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A Modified Balcik Last Mile Distribution Model for Relief Operations Using Open Road Networks 基于开放路网的救援行动改进的Balcik最后一英里分布模型
Pub Date : 2018-01-01 DOI: 10.1016/j.proeng.2018.01.018
Lance L. Putong , Marlene M. De Leon

The last mile in disaster relief distribution chain is the delivery of goods from a central warehouse to the evacuation centers assigned for a given area. Its effectiveness relies on the proper allocation of each kind of relief good amongst the demand areas on a given frequency. Because these operations involve a limited supply of relief goods, vehicles, and time, it is important to optimize these operations to satisfy as much demand as possible. The study aims to create a linear programming model which provides a set of recommendations on how the current disaster relief supply chain may be carried out, specifically on how distribution operations allocate supplies among demand nodes as well as the routes taken in a day. The areas visited per day would depend on the capacity of the vehicle fleet as well as on the routes that can be used. This linear programming model will use Balcik’s last mile distribution model, while modifying it for the relief operations in the Philippines. The model minimizes routing costs as well as penalty costs for unsatisfied demands. Map data is used for determining routes and historical data from previous disasters are used to determine the supply and demand for relief goods while providing a benchmark for results. The model produces recommendations for (1) Demand node schedule, (2) Best route for schedule, (3) Relief good allocation, and (4) Operational costs. It also provides the computational backbone for relief distribution decisions in the Philippines, allowing for more optimal operations in the future.

救灾配送链的最后一英里是将货物从中央仓库运送到指定地区的疏散中心。它的有效性取决于每一种救济物资在需求领域中以给定的频率进行适当的分配。由于这些行动涉及的救援物资、车辆和时间有限,因此优化这些行动以满足尽可能多的需求是很重要的。该研究旨在创建一个线性规划模型,该模型提供了一组关于当前救灾供应链如何执行的建议,特别是关于分配操作如何在需求节点之间分配供应以及一天内采取的路线。每天访问的地区将取决于车队的容量以及可以使用的路线。这个线性规划模型将使用Balcik的最后一英里分配模型,同时对菲律宾的救援行动进行修改。该模型最小化了路由成本以及未满足需求的惩罚成本。地图数据用于确定路线,以前灾难的历史数据用于确定救援物资的供需,同时为结果提供基准。该模型为(1)需求节点计划,(2)计划的最佳路线,(3)救济良好分配,以及(4)运营成本提供建议。它还为菲律宾的救灾分配决策提供了计算基础,允许在未来进行更优化的操作。
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引用次数: 4
New Strategies for Resilient Planning in response to Climate Change for Urban Development 应对气候变化促进城市发展的韧性规划新战略
Pub Date : 2018-01-01 DOI: 10.1016/J.PROENG.2018.01.108
Kumjin Lee, Heseong Chun, Jongsub Song
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引用次数: 5
Establishing the Indian Ocean Tsunami Warning and Mitigation System for human and environmental security 建立印度洋海啸预警和减灾系统,保障人类和环境安全
Pub Date : 2018-01-01 DOI: 10.1016/J.PROENG.2018.01.173
S. Hettiarachchi
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引用次数: 8
Coastal Hazard Assessment in Northern part of Jakarta 雅加达北部沿海灾害评估
Pub Date : 2018-01-01 DOI: 10.1016/J.PROENG.2018.01.165
H. Latief, M. R. Putri, F. Hanifah, Ika Nur Afifah, M. Fadli, Dominic Oki Ismoyo
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引用次数: 20
On the fatigue behavior of notched structural adhesives with considerations of mechanical properties and stress concentration effects 考虑力学性能和应力集中效应的缺口结构胶粘剂疲劳性能研究
Pub Date : 2018-01-01 DOI: 10.1016/j.proeng.2018.02.045
Vinicius Carrillo Beber , Bernhard Schneider , Markus Brede

