FRP加固震损RC柱建模方法及骨架模型研究

为研究震损RC柱采用FRP(Fiber Reinforced Polymer,FRP)加固修复后的抗震性能,本文基于OpenSees仿真平台,根据震后RC柱的表观损伤状态提出FRP加固震损RC柱的有限元模型建立方法。对FRP加固震损RC柱进行5120种工况的Pushover分析,采用三折线荷载-位移骨架曲线,研究损伤状态对骨架曲线特征点参数的影响规律,并通过数据回归分析提出FRP加固震损RC柱的骨架曲线计算模型。分析结果表明:损伤会降低FRP加固RC柱的承载力及刚度,且降低程度随损伤指数的增大而增加,两者近似成抛物线关系;在DS-5损伤状态下,相比于FRP加固完好RC柱,FRP加固震损RC柱的屈服承载力P y、峰值承载力P c、弹性刚度K 1、弹塑性刚度K 2及下降段刚度K 3的均值下降17.9%、14.5%、41.8%、43.1%和19.9%;损伤对FRP加固RC柱弹性刚度和弹塑性刚度的降低程度明显高于屈服承载力和峰值承载力;文中提出的FRP加固震损RC柱骨架曲线计算模型具有较高精度。     

浅谈水质中氟化物的分析方法

经过长期的工作实践，笔者总结出能够大大提高水中氟化物测定效率及准确度的操作方法。即在使用离子选择电极法测量水中氟化物时，首先要保证试验用的去离子水的纯净度，同时确保电极清洗到260mv以上，再开始试验，最后在绘制标准曲线时保证斜率的绝对值在（58±1）之间。     

恶臭源厂界空气中恶臭物质监测技术要点及结果分析探讨——以西安市某大型垃圾填埋场为例

建立了水杨酸-次氯酸钠法分析氨的标准曲线,通过对西安市某垃圾填埋场的实地监测,探索了恶臭气体中氨气的分析方法。分析了臭气、氨气、硫化氢之间的浓度相关性,利用本次监测数据,找出了针对该垃圾处理场的高浓度氨气样品初步分析方案。恶臭产生的主要点位为垃圾场渗滤液污水处理站及下游区域,垃圾场臭气呈现出由点源污染(作业面)到面源污染扩散的态势。     

环境规制对区域技术创新影响的门槛效应

实现环境规制和经济增长之间"双赢"的关键在于环境规制能否促进企业技术创新。本文在环境规制强度和企业技术创新之间构建了数理模型,并基于区域异质性假定检验了我国环境规制与技术创新的非线性关系并确定了环境规制的最优规制水平。研究表明:环境规制强度与技术创新是非线性的。在强度维度上,环境规制强度和企业技术创新之间符合"U"型关系,即随着环境规制强度的由弱变强,对企业技术创新产生先降低后提高的影响。环境规制的创新效应还取决于经济发展水平的变量。经济发展水平则存在双门槛,经济发展水平跨越的门槛值越高,环境规制对技术创新的促进作用越显著。本文政策涵义明显:政府切忌走入盲目提高环境规制强度的误区,应根据各区域现实特点,有针对性地制定差异化的环境规制强度和标准,并注重滚动修订,及时调整至最优水平。     

非甲烷总烃测定中若干问题的研究

结合环境监测工作的实际情况,应用双柱双检测器气相色谱法,比较了非甲烷总烃不同的测定方法,探讨了在实际环境监测分析中非甲烷总烃测定过程的一些关键性技术问题,对色谱条件提出了几点优化建议,发现非甲烷总烃测定结果以甲烷计更接近实际监测情况,并验证了HJ/T 38—1999和HJ 604—2011方法中2种总烃标准曲线绘制方法的等效性,但在实际环境监测中HJ 604—2011方法操作更加简捷。双柱双检测器气相色谱法测定非甲烷总烃也存在严重的不足,基于FID响应值的非甲烷总烃不能准确全面反映空气有机污染程度,可能会掩盖空气中某些有机污染。     

经济与环境发展关系研究进展与述评

经济与环境发展关系一直备受关注。国内外关于经济与环境关系的研究多年来有不同程度的发展。文章对经济与环境协调发展研究的基本特征、研究形式进行了探讨。在经济与环境关系的实证研究方面,主要3种表现形式:①对投入产出模型、非线性的扩展型生产函数及新古典经济模型等经典模型进行了应用研究;②以协调发展指标、环境承载力对区域经济与环境的协调发展进行评判;③以环境库兹涅茨曲线来表现区域经济与环境的关系。未来对于经济与环境关系的研究应该注意:通过采用时间序列和横截面相结合的方法来减少环境数据欠缺的限制;注重经济发展与环境建设的相互作用的研究;注重探究经济与环境背后作用机制;通过拓宽环境指标、模型改进、改变内生缺陷等方式来完善环境库兹涅茨曲线研究。     

电渗透脱水污泥干燥特性曲线及干燥模型

通过电渗透脱水技术及自然风干技术两种预处理方式降低污泥含水率，当污泥初始含水率相近时，研究经两种方式处理后污泥的干燥特性曲线，并对电渗透脱水污泥干燥特性曲线的优势情况进行探讨。在40—120℃的低温条件下，研究电渗透脱水污泥（泥饼厚度为3．5mm）的干燥特性曲线并分析其干燥特性。通过所得电渗透脱水污泥的干燥特性曲线，引人薄层污泥干燥模型进行数值分析。结果表明，在实验条件下，电渗透脱水污泥的干燥速率要优于自然风干污泥的干燥速率。随着温度的升高，电渗透脱水污泥的干燥速率随之升高，干燥到所需含水率的时间则随之减少。Logarithmic模型比其他模型更适合描述薄层电渗透脱水污泥在低温条件下的干燥特性。     

