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Resilience assessment for interdependent urban infrastructure systems using dynamic network flow models

机译:使用动态网络流模型对相互依存城市基础设施系统的恢复性评估

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Critical infrastructure systems are becoming increasingly interdependent, which can exacerbate the impacts of disruptive events through cascading failures, hindered asset repairs and network congestion. Current resilience assessment methods fall short of fully capturing such interdependency effects as they tend to model asset reliability and network flows separately and often rely on static flow assignment methods. In this paper, we develop an integrated, dynamic modelling and simulation framework that combines network and asset representations of infrastructure systems and models the optimal response to disruptions using a rolling planning horizon. The framework considers dependencies pertaining to failure propagation, system-of-systems architecture and resources required for operating and repairing assets. Stochastic asset failure is captured by a scenario tree generation algorithm whereas the redistribution of network flows and the optimal deployment of repair resources are modelled using a minimum cost flow approach. A case study on London's metro and electric power networks shows how the proposed methodology can be used to assess the resilience of city-scale infrastructure systems to a local flooding incident and estimate the value of the resilience loss triangle for different levels of hazard exposure and repair capabilities.
机译:关键基础设施系统变得越来越相互依赖,可以加剧通过级联故障,阻碍资产维修和网络拥塞的破坏性事件的影响。目前的弹性评估方法缺少完全捕获这种相互依赖的效果,因为它们倾向于将资产可靠性和网络单独流动,并且通常依赖于静态流量分配方法。在本文中,我们开发了一个集成的动态建模和仿真框架,将网络和资产表示的基础设施系统的仿真和仿真构成,并模拟了使用轧制规划地平线对中断的最佳响应。该框架考虑了与故障传播,系统系统架构和操作和修复资产所需的资源有关的依赖关系。随机资产失败由场景树生成算法捕获,而网络流的重新分配和修复资源的最佳部署是使用最小成本流法建模的。伦敦地铁和电力网络的案例研究表明,建议的方法如何用于评估城市规模基础设施系统的抵御能力,以局部洪水事件,并估计用于不同水平的危险曝光和修复的弹性损失三角形的价值能力。

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