In this work, three types of structural modified epoxy adhesives were used to investigate the effect of stress concentrations on the fatigue behavior of notched bulk specimens. SN curves of un-notched and notched specimens were determined at constant amplitude and R = 0.1 in the range between Nf = 103 (LCF) and Nf = 106 (HCF). The following key conclusions were made: (i) fatigue strength was reduced due to the presence of notches, especially at the HCF; (ii) adhesives showed different values of notch sensitivity with values for the adhesives lower than typical values of metals; (iii) for un-notched samples fatigue strength was between 62 and 78% of tensile strength for Nf = 103 and around 50% for Nf = 106; (iv) for notched samples fatigue strength was between 67 and 78% of the tensile strength for Nf = 103 and around 40% for Nf = 106; (v) fractography evidenced the presence of voids and shear yielding around the notches, (vi) unnotched samples showed the same fracture behavior for both LCF and HCF with crack formation at the external surface. For notched samples there was a significant distinction between LCF and HCF with cracks forming at the notch root.

本文采用三种结构改性环氧胶粘剂,研究了应力浓度对缺口体试件疲劳性能的影响。在Nf = 103 (LCF) ~ Nf = 106 (HCF)范围内,在等幅值和R = 0.1条件下,测定了未缺口和缺口试件的SN曲线。得出了以下主要结论:(1)缺口的存在降低了疲劳强度,特别是在HCF处;(ii)胶粘剂的缺口敏感性值不同,胶粘剂的缺口敏感性值低于金属的典型值;(iii)当Nf = 103时,未缺口试样的疲劳强度为抗拉强度的62% ~ 78%,当Nf = 106时,疲劳强度约为50%;(iv)当Nf = 103时,缺口试样的疲劳强度在抗拉强度的67 ~ 78%之间,当Nf = 106时,疲劳强度约为40%;(v)断口形貌证明了缺口周围存在孔洞和剪切屈服;(vi)未缺口的LCF和HCF样品显示出相同的断裂行为,外表面形成裂纹。对于缺口样品,在缺口根部形成裂纹的LCF和HCF之间存在显著差异。
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引用次数: 10
A Risk-based Model of Evacuation Route Optimization under Fire 火力下基于风险的疏散路径优化模型
Pub Date : 2018-01-01 DOI: 10.1016/j.proeng.2017.12.024
Jing-jing Li , Hong-ya Zhu

Emergency evacuation plan plays a key role for fire risk management and successful evacuation. In this work, a topological model of evacuation routes is established and the corresponding matrix function is also proposed in order to evaluate evacuation ability. Simultaneously, risk assessment of fire scenarios is made based on numerical simulation. And on this basis, the variation laws of risk indicators such as temperature, thermal radiation, the concentration of toxic gas are analyzed in details and dynamic risk assessment of evacuation routes is made. Introducing the concept of equivalent routes, the scheme of the best route for evacuee at each location is the one along with the shortest time and minimal risk and suggested based on the Dijkstra algorithm. And then, one case is presented and result indicates that this model can aid people to avoid crowdedness and evacuate as soon as possible under fire accident. The risk-based model is also useful for the evacuation planning.

应急疏散计划是火灾风险管理和成功疏散的关键。本文建立了疏散路径的拓扑模型,并提出了相应的矩阵函数来评价疏散能力。同时,在数值模拟的基础上对火灾情景进行了风险评估。在此基础上,详细分析了温度、热辐射、有毒气体浓度等风险指标的变化规律,并对疏散路线进行了动态风险评估。引入等效路线的概念,在Dijkstra算法的基础上,给出每个地点疏散人员的最佳路线方案,即时间最短、风险最小的路线方案。最后给出了一个实例,结果表明该模型可以帮助人们在发生火灾事故时避免拥挤并尽快疏散。基于风险的模型对疏散规划也有帮助。
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引用次数: 25
System dynamics analysis for petrochemical enterprise fire safety system 石化企业消防安全系统动力学分析
Pub Date : 2018-01-01 DOI: 10.1016/J.PROENG.2017.12.107
Y. Zhang, Ming-guang Zhang, Chengjiang Qian
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引用次数: 6
Study on Insulation Failure Time and Failure Temperature of the Aged Cables under External Heating 外加热老化电缆绝缘失效时间及失效温度的研究
Pub Date : 2018-01-01 DOI: 10.1016/J.PROENG.2017.12.104
Xie Hui, Jiaqing Zhang, Yu-Fei Liu, Zhang Bosi, Wang Liufang, Ming-hao Fan
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引用次数: 3
On Study of AFFF Performance Parameter in Altitude Low Pressure Environment 高空低气压环境下AFFF性能参数研究
Pub Date : 2018-01-01 DOI: 10.1016/j.proeng.2017.12.067
Huai-bin Wang, Qin-zheng Wang

