城市洪水灾害易损性多属性动态评价

近年来极端天气事件频发,尤其洪水灾害日趋频繁并且影响深远。在众多易损性概念基础上,进一步明确了城市易损性的内涵,并构建了城市洪水灾害易损性的评价指标体系。针对传统多属性决策方法——逼近理想解排序法(TOPSIS)不能比较正、负理想解中垂线上点的问题,采用Kullback-Leibler距离计算评价对象与正理想解的贴近度,建立了KL-TOPSIS模型,应用该模型对哈尔滨市2005~2009年洪水灾害易损性进行了动态评价,得出其易损性先升后降的结论,并通过横向比较发现哈尔滨市的洪水灾害易损性要小于同时期的沈阳市、武汉市和上海市。     

考虑能量-时间分布的边坡动力可靠性分析新方法

提出一种考虑能量-时间分布的边坡动力可靠性分析方法。该方法将动态最危险滑动面及其稳定系数以时间序列加以刻画,并根据边坡动力反应的能量分布特征,提取持续时间统计窗,用于对上述时间序列的统计分析,以获取边坡动力模糊失效概率、边坡动力可靠度指标和基于保证率的边坡动力稳定系数。以澳大利亚计算机应用协会边坡稳定考核题为例,应用上述新方法考察其在芦山7.0级主震波形条件下的稳定性,研究了在不同统计窗下的边坡动力可靠性。案例分析表明： （1）新方法能够抓住影响边坡动力稳定的主要时间段,使分析结果更为凝练、可信。（2）通过引入边坡失效状态的模糊判别,使得可靠性评价中能够考虑模糊性,解决了以往常规方法区分度不够的问题。（3）基于保证率的边坡动力稳定系数具有很好的应用前景,它在内涵上体现了可靠性分析,在形式上与静力稳定系数的定义兼容,在数值上反映了边坡瞬时动力稳定系数的保守估计值,在实践上与现行规范的拟静力法具有良好的可比性,因而具有多方面的优势。（4）就本案例而言,动力条件下最危险滑动面的发育位置趋向于静力条件下的最危险滑动面,体现了依据静力和拟静力理论框架所进行的防护工程设计,在动力条件下仍然具有积极的意义。（5）新方法对定量研究现行边坡规范的抗震设计冗余提供了一条途径。提出的新方法为边坡抗震研究提供了新的思路、方法和可供参考的实例。     

Characterizing the spatial distribution of typical natural disaster vulnerability in China from 2010 to 2017

Natural disaster vulnerability can intuitively reflect the susceptibility of an area to environmental changes. Better understanding the spatial distribution of natural disaster vulnerability is a critical process for taking effective adaptation and management. Although significant achievements have been made in disaster vulnerability, few studies are known about natural disaster vulnerability at the national scale, especially from the typical natural disaster events in China. In this study, with normalizing selected indicators and calculating vulnerability index, we analyzed the spatial distribution of natural disasters vulnerability during 2010–2017 using the geospatial techniques. The results showed that natural disaster vulnerability has certain spatial differences, but different natural disaster can occur in the same area during the study period. Drought disaster can occur in all regions of China, especially in Inner Mongolia. Flood disaster is mainly concentrated in the middle and lower reaches of the Yangtze River and the Yellow River Basin. The wind and storm disaster is chiefly in the northern regions in China. The freezing disaster is widely distributed in China. Furthermore, the regions with low vulnerability were primarily distributed in the eastern coastal region, indicating that the rapid development of economy and technology can resist or mitigate natural disaster to a certain extent. This study offers a solution to study natural disasters and provides scientific basis for disaster prevention and mitigation actions.

     

基于GIS异常信息提取的地震灾害分析

2008年5月12日的汶川地震造成了巨大的人员伤亡和财产损失。从地质异常的角度出发,采用基于GIS的地质异常定量分析的方法,以1∶50万数字地质图和四川汶川地震地质分析成果为基础,定量地分析了地震发育程度与断裂构造的相互关系,认为汶川地震主要受区域性深大断裂的控制,受局部性浅源断裂的影响较小。进一步对影响地震破坏程度的断裂的活动性进行了探讨,依据分析结果得出了受灾严重区域,并解释了灾区北部受灾较南部轻的原因。采用这种研究方法,可以迅速地确定地震灾害发生的严重地区,为今后地震发生后迅速确定受灾严重区域、指导抢险救灾工作提供帮助。     

