基于信息融合的建筑施工安全预警管理研究

针对建筑业安全事故率居高不下的现状,找出事故频发的主要原因。基于主要原因中人、机、环境和管理4方面数据和信息的复杂性、不确定性,提出采用信息融合技术的D-S证据理论法对建筑施工全过程中的人、机、环境、管理4方面的数据和信息进行分析和预测,并构建建筑施工安全预警管理预测模型。该预测模型能判断建筑施工项目的"安全状态",能解决建筑施工中安全事故及危险源的预测问题;同时针对具体情况采取防范措施,及时矫正安全隐患和确保安全施工。将D-S证据理论法应用于建筑施工安全预警管理中,扩展了建筑施工安全管理的手段。     

Equilibrium study and kinetics of Cu removal from water by zeolite prepared from oil shale ash

Engineered zeolite was produced from oil shale ash by reaction with sodium hydroxide in a closed vessel reactor. This adsorbent was used for removal of copper ions from aqueous solution. The maximum adsorption capacity was 504.6 mg Cu²⁺/g zeolite. Kinetic studies showed that the rate of adsorption of copper is increased with increasing the solution pH and temperature, quantity of the zeolite and agitation speed. The kinetic data were fitted to homogeneous micropore model and found that the mass transfer coefficient and diffusivity of the Cu²⁺ are directly affected by the kinetic parameters. The increase in solution concentration will decrease the mass transfer coefficient while diffusivity is increased.     

基于虚拟现实技术的喷射火事故三维动态仿真及应用

基于Shell模型的原理和计算方法,把喷射火焰视为近似倒立圆台形,构建了不同风向影响下的喷射火三维模型,运用虚拟现实技术和三维可视化技术对喷射火事故进行模拟与仿真。以Delphi和OpenGL/GLScene为开发工具,实现了喷射火三维模型的程序化与三维场景绘制,同时引入粒子特效系统,实现了喷射火焰燃烧的实时动态仿真,完成了喷射火三维动态可视化软件系统的开发。最后,利用该系统进行实例分析。应用表明:虚拟现实技术与事故后果模拟相结合,使整个系统实现实时性和形象性的统一,虚拟现实技术在化工行业具有广泛应用前景,也为事故后果预测评估提供科学依据。     

开发研制预防污染的绿色化学产品

文章叙述绿色化学在环境保护中的应用,绿色化学是一门从源头上彻底阻止污染的化学,简介了几种开发研制的对人类健康和环境安全的绿色化学产品及研究开发进展。     

废轮胎热解衍生油非加氢脱硫

衍生油是废轮胎热解过程中最重要的产品之一,其最有意义的一种用途是作为燃料来得到较高的附加值.但是衍生油的硫含量较高,且具有恶臭味道,妨碍了它作为燃料的广泛应用.在管式反应器上分别考察了氧化锌、混合脱硫剂、A.D.A和MDEA+环丁砜法对废轮胎高温热解气的非加氢脱硫效果,并对不同的脱硫工艺作了简要的经济评价.结果发现,白土、陶土和石灰粉混合脱硫剂与氧化锌的热解气直接脱硫效果较好,衍生油的硫含量可降低到0.11％左右.采用油气分离的A.D.A脱硫工艺最经济.     

基于DEA的我国能源R＆D经费配置评价研究

在对我国能源R＆D强度分析的基础上,运用DEA理论的C^2R模型对我国能源产业及其5个行业2001--2010年的R＆D经费投入、产出状况进行了实证分析。研究中用R＆D经费存量值来代替当年的R＆D经费值,得到各年的R＆D经费配置的相对效率和规模收益情况,找出R＆D经费配置配置存在的问题,有利于对我国能源R＆D经费的投人产出结构进行分析,提出优化国家能源R＆D经费配置的对策和建议。     

Estimation of transport parameters of phenolic compounds and inorganic contaminants through composite landfill liners using one-dimensional mass transport model

