流动注射在线UV消解测定环境水体中的总氮研究

采用San++流动分析仪在线UV消解测定环境水体中的总氮,样品浓度在0.00~5.0 mg/L与峰高有良好的线性关系(r=0.999 6)。进行了标准样品考核和实际水样的流动注射法和国标方法的比对分析。实验结果表明:采用流动注射在线消解测定水中TN,其标样测定值均在保证值范围内,相对标准偏差小于3%;两种方法测定实际水样的结果无显著性差异且具有很好的一致性,加标回收实验的回收率在90.0%~97.7%之间,能满足地表水及排放废水中TN监测要求。     

美人蕉根系对不同基质结构水平潜流人工湿地水力特性的影响

为了研究植物根系对不同基质结构潜流人工湿地水力特性的影响,根据填料渗透系数,分别设置单层及多层基质结构潜流人工湿地小试实验系统,以美人蕉作为湿地植物,在植物栽种前与成熟后对两系统分别开展示踪试验研究.实验结果表明,美人蕉根系对于单层结构人工湿地水力特性有较明显的改善作用,有效体积从0.49提高到了0.53,短路值由0.60降低到0.41,水力效率提高最大由43%提高到59%.比较而言,植物根系对多层结构湿地有效体积和短路值有轻微负面影响,而对水力效率则有明显的改善作用(由64%提高到83%).此外,植物成熟后,两人工湿地系统中示踪剂回收率均有所下降,其中,单层结构湿地降低较显著,回收率由72%降到62%.可见,植物根系对系统水力特性有较大影响,应在人工湿地设计过程中给予考虑.     

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.     

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.     

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。     

粘性泥石流一维运动数学模型

粘性泥石流是指自然界中最典型的一种泥石流。作者依据野外原型观测和室内实验，证实该类流体具有带流核的层流特征并可用宾汉（Ｂｉｎｇｈａｍ）模型来表达。在此基础上推导其阻力和平均流速计算方法。我们认为，粘性泥石流作为不可压缩连续介质流体，符合质量、动量守恒律，因此可采用纳维－斯托克斯方程组来表达。考虑到它为拟线性双曲型偏微分方程组和阻力参数等特点，应用Ｌａｘ－Ｆｒｉｅｄｒｉｃｈｓ差分格式，选用云南东川蒋家沟的原型观测资料作为边、初值条件，编制计算机程序及数据库，而获得粘性泥石流水深、流速等要素的时空变化规律。该模型可以直接用于泥石流工程防治和量化的预测和警报