煤矿火区快速封闭泄爆门研究

目前煤矿发生火灾事故后,火区封闭时间过长极易引发瓦斯爆炸等次生灾害,且煤矿现有的阻隔爆技术存在许多 不足,针对这些问题,研发一种用于煤矿火区的快速封闭泄爆门。通过对泄爆门的结构设计、封闭与泄爆机制及有益效 果等方面进行阐述,并采用流体力学FLUENT软件计算得出不同数量泄爆窗的泄爆门与监控泄爆门前截面的压力、速度之 间的变化情况。结果表明:6个泄爆窗比2个泄爆窗的封闭时间快1 200 ms,快速封闭时间节省了68.57%。随着泄爆窗的 增多,瓦斯爆炸冲击波压力和传播速度都大幅度降低。当煤矿发生火灾事故封闭火区时,快速封闭泄爆门不仅具有快速 密闭功能,也同时具有泄爆功能,为煤矿安全提供新的隔爆技术。     

直井油管柱扶正器间距设计研究

为了避免生产过程中直井的油管柱受井底的轴向载荷失稳变形从而导致油管柱与井筒发生磨损,防止油管柱发生失稳变形引发事故,安装扶正器是有效的措施。针对扶正器的安装主要依靠经验,缺乏理论分析指导,既容易导致事故发生又增加成本的问题,基于封隔器—油管柱的实际受力及变形分析,建立了油管柱失稳力学模型,推导了直井中相邻扶正器临界失稳长度的计算公式,得出了扶正器的合理间距,并利用MATLAB进行实例的分析计算。结果表明:从中和点到井底,扶正器的布置间距呈现减小趋势;井口油压的降低导致油管柱临界失稳长度变小,使得扶正器的布置间距更加密集。该间距设计对油管柱扶正器的现场布置有实际的指导意义。     

基于正交设计及EFDC模型的湖泊流域总量控制——以滇池流域为例

构建了基于正交设计-水质模拟-方案评价的污染物总量控制方案的方法体系,并应用于滇池流域.选择TN、TP作为总量控制指标,将滇池流域划分为6个子区单元,通过设计5水平（0%,5%,10%,15%,20%）6因素的正交试验表,得到25种不同削减方案;耦合EFDC模型模拟得到25种不同削减情景条件下湖泊水质的TN、TP浓度分布,计算各方案综合营养状态指数（TSI）,筛选符合中度富营养化标准（60     

防护服设计中时尚与功能性的协调作用

本文探讨了防护服的产品开发设计过程,重点考虑了怎样将时尚和功能这两个元素和谐地融入到防护服的产品开发中去。本文还列举了一些目前最新的防护服开发案例,也阐明了未来的纺织技术对防护服产生的影响。通过大量的防护服开发案例分析,文章传递着这样一个信息：在不久的将来,防护服会变得更具有保护功能,同时更适应人们的需求,这些需求包括了感官的、情感的、生态的和美观的等;与此同时,防护服的款式和设计也决定了它被接受的程度。     

基于磁化水的全尾砂胶结充填体强度研究

针对某矿山全尾砂充填体抗压强度低,水泥用量大的现状,将磁化水引入全尾砂胶结充填料浆的配浆试验,通过均匀布点理论优选出最佳磁化条件,探究了磁化水-全尾砂充填体的7天、14天、28天抗压强度的变化规律以及磁化水对水泥活性的影响。研究结果表明:在磁感应强度B=1000-2000Gs,水循环流速V=1.4-2.0m/s,磁化时间T=10-20min时,磁化水-全尾砂充填模块的7天抗压强度提高19%-28%,14天抗压强度提高17%-25%,28天抗压强度提高13-15%。     

压力容器设计中的环境温度与最低设计金属温度

环境温度在容器设计中不仅影响设计压力的合理确定,而且更影响最低设计金属温度的确定直至影响材料的正确选择。通过对规程标准的解读,结合液化石油气储罐设计对此进行了讨论,认为环境温度应视为容器的特例工况条件,容器设计应将与其对应的设计压力一起作为设计载荷条件,不仅要对容器的壁厚进行校核,而且尚需根据容器的一次应力判断并确认是否需要修订完善容器设计的选材、制造及检验等技术要求,使容器设计文件正确完整,保证容器制造的安全可靠性。     

