, would be difficult. However, channel heads and stream heads, here defined as the start of perennial flow, appear to be co-located within both of the lithologies, which together with lateral expansion and contraction of surface water around channel heads on a seasonal cycle in the basalt lithology, suggest a controlling influence of bedrock springs for that location. While management strategies for determining locations of channel heads and perennial flow initiation in comparable areas could assign standard source area sizes based on limited field data collection within that landscape, field-mapped source areas that support perennial flow are much smaller than recognized by current Washington State regulations.     

Effect of plant harvest on methane emission from two constructed wetlands designed for the treatment of wastewater

The emission of methane from two constructed wetlands [a free water surface flow system (FWS) and a subsurface flow system (SF)], constructed for the treatment of waste water, was evaluated at different sites inhabited by reeds (Phragmites communis), to test the effects of plant harvest. High methane emission was recorded immediately after harvesting in both wetlands. Several days after harvesting, the emission decreased in the FWS but remained high in the SF. The variation was significantly influenced by temperature, with lower emission and higher dissolved CH(4) in water occurring at lower temperatures. Both the emission and concentration of dissolved CH(4) were also influenced significantly by water quality, wetland design, level of stalk butt left above the water level, etc. The methane flux was explained on the basis of rizhospheric methanogenic and methanotrophic microbial populations. FISH analysis indicated the presence of Type A and Type B methanotrophs in both wetlands, and the methane flux was directly influenced by the quantitative variation in methanogenic and methanotrophic bacteria in both wetlands.     

Confronting limitations: new solutions required for urban water management in Kunming City

Despite continuous investment and various efforts to control pollution, urban water environments are worsening in large parts of the developing world. In order to reveal potential constraints and limitations of current practices of urban water management and to stimulate proactive intervention, we conducted a material flow analysis of the urban water system in Kunming City. The results demonstrate that the current efficiency of wastewater treatment is only around 25% and the emission of total phosphorous from the city into its receiving water, Dianchi Lake, is more than 25 times higher than its estimated tolerance. With regard to the crisis of water quantity and quality, the goal of a sustainable urban water environment cannot be attained with the current problem-solving approach in the region due to the technical limitations of the conventional urban drainage and treatment systems. A set of strategies is therefore proposed. The urban drainage system in Zurich is used as a reference for a potential best-available technology for conventional urban water management (BAT) scenario in terms of its low combined frequency of sewer overflow.     

石化企业伤亡事故率的系统动力学仿真

针对石化企业伤亡事故率的复杂性和与企业运行的系统相关性,为了科学地预测伤亡事故率,提出了利用系统动力学对石化企业伤亡事故率进行仿真试验的方法.在对石化企业伤亡事故率进行了系统动力学分析之后,建立了石化企业伤亡事故率系统动力学仿真模型,对某石化企业进行了仿真试验,并分析了仿真试验的结果.试验应用表明,利用系统动力学对石化企业伤亡事故率进行仿真是科学有效的.     

骆马湖泥-水界面磷铁硫原位同步变化特征

利用薄膜梯度扩散（DGT）原位采样装置获取了骆马湖全湖8个典型湖区泥-水界面（SWI）活性磷（P）、铁（Fe）、硫（S）垂向分布信息，据此定量估算三者交换通量.结果表明，骆马湖沉积物剖面P、Fe、S浓度范围分别为0~2.05，0~11.10和0.01~0.63mg/L，并在微小尺度呈高度空间异质性.在水平方向上活性P、Fe主要表现为西北湖区高于东南湖区，而活性S则未表现出明显的分布规律；就垂直剖面而言，活性P、Fe、S自界面向下呈升高趋势，并在60mm深度内出现峰值，且活性P和Fe剖面呈明显的同步变化特征；活性P、Fe在多数点位具有显著的正相关性（r>0.65，P<0.01），且各采样点沉积物中的总铁与总磷比值[w（∑Fe）/w（∑P）]均高于15，这表明Fe的地球化学循环过程对于骆马湖内源磷释放起重要控制作用；8个采样点样品中活性P、Fe、S交换通量分别为0.066~0.698，1.671~5.592和0.007~0.071mg/（m²·d），表明P、Fe、S由沉积物向水体释放.西北湖区表现出较高的P通量和活性P浓度，这可能会增加南水北调过程中水质污染的风险，应予以重视.以上结果支持了P、Fe耦合释放机制，明确了骆马湖SWI的活性P、Fe、S迁移特征.     

碱性树脂吸附碳酸氢盐水溶液中甲酸的研究

采用静态法测定了5种树脂对碳酸氢钾溶液中甲酸的交换吸附量，其中，D293强碱性阴离子交换树脂具有最高的交换吸附量，考察了温度对D293树脂交换吸附量的影响。在30℃条件下，利用静态法测定了甲酸在D293树脂上的吸附等温线，在低的甲酸浓度范围内，Langmuir方程比Freundlich方程能更好地描述树脂对甲酸的吸附；同时，测定了甲酸在D293树脂上的穿透曲线。     

论水工程设施收集的水资源的所有权归属

雨水收集设施等水工程日益得到应用,需要解决雨水收集设施等水工程设施收集的水资源的所有权。因大气降水是一种自由资源,不属于《宪法》中的"水流"或《水法》中的"水资源"的范畴,雨水收集设施等水工程设施收集的水资源所有权不能适用《宪法》、《水法》的规定,而是取决于雨水收集设施等水工程设施的所有权。雨水收集设施等水工程设施不是土地的组成部分,所有权包括国家所有、集体所有、其他组织和个人所有等形式,因此,雨水收集设施等水工程设施收集的水资源所有权自然包括国家所有、集体所有、其他组织和个人所有。但水工程设施不是公益性、大中型的水利设施,允许其他投资主体投资,其所有权应以集体、个人所有为主要形式     

基于神经网络的泥石流预测

作者用神经网络方法对泥石流预测进行了探讨，讨论了训练参数的选择及训练方法，并结合泥石流预报的具体情况，对ＢＰ模型进行了适当的改进。研究表明，模型及算法是可行的。