城市生态安全多层次灰色综合评价

从城市生态安全的基本内涵出发,根据压力(pressure)-状态(state)-响应(response)模型,从生态系统压力、生态系统状况、生态系统响应3方面构建一个4层次的城市生态安全评价指标体系,运用灰色系统理论,构建了城市生态安全多层次灰色综合评价模型,并结合实例进行计算。评价结果与实际情况基本相符,表明该模型能有效地利用评价指标的信息,所给出的综合评价值既能用于描述所评价城市的生态安全状况,亦可对不同城市的生态安全状况进行比较,对更加科学合理地评价城市生态安全状况具有参考价值。     

煤矿瓦斯爆炸事故演化的突变模型

煤矿瓦斯爆炸事故,从微观上看,是在瓦斯积聚、引火源和氧气浓度3个条件同时具备的情况下发生的,从宏观上看,是在生产活动中存在人的不安全行为和物的不安全状态导致了微观3条件的同时具备。笔者介绍了突变理论的基本原理;在轨迹交叉事故致因理论基础上,分析了瓦斯爆炸事故演化的非线性特征;建立了事故演化的尖点突变模型。并指出:事故演化是一个流变-突变过程,其突变的程度反映了事故的严重度;人的不安全行为是事故发生的主要因素;物的因素决定事故的严重度;安全生产必须建立本质安全型矿井,避免人和物的运动轨迹越过分歧点集。     

基于加速度干扰和AHP的车辆行驶安全性评价模型

关于行驶中的车辆在交通系统各因素作用下的行驶安全性评价,在现有交通系统四大要素的基础上加入车辆行驶状态,构成"人-车-环境-路-车辆行驶状态"5要素。并对各要素评价指标的选定做了细致的筛选,建立了车辆行驶安全性评价指标体系。其中"人-车-环境-路"因素采用打分的形式确定其参数的分值,并利用层次分析法(AHP)计算各参数权重来构建模型的;"车辆行驶状态"因素则是引入加速度干扰的定义,建立基于道路结构的加速度干扰模型。最后,运用层级分析法建立了总的车辆行驶安全评价模型。     

基于三角模糊数的民航企业“管理”安全综合评价模型研究

在对我国民航企业安全管理的现状和常用的安全评价方法进行分析的基础上,提出并建立了民航企业"管理"安全模糊综合评价模型。首先,从组织管理、风险管理、安全保证、安全促进4个方面对民航企业安全管理的内容和特点进行分析,在此基础上建立民航企业"管理"安全评价指标体系;然后,根据三角模糊数理论和模糊综合评价理论建立民航企业"管理"安全模糊综合评价模型;通过上述指标体系和评价模型从而达到对民航企业"管理"安全进行评价的目的。最后,给出了一个应用实例,其评价结果表明:该模型具有很强的实用性和借鉴价值。     

基于灰预测模型的大跨度预应力混凝土桥梁施工监测

运用灰色系统理论,建立大跨度预应力砼刚构-连续组合梁桥悬臂浇筑施工梁段立模标高预测的GM(1,1)模型,并用残差的GM(1,1)模型对其进行修正;同时把该预测模型应用于松原龙华松花江特大桥实际工程;其结果表明梁段立模标高预测精度较高,完全能够满足工程的需要,为同类桥梁的施工监测提供参考。     

飞行安全的针对性评估

根据飞行员执行新的或特殊任务的需要,在研制飞行安全评估系统时,设置了针对性评估模块.运用层析分析法(AHP)确定了针对性评估模块与一般性评估模块的权重关系.根据飞行安全理论确定了一般性评估简捷方法的因素、要素及量化数据;根据层析分析法、基元事件分析法确定了针对性评估模块的结构和因素的权重,采用基元事件分析法、飞行法规分析和调查研究相结合的方法,对针对性评估的要素进行了量化.最后针对具体事例做了评估计算.研究表明,当针对性评估的安全度小于90%时,应引起足够的警觉,采取必要的措施.     

多米诺效应的风险分析方法

介绍与分析多米诺效应的相关研究,并针对多米诺效应的定量风险分析,建立了从多米诺场景辨识到后果分析的多米诺效应定量分析方法.通过分析初始事故带来的物理效应对邻近设备的影响,计算了二次设备的损坏概率;分析了多米诺场景,计算了多米诺事故频率,并根据多米诺事故的后果得到个人风险和社会风险曲线.多米诺效应的风险是工业区一个潜在的严重风险,加强多米诺效应的研究对工厂和工业区的安全管理与规划都有重要意义.     

The Iowa Graduated Driver Licensing program: effectiveness in reducing crashes of teenage drivers

PROBLEM: Graduated Driver Licensing (GDL) programs vary in the United States in terms of implementation and restrictions. The State of Iowa's GDL program is assessed for its effectiveness in reducing crashes among teenage drivers. METHOD: Time series analysis was used to evaluate police documented crashes involving 16-, 17-, and 18-year-old drivers over a 10 year period, with an intervention identified at the point of GDL implementation. RESULTS: After controlling for seasonal trends and auto-correlative effects, a significant reduction in the crash rate of and 16- and 17-year-old drivers was observed due to the GDL implementation. However, there were no significant reductions in crash rates for 18-year-old drivers. DISCUSSION: The analyses suggest that the Iowa GDL program is effective in reducing the crash rates of 16- and 17-year-old drivers but the effects do not sustain for 18-year-old drivers. IMPACT ON INDUSTRY: The results suggest that the program appears to be working, however further analysis is needed to determine what factors are preventing lasting effects for these teenage drivers.     

黑藻对铅离子的生物吸附

研究了黑藻对Pb^2＋的生物吸附作用,考察了溶液pH、Pb^2＋初始质量浓度、黑藻加入量和吸附时间对吸附效果的影响。实验结果表明,溶液pH在2．5～5．0时吸附效果最好,吸附20min基本达到平衡。在溶液pH为4．0、黑藻加入量为2g／L、吸附时间为60min、Pb^2＋初始质量浓度为100mg／L的条件下,黑藻对Pb^2＋的吸附量为47．5mg／g。通过元素分析和等温吸附模型对黑藻吸附Pb^2＋的机理进行了研究,发现黑藻吸附Pb“是阳离子交换过程,吸附符合Langmuir、Freundlich和D—R等温吸附模型。考察了Cd^2＋、Cu^2＋和Ni^2＋对黑藻吸附Pb^2＋的影响,结果表明,Cd^2＋、Cu^2＋和Ni^2＋的存在不干扰黑藻对Pb^2＋的吸附。     

Odor Control for Land Application of Lime Stabilized Biosolids

Over three million dry metric tons of biosolids produced in the United States are land applied as Class B. Lime stabilization is employed for biosolids treatment at approximately 20% of the wastewater treatment plants because it is a simple and inexpensive process. During lime stabilization, the pH of sewage sludge is raised above 12 for pathogen inactivation and odor reduction. Lime dose and mixing have been found to greatly reduce odor generation from lime stabilized biosolids. A better quality biosolids product is less likely to create public opposition to land application programs. In this study, land application tests using Class B biosolids were conducted in order to determine whether better mixing can reduce odor generation during the land application of lime stabilized biosolids. The mixing quality of a treatment plant’s lime stabilized biosolids was improved by relocating the lime addition point, which prolonged the mixing time and produced a better mixed biosolids product. Based on field observations of land application, the poorly mixed biosolids were more odorous and offensive prior to incorporation. However, once incorporated into the soil, there was no appreciable odor difference between the biosolids. Another land application study was conducted to assess the odor of unincorporated Class A biosolids and compare it with incorporated Class A biosolids with the soil.