易贡滑坡-碎屑流-堰塞坝溃坝链生灾害全过程模拟与动态特征分析

高寒山区显著存在的季节性地貌变化,使得常规InSAR难以维持长时间相干性,不利于上述区域地质灾害的精准早期识别。针对该问题,本文提出并发展了一种利用InSAR季节相干性的高寒山区地质灾害早期识别方法。其基本思路为：首先获取研究区域InSAR时序干涉图与相干系数图,依据InSAR相干性变化趋势,将每年划分为夏季时段、过渡时段和冬季时段,并依据过渡时段InSAR相干性将其进一步纳入到夏季时段或冬季时段;分别对夏季时段和冬季时段InSAR干涉对开展Stacking-InSAR处理,并引入部分干涉质量较好的长时间基线InSAR干涉对;最终综合利用获取的夏季和冬季时段Stacking-InSAR成果,开展区域地质灾害的精准早期识别工作。本文以高寒高植被覆盖的东构造结地区为实验对象,利用本文发展的新方法开展了区域地质灾害的早期识别工作。结果显示,利用季节分区Stacking-InSAR进行区域地质灾害识别,冬夏时段识别灾害的重复率低于16%,表明上述区域不同时节地质灾害类型存在明显差异;进一步与常规全干涉Stacking-InSAR灾害识别成果对比发现,新方法识别灾害数量增加了28%。研究表明,发展新方法可更精准识别高寒山区地质灾害,并有效提高灾害识别率,为此类地区的地质灾害早期识别和预警预防提供了一种新思路和新方法,也为高寒山区地质灾害的防灾减灾提供了重要的技术支撑。     

Mapping wildfire evacuation vulnerability in the western US: the limits of infrastructure

Residential development in fire-prone areas of the western United States is a growing concern. The steady addition of homes to this region places more people and property at risk each year. In many areas housing is increasing without commensurate improvements in the road network, particularly in regards to the number, capacity and arrangement of community exit roads. This results in steadily increasing minimum evacuation times, as each additional household contributes to potential evacuation travel-demand in a wildfire. The goal of this research is to perform a comprehensive geographic search of the western U.S. for communities in wildfire-prone areas that may represent difficult evacuations due to constrained egress. The problem is formulated as a spatial search for fire-prone communities with a high ratio of households-to-exits and solved using methods in spatial optimization and geographic information systems (GIS). The results reveal an initial inventory and ranking of the most difficult wildfire evacuations in the West. These communities share a unique vulnerability in that all residents may not be able to evacuate in scenarios with short warning time. For this reason they represent prime candidates for emergency planning, and monitoring their development is a growing need.     

Methodology and its application for community-scale evacuation planning against earthquake disaster

In urban area, popular and property is accumulated in a small area, potential risk of earthquake disaster in urban community is great. Pre-disaster emergency evacuation zoning has become a significant topic of disaster prevention and mitigation research. Based on the present layout of evacuation facilities and shelters as well as the evacuation demands in urban communities, a systematical methodology for occupant evacuation against earthquakes on community scale was developed by employing spatial analysis techniques of Geographical Information System (GIS). The methodology included the following aspects: the distribution analysis of emergency evacuation demands, the calculation of shelter space accessibility, and the optimization of evacuation destinations. This methodology was applied to Lujiazui Street in Pudong, a new district located in Shanghai, China. It was found that the proposed methodology could be used to formulate pre-event planning for earthquake disaster prevention and mitigation on a community scale, especially for organizing a rapid and smooth evacuation and optimizing the location allocation of shelters.     

考虑动态因素的深基坑开挖反演分析及预测

以弹性地基梁法为基础,运用动态施工反演分析的思想,即在常规的反分析过程中引入隧步开挖和隧道支撑的动态施工因素,反算反映基坑土体性态的m值,以求仿真模拟深基坑工程实际施工情况,进而为下一工况的变形预报提供可靠保证。最后通过一个工程实例的计算值与实测值对比分析,验证了该法在基坑支护结构设计和施工过程中是合理可行性的。     

Community-based disaster risk and vulnerability models of a coastal municipality in Bangladesh

Bangladesh is one of the most natural hazard-prone countries in the world with the greatest negative consequences being associated with cyclones, devastating floods, riverbank erosion, drought, earthquake, and arsenic contamination, etc. One way or other, these natural hazards engulfed every corner of Bangladesh. The main aim of this research paper is to carry out a multi-hazards risk and vulnerability assessment for the coastal Matlab municipality in Bangladesh and to recommend possible mitigation measures. To this aim, hazards are prioritized by integrating SMUG and FEMA models, and a participation process is implemented so as to involve community both in the risk assessment and in the identification of adaptation strategies. The Matlab municipality is highly vulnerable to several natural hazards such as cyclones, floods, and riverbank erosion. The SMUG is a qualitative assessment, while FEMA is a quantitative assessment of hazards. The FEMA model suggests a threshold of highest 100 points. All hazards that total more than 100 points may receive higher priority in emergency preparedness and mitigation measures. The FEMA model, because it judges each hazard individually in a numerical manner, may provide more satisfying results than the SMUG system. The spatial distributions of hazard, risk, social institutions, land use, and other resources indicate that the flood disaster is the top environmental problem of Matlab municipality. Hazard-specific probable mitigation measures are recommended with the discussion of local community. Finally, this study tries to provide insights into the way field research combining scientific assessments tools such as SMUG and FEMA could feed evidence-based decision-making processes for mitigation in vulnerable communities.     

