Measuring implicit psychological constructs in organizational behavior: An example using psychological capital

Implicit psychological constructs are effective predictors of behavioral outcomes but are rarely used in organizational settings because of real or imagined problems with measurement validity and administration. To address these concerns, we present a means of assessing implicit constructs quickly and easily by using psychological capital as an example. Copyright © 2012 John Wiley & Sons, Ltd.     

Overall and local movement speeds during fire drill evacuations in buildings up to 31 stories

The time that it takes an occupant population to reach safety when descending a stairwell during building evacuations is typically described by measurable engineering variables such as stairwell geometry, speed, density, and pre-evacuation delay. In turn, engineering models of building evacuation use these variables to predict the performance of egress systems for building design, emergency planning, or event reconstruction. As part of a program to better understand occupant movement and behavior during building emergencies, the Engineering Laboratory at the National Institute of Standards and Technology (NIST) has been collecting stairwell movement data during fire drill evacuations of office buildings. These data collections are intended to provide a better understanding of this principal building egress feature and develop a technical foundation for future codes and standards requirements. To date, NIST has collected fire drill evacuation data in eight office building occupancies ranging from 6 to 62 stories in height that have included a range of stairwell widths and occupant densities.While average movement speeds in the current study of 0.48 m/s ± 0.16 m/s are observed to be quite similar to the range of literature values, local movement speeds as occupants traverse down the stairwell are seen to vary widely within a given stairwell, ranging from 0.056 m/s to 1.7 m/s. These data should provide confirmation of the adequacy of existing literature values typically used for occupant movement speeds or provide updated values for future analyses.     

高速飞机弹射救生时的气流吹袭及其防护

飞行员在高速弹离飞机时,会受到气流的吹袭。如何防护高速弹射时受到的气流吹袭,是各国航空救生业一直致力解决的问题。本文介绍了高速气流吹袭的危害性和对人体的影响,以及可以采取的一些防护措施,供科研人员参考。     

原铝生产流程温室气体排放主要影响因素的关联度分析

铝是国民经济建设和发展的关键基础材料,然而由其生产过程所产生的大量温室气体排放也逐渐成为政府关注的焦点。本研究计算了我国原铝生产不同年度的生命周期能耗和温室气体排放量,并分析了资源消耗和生产工序能耗等影响因素与温室气体排放的关联性。结果表明,在各年原铝生产的温室气体排放总量中,电力和阳极效应导致的排放所占比重分别为68.5%和7.9%,其他影响因素所占比重均低于6%;与温室气体排放关联度最高的3个影响因素依次是电耗、煤气燃烧和石灰石煅烧,其值分别为0.937、0.899和0.893;在目前铝电耗和阳极效应控制水平提升空间有限的情况下,降低煤气的消耗,提高石灰石的使用效率,是实现原铝生产温室气体减排的有效途径。     

PCBs污染土壤的CaO诱导低温热处理脱氯研究

研究了低温热处理脱氯技术对废弃电容器封存点附近污染土壤中多氯联苯脱氯的效果,考察反应温度、反应时间及CaO添加比例对PCBs去除率、脱氯率的影响以及反应前后土壤中污染物的组分变化.实验土样中PCBs浓度为107.7 mg/g,属于罕见高浓度PCBs污染土壤.当反应温度为400℃、停留时间4h、CaO添加比例为10%,PCBs的去除率为87.7%,脱氯率为85.3%.土壤样品中五氯联苯和四氯联苯反应后含量降低或未检出,部分反应后样品检出一氯联苯和联苯,说明在CaO诱导PCBs低温热处理脱氯反应中存在逐步脱氯/加氢反应途径.     