Lorenz Curve and Gini Coefficient: Novel tools for analysing seasonal variation of environmental radon gas

Using a methodology derived from Economics, the Lorenz Curve and Gini Coefficient are introduced as tools for investigating and quantifying seasonal variability in environmental radon gas concentration. While the Lorenz Curve presents a graphical view of the cumulative exposure during the course of the time-frame of interest, typically one year, the Gini Coefficient distils this data still further, to provide a single-parameter measure of temporal clustering. Using the assumption that domestic indoor radon concentrations show annual cyclic behaviour, generally higher in the winter months than in summer, published data on seasonal variability of domestic radon concentration levels, in various areas of the UK, Europe, Asia and North America, are analysed. The results demonstrate significantly different annual variation profiles between domestic radon concentrations in different countries and between regions within a country, highlighting the need for caution in ascribing seasonal correction factors to extended geographical areas. The underlying geography, geology and meteorology of a region have defining influences on the seasonal variability of domestic radon concentration, and some examples of potential associations between the Gini Coefficient and regional geological and geographical characteristics are proposed. Similar differences in annual variation profiles are found for soil-gas radon measured as a function of depth at a common site, and among the activity levels of certain radon progeny species, specifically ²¹⁴Bi deposited preferentially in human body-fat by decay of inhaled radon gas. Conclusions on the association between these observed measures of variation and potential underlying defining parameters are presented.     

Influence of organic waste type and soil structure on the bacterial filtration rates in unsaturated intact soil columns

Organic wastes are considered to be a source for the potentially pathogenic microorganisms found in surface and sub-surface water resources. Following their release from the organic waste matrix, bacteria often infiltrate into soil and may be transported to significant depths contaminating aquifers. We investigated the influence of soil texture and structure and most importantly the organic waste properties on the transport and filtration coefficients of Escherichia coli and total bacteria in undisturbed soil columns. Intact soil columns (diameter 16 cm and height 25 cm) were collected from two soils: sandy clay loam (SCL) and loamy sand (LS) in Hamadan, western Iran. The cores were amended with cow manure, poultry manure and sewage sludge at a rate of 10 Mg ha(-1) (dry basis). The amended soil cores were leached at a steady-state flux of 4.8 cm h(-1) (i.e. 0.12 of saturated hydraulic conductivity of the SCL) to a total volume of up to 4 times the pore volume of the columns. The influent (C(0)) and effluent (C) were sampled at similar time intervals during the experiments and bacterial concentrations were measured by the plate count method. Cumulative numbers of the leached bacteria, filtration coefficient (lambda(f)), and relative adsorption index (S(R)) were calculated. The preferential pathways and stable structure of the SCL facilitated the rapid transport and early appearance of the bacteria in the effluent. The LS filtered more bacteria when compared with the SCL. The effluent contamination of poultry manure-treated columns was greater than the cow manure- and sewage sludge-treated ones. The difference between cow manure and sewage sludge was negligible. The lambda(f) and S(R) values for E. coli and total bacteria were greater in the LS than in the SCL. This indicates a predominant role for the physical pore-obstruction filtration mechanisms as present in the poorly structured LS vs. the retention at adsorptive sites (chemical filtration) more likely in the better structured SCL. While the results confirmed the significant role of soil structure and preferential (macroporous) pathways, manure type was proven to have a major role in determining the maximum penetration risk of bacteria by governing filtration of bacteria. Thus while the numbers of bacteria in waste may be of significance for shallow aquifers, the type of waste may determine the risk for microbial contamination of deep aquifers.     

西安市城市主干道路面径流初期冲刷效应

以西安市城市主干道南二环太白路高架桥为路面径流采样区域,采用人工等时间间隔采样方法,在桥梁排水立管对2010年9—11月的3场径流事件进行全程采样,测试径流过程SS、COD、溶解性COD、NH3-N、Pb、溶解性Pb、Zn和溶解性Zn的浓度变化,研究路面径流的初期冲刷效应及其影响因素。结果表明,西安市城市主干道路面径流污染严重,降雨数小时后的末期径流仍具有较高的污染水平;径流过程污染物浓度变化规律与其赋存形态有关,SS、COD、Pb等以颗粒态为主的污染物的浓度随雨强变化剧烈波动,NH3-N、溶解态COD、溶解态Zn等以溶解态为主的污染物浓度变化受雨强影响较小,随径流过程呈逐渐减小趋势;路面径流初期冲刷现象并非普遍存在,与污染物的赋存状态和场次降雨特征密切相关,溶解态污染物易于出现初期冲刷现象,颗粒态污染物是否出现初期冲刷与场次降雨特征有关;测试的3场径流事件初期30%的径流携带的SS、COD、溶解性COD、NH3-N、Pb、Zn和溶解性Zn的负荷占场次径流总负荷的比例分别为21.8%～50.0%、25.5%～49.3%、36.3%～52.6%、52.6%～66.7%、26.8%～45.0%、27.2%～63.4%和36.2%～62.6%,表明仅对初期径流进行治理无法实现对西安市路面径流污染的有效控制。