The tourism disaster vulnerability framework: an application to tourism in small island destinations

Islands are known to be vulnerable to natural hazards, resulting in substantial risks for their tourism industries. To facilitate the systematic analysis of the underlying vulnerability drivers, a tourism disaster vulnerability framework was developed. The conceptual model then guided qualitative empirical research in three regions: the Caribbean, the South Pacific, and the Indian Ocean. The results from 73 interviews highlight common, as well as idiosyncratic, factors that shape the islands’ hazardscapes and vulnerabilities. Key vulnerabilities included social, economic, political, and environmental dimensions. Probably, the most critical vulnerability driver is the lack of private sector investment in disaster risk reduction. This is interrelated with deficient planning processes, on-going demand for coastal products, lack of political will, and poor environmental conditions. Notwithstanding many barriers, some businesses and organisations engage proactively in addressing disaster risk. The paper’s empirical evidence supports the validity of the framework, and suggestions for further research are made.     

Social vulnerability and participation in disaster recovery decisions: public housing in Galveston after Hurricane Ike

Natural Hazards - In September 2008, Hurricane Ike caused massive damages to Galveston Island’s residential structures including four public housing developments. These developments were...     

节理分布空间变异的地下洞室稳定性概率分析

以岩土材料力学参数空间变异性的"点估计-有限元"分析方法为基础,结合节理分析时自身存在几何模型、网格划分等特性,扩展了该方法在节理分布空间变异性分析方面的适用性,明确了具体的研究步骤与方法。以某抽水蓄能水电站为例,通过分析节理空间变异性对围岩变形与塑性区的影响,验证了扩展后该方法的准确性和合理性。对工程案例开挖揭露的1400余条节理进行概率统计,建立了节理空间变异性的有限元分析模型;采用扩展后的概率分析方法,研究了节理分布对地下洞室群围岩开挖稳定性的影响。研究结果表明:(1)对比概率分析得到的围岩变形概率分布与现场监测结果,发现剔除变形异常点后监测变形量值大部分位于得到的位移概率分布范围内,说明节理的空间变异性是导致监测变形波动的主要影响因素;(2)围岩变形概率分布的标准差能有效识别出围岩开挖变形受节理空间变异性的影响程度,对于所给出的案例依次为:机窝>边墙>顶拱;(3)围岩塑性区的概率分区能合理判断地下洞室群开挖时受节理影响较大的区域和范围,为工程施工的支护设计提供依据。     

考虑动态泥膜效应的盾构开挖面稳定理论研究

泥水盾构工法被广泛应用于高压富水复杂地质环境中修筑隧道,其中开挖面稳定控制是工程成败的关键,在盾构掘进时,由于刀盘不断旋转切削地层,开挖面上的泥膜处于“形成―破坏―再形成”的动态循环过程,泥膜透水性增强,这种动态泥膜作用下开挖面的稳定如何评价有待于进一步探索。对此,对泥水盾构掘进过程中的动态泥膜进行了分类,提出了考虑盾构运动和泥浆渗滤特征的动态泥膜理论。在此基础上,采用空间离散法将泥水压力引入旋转体模型,建立了考虑动态泥膜效应的开挖面稳定力学模型,提出了泥水盾构动态掘进过程中开挖面临界泥浆压力及泥浆支护效率评估方法,研究指出：当盾构在强渗透性地层中掘进时,在尽量提高泥浆成膜率的同时,应注重泥浆黏度调节,充分发挥渗透力支护作用,同时可适当提高盾构掘进速度并降低刀盘转速,有利于开挖面稳定控制。以泥浆成膜率、等效渗透系数为依据给出了泥浆支护效率设计图,研究工作对盾构掘进支护压力控制和泥浆配置有一定的借鉴意义。     

Slope hybrid reliability analysis considering the uncertainty of probability-interval using three-parameter Weibull distribution

A reliability model is proposed to solve the problem of hybrid uncertainty with both random and interval variables in slope engineering. A hybrid uncertainty model based on the dimension reduction method and Taylor expansion is constructed to approximate the limit state function. Using the polynomial theorem and variable transformation method, the origin and center moments’ interval of the limit state function are calculated. Moment information is applied to the expansion of a three-parameter Weibull distribution, and the cumulative distribution function and probability density function of limit state function are determined. As a result, the failure probability interval of the slope is calculated. The interval uncertainty problem is transformed into an interval certainty problem using Taylor expansion without solving for the statistical moment of limit state function using multiple integrals and iteratively searching for the most probable failure points. The numerical results from two slopes show that the proposed method is effective and feasible.