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Characterization of the Vulnerability of Road Networks to Fluvial Flooding Using Network Percolation Approach

机译:使用网络渗透方法表征道路网络对河流洪水的脆弱性

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The objective of this paper is to model and characterize the percolation dynamics in road networks during a major fluvial flooding event. First, a road system is modelled as planar graph, then, using the level of co-location interdependency with flood control infrastructure as a proxy to the flood vulnerability of the road networks, it estimated the extent of disruptions each neighborhood road network experienced during a flooding event. Second, percolation mechanism in the road network during the flood is captured by assigning different removal probabilities to nodes in road network according to a Bayesian rule. Finally, temporal changes in road network robustness were obtained for random and weighted-adjusted node-removal scenarios. The proposed method was applied to road flooding in a super neighborhood in Houston during hurricane Harvey. The result shows that, network percolation due to fluvial flooding, which is modelled with the proposed Bayes rule based node-removal scheme, causes the decrease in the road network connectivity at varying rate.
机译:本文的目的是对重大河流洪水事件期间道路网络中的渗流动力学进行建模和表征。首先,将道路系统建模为平面图,然后,使用与防洪基础设施共置的相互依存度作为道路网络洪灾脆弱性的代理,它估算在一次洪灾期间每个邻里道路网络遭受破坏的程度。洪水事件。其次,通过根据贝叶斯规则为路网中的节点分配不同的清除概率,来捕获洪水期间路网中的渗透机制。最后,针对随机和加权调整后的节点去除场景,获得了路网鲁棒性的时间变化。拟议的方法被应用于飓风哈维期间在休斯顿的一个超级社区的道路洪水。结果表明,利用拟议的基于贝叶斯规则的节点去除方案建模的河流泛洪导致的网络渗透以不同的速率导致道路网络的连通性下降。

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