One-dimensional (1D) advection–dispersion transport modeling was conducted as a conceptual approach for the estimation of the transport parameters of fourteen different phenolic compounds (phenol, 2-CP, 2-MP, 3-MP, 4-MP, 2-NP, 4-NP, 2,4-DNP, 2,4-DCP, 2,6-DCP, 2,4,5-TCP, 2,4,6-TCP, 2,3,4,6-TeCP, PCP) and three different inorganic contaminants (Cu, Zn, Fe) migrating downward through the several liner systems. Four identical pilot-scale landfill reactors (0.25 m³) with different composite liners (R1: 0.10 + 0.10 m of compacted clay liner (CCL), L_e = 0.20 m, k_e = 1 × 10⁻⁸ m/s, R2: 0.002-m-thick damaged high-density polyethylene (HDPE) geomembrane overlying 0.10 + 0.10 m of CCL, L_e = 0.20 m, k_e = 1 × 10⁻⁸ m/s, R3: 0.002-m-thick damaged HDPE geomembrane overlying a 0.02-m-thick bentonite layer encapsulated between 0.10 + 0.10 m CCL, L_e = 0.22 m, k_e = 1 × 10⁻⁸ m/s, R4: 0.002-m-thick damaged HDPE geomembrane overlying a 0.02-m-thick zeolite layer encapsulated between 0.10 + 0.10 m CCL, L_e = 0.22 m, k_e = 4.24 × 10⁻⁷ m/s) were simultaneously run for a period of about 540 days to investigate the nature of diffusive and advective transport of the selected organic and inorganic contaminants. The results of 1D transport model showed that the highest molecular diffusion coefficients, ranging from 4.77 × 10⁻¹⁰ to 10.67 × 10⁻¹⁰ m²/s, were estimated for phenol (R4), 2-MP (R1), 2,4-DNP (R2), 2,4-DCP (R1), 2,6-DCP (R2), 2,4,5-TCP (R2) and 2,3,4,6-TeCP (R1). For all reactors, dispersion coefficients of Cu, ranging from 3.47 × 10⁻⁶ m²/s to 5.37 × 10⁻² m²/s, was determined to be higher than others obtained for Zn and Fe. Average molecular diffusion coefficients of phenolic compounds were estimated to be about 5.64 × 10⁻¹⁰ m²/s, 5.37 × 10⁻¹⁰ m²/s, 2.69 × 10⁻¹⁰ m²/s and 3.29 × 10⁻¹⁰ m²/s for R1, R2, R3 and R4 systems, respectively. The findings of this study clearly indicated that about 35–50% of transport of phenolic compounds to the groundwater is believed to be prevented with the use of zeolite and bentonite materials in landfill liner systems.     

Approaches to integrating indicators into 3D landscape visualisations and their benefits for participative planning situations

In discussing issues of landscape change, the complex relationships in the landscape have to be assessed. In participative planning processes, 3D visualisations have a high potential as an aid in understanding and communicating characteristics of landscape conditions by integrating visual and non-visual landscape information. Unclear is, which design and how much interactivity is required for an indicator visualisation that would suit stakeholders best in workshop situations. This paper describes the preparation and application of three different types of integrated 3D visualisations in workshops conducted in the Entlebuch UNESCO Biosphere Reserve (CH). The results reveal that simple representations of a complex issue created by draping thematic maps on the 3D model can make problematic developments visible at a glance; that diagrams linked to the spatial context can help draw attention to problematic relationships not considered beforehand; and that the size of species as indicators of conditions of the landscape's production and biotope function seems to provide a common language for stakeholders with different perspectives. Overall, the of the indicators the functions required to assist in information processing. Further research should focus on testing the effectiveness of the integrated visualisation tools in participative processes for the general public.     

上海世博会地下变电站基坑围护结构的动力反应分析

采用三维快速拉格朗日程序FLAC3D,对上海世博会500 kV地下变电站围护结构的动力反应问题进行了深入细致的分析和研究。所建立的模型采用摩尔-库伦本构关系,同时考虑了静力、动力以及地下承压水的影响,并且通过FLAC3D软件的二次开发功能引入统一强度理论,来判别围护结构中钢筋混凝土的应力状态,力求更真实地反映围护结构在动力作用下的响应状态。分析结果表明,圆型围护结构的环向刚度比较大,受力时将大部分侧向荷载转移给其环向拱结构,从而使得基坑和周围土体无论在静力状态还是动力状态下,整体变形均较小;基坑整体在所研究的各种工况下,围护结构都处于安全状态。     

爆破冲击荷载下隧道振动特性与安全性评价研究

隧道工程爆破施工引起衬砌结构以及地表建筑物破坏时有发生,研究隧道工程爆破振动效应以及安全性评价方法,对确保隧道工程施工安全十分重要。基于三维动力有限元分析方法,以某城市双连拱隧道工程爆破施工为例,探讨爆炸冲击荷载作用下隧道围岩介质动力响应特征。研究表明,爆破冲击对周围介质的影响具有时间滞后和累积损伤效应,只考虑爆破瞬时最大振动波速对围岩介质以及地表建筑物的影响不能真实反映爆破影响的实质。同时结合具体工程对地表建筑物爆破安全评价方法进行分析研究,建议将现代数值分析方法应用于复杂条件下隧道爆破安全性评价工作。