The principal–agent model with multilateral externalities: An application to climate agreements

We consider contracting of a principal with an agent if multilateral externalities are present. The motivating example is that of an international climate agreement given private information about the willingness-to-pay (WTP) for emissions abatement. Due to multilateral externalities the principal uses her own emissions besides subsidies to incentivize the agent and to assure his participation. Optimal contracts equalize marginal abatement costs and, thus, can be implemented by a system of competitive permit trading. Moreover, optimal contracts can include a boundary part (i.e., the endogenous, type dependent participation constraint is binding), which is not a copy of the outside option of no contract. Compared to this outside option, a contract can increase emissions of the principal for types with a low WTP, and reduce her payoff for high types. Subsidies can be constant or even decreasing in emission reductions, and turn negative so that the agent reduces emissions and pays the principal.     

Experimental evidence for the effects of task repetitiveness on mental strain and objective work performance

People frequently have to work in high repetitive jobs. Previous research has focused exclusively on the effects of task repetitiveness on well‐being, while neglecting effects on work performance. In the present study, we aimed to fill this void by conducting two workplace simulations with experimental manipulations of task repetitiveness. Participants worked for about 5 hours at either a computer workstation, compiling computer hardware packages according to customer requests (Experiment 1, N = 160), or at an assembly line, piecing together equipment sets for furniture (Experiment 2, N = 213). Both experiments provide consistent evidence that high repetitiveness has a detrimental effect on well‐being, whereas work performance increases under conditions of high repetitiveness. On a practical level, our study hence shows that high task repetitiveness is a double‐edged sword for both employees and organizations. On a conceptual level, our findings emphasize the necessity to account for both mental strain and work performance when examining the effects of task repetitiveness. Copyright © 2014 John Wiley & Sons, Ltd.     

A guide for assessing control room operator performance using speed and accuracy,perceived workload,situation awareness,and eye tracking

In the petrochemical industry, control room operators must address safety-critical alarms and other tasks using complex interfaces. This study developed a guide for assessing human performance using standard human factors measurement tools, and tested the sensitivity of those tools with two interface designs (i.e., gray and black) at three levels of workload (i.e., easy, medium, and difficult). The guide measures human performance through speed and accuracy, perceived workload using two standard instruments (i.e., NASA Task Load Index (NASA-TLX) and Subjective Workload Assessment Technique (SWAT)), situation awareness through the Situation Awareness Global Assessment Technique (SAGAT), and gaze through eye tracking coordinates. Twelve engineering student participants completed one simulation session at each of the three workload levels using one of two interface designs. Workload was manipulated through the number of simulated events (failures) in each session. Overall, the speed and accuracy measures, workload ratings, and eye tracking showed sensitivity to differences in workload level, and situation awareness showed sensitivity to the interaction between workload level and interface type. None of the tools were sensitive to interface type alone. Accuracy was highest under easy workload. Time per failure decreased at higher workload levels. Perceived workload ratings from the SWAT increased as workload increased, but workload ratings from the NASA-TLX were not different across workload levels. When workload increased, situation awareness remained steady for the gray interface but decreased sharply for the black interface, illustrating an interaction effect. Finally, the percentage of time spent looking at different areas of the screen during steady-state periods differed among workload levels. The tools in this guide can be used in the petrochemical industry to make design decisions for control room interfaces when workload levels are a concern.     

厚软场地上大跨径桥梁设计反应谱研究

大跨径桥梁塔高、跨径大、自振周期长,深厚、软弱场地的长周期地震动对桥体结构影响较大。我国《公路工程抗震设计规范(JT J004-89)》也只适用主跨不超过150 m的梁桥和拱桥,国内长期以来没有一个适用于大跨径桥梁的抗震设计规范或指南。本文结合大跨径桥梁工程实例,根据场地土层静、动力性能参数的原位测试和动三轴试验结果,进行厚软场地土层地震反应分析,研究厚软场地的地震动效应,讨论了不同地震动强度时厚软场地的设计反应谱特征,分析了现行规范设计反应谱应用的局限性,成果对相关工程有重要指导意义,对大跨径桥梁抗震设计规范的制定也有借鉴作用。