实验室环境试验条件及其剪裁技术

探讨了试验用的环境条件的基本概念及其与设计用环境条件的区别和联系,分析了GJB150和GB 2423两类试验方法标准中规定试验条件的特点和带来的问题。分析表明,试验用的环境条件不一定就是设计用的环境条件,并指出了不同阶段试验用环境条件确定原则和方法。     

中小城市空气环境指标的多角度分析研究——以楚雄市为例

文章根据楚雄市空气污染数据,采用统计的方法从不同的角度探求中小城市空气污染指标的变化规律,并求出三种污染物的同时置信区间及它们之间的关联性。结果表明:楚雄市的空气污染主要由SO2造成,室外空气质量能达到一类地区的水平,三种污染物之间两两相关性较弱,但整体相关性较强,同时根据结论提出了相应的建议。     

均匀设计优化试验条件-原子荧光法测定污泥中总砷

通过对试验条件进行优化,建立了一种改进的氢化物发生-原子荧光光谱法测定污泥中总砷的方法。采用了均匀设计〔U10*(108)〕与单因子试验相结合以研究和优化分析参数和条件。在优化的试验条件下进行总砷含量的测定,方法检出限为0.21 mg kg-1,线性范围为0.24-100μg L-1,加标回收率在91.0%-94.5%之间。测定11份有证土壤样品(浓度值10.7±0.8 mg kg-1)的相对标准偏差(RSD,n=5)为1.6%。该方法经标准样品验证后,成功用于污泥实际样品的测定,并取得满意的结果。     

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.     

沙漠公路驾驶员心理、生理特性初探

针对沙漠公路交通安全现状,采用动体视力、速度估计、复杂(选择)反应、处置判断、血压脉搏检测仪等驾驶适宜性检测仪器,就长期从事沙漠公路运输活动的驾驶员群体进行了包括视觉、速度估计、反应、判断等在内的心理、生理特性的实地测试。检测结果初步表明,沙漠公路特殊的线形布设和修筑技术特征以及沿线的自然环境条件,使得驾驶员表现出有别于一般绿洲公路的驾驶心理和行为特性,其主要表现在在沙漠环境中,驾驶员的动体视力要较静体视力受到更大的影响;急躁心理影响,沙漠公路驾驶员的速度估计和复杂反应时间相应指标值均小于全国平均水平;沙漠公路驾驶员复杂反应错误次数和处置判断错误次数均高于绿洲公路。     

生活垃圾焚烧飞灰重金属在浸出柱中的浸出规律

通过浸出柱实验,研究生活垃圾焚烧飞灰中重金属的动态浸出规律.结果表明,浸出液中各种重金属的质量浓度均随浸取剂与飞灰比值(L/S)增大而减小,并在L/S＞2后趋于稳定.除Pb外,浸出质量浓度均低于污水综合排放标准(GB 8978-1996)限值.对比原灰与浸出残留物重金属多级提取结果表明,飞灰的重金属在浸出柱实验中释放能力由强到弱依次为:Cd、Ni、Cu、Pb、Zn和Cr.受浸取剂pH值和固液接触方式影响,浸出柱重金属累计浸出量都小于国家标准(GB 5086.2-1997)浸出量(Cd除外),尤其Cr、Hg和Pb的浸出柱累计浸出量分别是国标浸出量的23.25%、1.29%和14.29%     

测氧仪使用及维护中应注意的几个问题

测氧仪广泛用于石化行业的受限空间缺氧或富氧检测.在简要介绍测氧仪核心--伽伐尼氧气传感器工作原理的基础上,分析了影响毛细管式氧气传感器工作的主要因素,结合工作实践,提出了使用维护测氧仪的几条建议.     

Multi tracer test for the implementation of enhanced in-situ bioremediation at a BTEX-contaminated megasite

At the Centre for Environmental Research Leipzig-Halle (UFZ) research site in Zeitz, Germany, benzene contaminates the lower of two aquifers with concentrations of up to 20 mg/l. Since the benzene plume has a minimum length of approximately 1 km, enhanced natural attenuation measures are being considered as a remediation strategy. This study describes the performance and evaluation of a multi-species reactive tracer test using the tracers fluorescein and bromide as conservative tracers and toluene as reactive tracer. Sampling was performed over a period of six months using a detailed network of multilevel sampling wells. Toluene was only slightly retarded in comparison to bromide, whereas fluorescein was retarded considerably stronger. Therefore, it was not possible to use fluorescein as an in situ tracer for the determination of groundwater velocities. The ionic nature of fluorescein is assumed to be the major reason for its retardation. The results show that the infiltration conditions were suitable to produce a wide spreading of the tracer front along the full thickness of the aquifer. Thus, a large aquifer volume can be treated in future enhanced bioremediation measures. The total quantity of infiltrated toluene (24 l) was degraded under sulfate-reducing conditions over a flow path of 50 m. Benzylsuccinate was identified as a metabolite of toluene degradation under sulfate-reducing conditions at this site. The modelling results show that toluene degradation was described more accurately using Monod kinetics than first-order kinetics. Since toluene was only slightly retarded in comparison to bromide, sorption and desorption processes were considered to be negligible.     

Applied tracer tests in fractured rock: Can we predict natural gradient solute transport more accurately than fracture and matrix parameters?

Applied tracer tests provide a means to estimate aquifer parameters in fractured rock. The traditional approach to analysing these tests has been using a single fracture model to find the parameter values that generate the best fit to the measured breakthrough curve. In many cases, the ultimate aim is to predict solute transport under the natural gradient. Usually, no confidence limits are placed on parameter values and the impact of parameter errors on predictions of solute transport is not discussed. The assumption inherent in this approach is that the parameters determined under forced conditions will enable prediction of solute transport under the natural gradient. This paper considers the parameter and prediction uncertainty that might arise from analysis of breakthrough curves obtained from forced gradient applied tracer tests. By adding noise to an exact solution for transport in a single fracture in a porous matrix we create multiple realisations of an initial breakthrough curve. A least squares fitting routine is used to obtain a fit to each realisation, yielding a range of parameter values rather than a single set of absolute values. The suite of parameters is then used to make predictions of solute transport under lower hydraulic gradients and the uncertainty of estimated parameters and subsequent predictions of solute transport is compared. The results of this study show that predictions of breakthrough curve characteristics (first inflection point time, peak arrival time and peak concentration) for groundwater flow speeds with orders of magnitude smaller than that at which a test is conducted can sometimes be determined even more accurately than the fracture and matrix parameters.     

电弧防护服性能测试及影响因素研究

针对电力行业电弧引发的事故,电弧防护服相关标准开始制定并逐步完善。现有电弧防护性能的标准测试方法包括开弧测试和盒式测试,针对不同形式的电弧,测试方式仍在不断发展。电弧防护性能的最常用的衡量指标是电弧热性能值ATPV。对于不同工作场所电弧服的选择是基于对工作现场的危害评级。最后文章总结了电弧防护服性能影响因素的研究,包括电弧防护性、热湿舒适性和作业适应性。未来的电弧防护服的开发会朝向更安全、低成本、更舒适的方向进行。