In view of special low pressure environment in high-altitude plateau, the paper carries out simulation and field experiment of AFFF in high-altitude low pressure environment. The results show that: when ambient pressure changes from 101kPa to 24kPa, with the reduction of ambient pressure, the foam expansion of AFFF decreases, and drainage time of AFFF decreases first and increases later; the 59kPa is the extreme point of whole change process and the drainage time of AFFF fire extinguishing agent reaches a minimum under this ambient pressure. During the stage from 101kPa to 59kPa, the drainage time of AFFF decreases with the reduction of ambient pressure. It shows through field test that in the stage from 101 kPa to 59kPa, the performance parameters of AFFF foam are consistent with those in simulation experiment.

针对高海拔高原特殊的低压环境,进行了高海拔低压环境下AFFF的模拟和现场试验。结果表明:当环境压力从101kPa变化到24kPa时,随着环境压力的降低,AFFF泡沫膨胀减小,AFFF排水时间先减小后增大;59kPa为整个变化过程的极值点,在此环境压力下AFFF灭火剂的泄放时间最短。在101kPa ~ 59kPa阶段,AFFF排水时间随着环境压力的降低而缩短。现场试验结果表明,在101 ~ 59kPa阶段,AFFF泡沫材料的性能参数与模拟实验结果基本一致。
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引用次数: 0
Disaster recovery processes: Analysing the interplay between communities and authorities in Chennai, India 灾难恢复过程:分析印度金奈社区和当局之间的相互作用
Pub Date : 2018-01-01 DOI: 10.1016/j.proeng.2018.01.083
Jonas Joerin , Franziska Steinberger , Ramasamy R. Krishnamurthy , Anna Scolobig

This paper analyses the underlying factors of a disaster ‘recovery process’. Based on a household survey, conducted ten months after the 2015 South Indian floods in two affected constituencies (Mylapore and Velachery) of Chennai, residents were asked how long they took to recover from the floods and whether they took actively part in the recovery process. The results highlight that residents from the more affected constituency (Velachery) took significantly longer to restore physical aspects (e.g. energy, water, roads, etc.), but only partially longer for social and economic aspects. Aspects of social capital (leadership, communication, ownership and trust) were rated equally low in both communities. However, individual actions to help others or participate in volunteer groups increased more significantly in the constituency that was more affected. The findings from this case study point-out that flood disaster events trigger residents to become more solidary and active to help others, but have little impact on triggering a more active interplay between communities and authorities. This highlights that flood disaster events do not change inherent structural and institutional relationships between key actors (local government, communities, private sector, academia and NGOs) involved in disaster recovery processes.

本文分析了灾难“恢复过程”的潜在因素。2015年南印度金奈两个受洪灾影响的选区(Mylapore和Velachery)发生洪灾10个月后,根据一项家庭调查,居民们被问及从洪灾中恢复需要多长时间,以及他们是否积极参与了恢复过程。结果突出表明,受影响更严重的选区(Velachery)的居民恢复物理方面(如能源、水、道路等)所需的时间明显更长,但恢复社会和经济方面所需的时间只有部分更长。在社会资本方面(领导力、沟通、所有权和信任),两个社区的得分都同样低。然而,在受影响更大的选区,帮助他人或参加志愿者团体的个人行为增加得更明显。本案例研究的结果指出,洪水灾害事件促使居民变得更加团结和积极地帮助他人,但对引发社区和当局之间更积极的相互作用几乎没有影响。这突出表明,洪水灾害事件不会改变参与灾害恢复过程的关键行动者(地方政府、社区、私营部门、学术界和非政府组织)之间固有的结构和体制关系。
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引用次数: 11
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Procedia Engineering
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