兰坪铅锌矿区不同污染梯度下优势植物的重金属累积特征

对兰坪铅锌矿区污染程度不同的3个样地(云南松林、魁蒿群落和马桑灌丛)进行植被调查,选择其中9种共有的自然生长的优势草本植物为研究对象,测定了土壤及植物体的重金属含量.结果显示,3个样地土壤Cu、Cd、Pb和Zn等4种重金属含量均表现为马桑灌丛>魁蒿群落>云南松林;植物体内重金属积累呈现出随着土壤污染程度增加而增加的趋势;所选择的9种植物均不符合超富集植物的标准,依据不同的耐性机制将9种植物分为3类,野棉花能较强吸收土壤中重金属,并转移到地上部分,属于富集型植物;西南金丝梅、倒提壶、长籽柳叶菜、魁蒿、翻白叶和四脉金茅吸收的重金属主要积累在根部,属于根部囤积型植物;尼泊尔蓼和中华山蓼体内重金属含量较低,属于规避型植物.讨论了利用这些植物进行矿山治理.     

RPB-O3/H2O2法处理硝基苯模拟废水

在超重力场中,研究了硝基苯模拟废水的臭氧/双氧水(O3/H2O2)法处理效果,考察了超重力因子β、H2O2浓度、初始p H、液体流量及处理时间等因素对硝基苯去除率的影响。结果表明,硝基苯去除率随超重力因子β和处理时间的增加而增大,而随H2O2浓度、初始p H和液体流量的增加呈先增大后降低的趋势。当硝基苯初始浓度300 mg/L,工艺条件β=80、p H=10.0、臭氧质量浓度约为40 mg/L、H2O2浓度为4.9 mmol/L、液体流量为120 L/h时,循环处理35 min硝基苯去除率可达96.7%。处理时间60 min后,废水中硝基苯含量1.4 mg/L,COD为39 mg/L,达国家一级排放标准(GB 8978-1996)。在此条件下,硝基苯的降解过程符合准一级反应动力学。     

气浮技术在膜生物反应器剩余污泥浓缩过程中的应用

污泥浓缩作为污泥处理的关键环节之一,开发高效的污泥浓缩工艺对于降低污泥含水率、提高脱水设备的运行效率、降低脱水能耗具有十分重要的意义。针对MBR污泥浓度高、污泥粒径小、污泥沉降性能较差等特点,故采用传统的重力浓缩和机械浓缩技术很难有效实现污泥浓缩。因此,尝试采用气浮浓缩技术降低污泥含水率的可行性。从气浮浓缩的中试结果来看,较适宜运行参数为:固体负荷为15 kg/(m2·h),水力负荷为1.5 m3/(m2·h),回流比为1,PAM投配率2‰(w/w干固体),溶气压力为0.4 MPa,气固比为0.03。经过中试设备进行气浮浓缩后,污泥含水率降低至96%左右。此外,还研究了采用气液多相泵系统对剩余污泥的浓缩效率,结果显示,该设备的使用相对于传统溶气气浮工艺,其优点表现在占地小、工程造价低以及运行成本低等方面。     

Use of Revised Universal Soil Loss Equation (RUSLE) and Historical Imagery for Claims of Sedimentation of Lakes and Streams

The consequences of erosion and subsequent sedimentation of lakes and streams are many and widespread. The natural process of erosion can be accelerated by land cover changes with an increase in areas of impervious surfaces. Sediment is continually being transported along all streams in nature and can come from anywhere in the watershed. Lakes slow the rate of velocity of the water and allow the entrained sediment to settle and accumulate. When sediment impacts water impoundments, legal actions may result. Even with evidence of specific sediment release, the forensic analysis may not be an open-and-shut case. The author presents a method to investigate the validity of a legal claim of a sediment-impacted lake at the outfall of a mixed rural/urban watershed. By combining land use change, soils, elevation and precipitation data, a maximum possible annual sediment loss was approximately 154 tonne per hectare (15.4 kg/m²). Lacking evidence of specific historic events of erosion and subsequent sedimentation, this method provides an equitable means of determining compensatory damages. Using aerial and satellite imagery provided historical evidence of land cover change and examples of significant erosion in the watershed and not named in the lawsuit. The focus of the litigation started with the property adjoining the effected lake. The analysis provides a method to investigate erosion and subsequent sedimentation claims at a watershed-scale.