Measurement of city road network resilience in hazardous flood events

Mukesh M.S., Y. Katpatal, D. Londhe
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引用次数: 3

Abstract

Purpose Recently, the serviceability of the transportation infrastructure in urban areas has become crucial. Any impact of the hazardous conditions on the urban road network causes significant disruption to the functioning of the urban region, making the city’s resilience a point of concern. Thereby, the purpose of the study is to examine the city’s recovery capacity to absorb the impacts of adverse events like urban floods. Design/methodology/approach This study examines the road network resilience for an urban flood event for zones proposed by the Municipal Corporation to develop multiple central business districts. This study proposes a novel approach to measure the resilience of road networks in an urban region under floods caused due to heavy rainfall. A novel Road Network Resilience Index (RNRI) based on the serviceability of the road network during floods is proposed, estimated using Analytic Hierarchy Process - Multiple Criteria Evaluation (AHP-MCE) approaches by using the change in street centrality, impervious area and road network density. This study examines and analyses the resilience of road networks in two conditions: flood and nonflood conditions. Resilience was estimated for both the conditions at the city level and the decentralized zone level. Findings Based on RNRI values, this study identifies zones having a lower or higher resilience index. The central, southern and eastern zones have lower road network resilience and western and northern zones have high road network resilience. Practical implications The proposed methodology can be used to increase road network resilience within the city under flood conditions. Originality/value The previous literature on road network resilience concentrates on the physical properties of roads after flood events. This study demonstrates the use of nonstructural measures to improve the resilience of the road network by innovatively using the AHP-MCE approach and street centrality to measure the resilience of the road network.
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城市道路网在危险洪水事件中的恢复力测量
目的近年来,城市交通基础设施的可用性变得至关重要。危险条件对城市道路网的任何影响都会对城市区域的功能造成重大干扰,使城市的恢复能力成为一个令人担忧的问题。因此,本研究的目的是检验城市吸收城市洪水等不利事件影响的恢复能力。设计/方法/方法本研究考察了市政公司为开发多个中心商业区而提议的区域在城市洪水事件中的路网弹性。这项研究提出了一种新的方法来衡量城市地区道路网络在强降雨引发的洪水下的恢复力。基于道路网络在洪水期间的可用性,提出了一种新的道路网络弹性指数(RNRI),并利用街道中心性、不透水面积和道路网络密度的变化,使用层次分析法-多准则评估(AHP-MCE)方法进行估计。本研究考察和分析了两种情况下道路网的弹性:洪水和非洪水情况。对城市一级和分散地区一级的情况进行了弹性评估。发现基于RNRI值,本研究确定了弹性指数较低或较高的区域。中部、南部和东部地区的路网弹性较低,西部和北部地区的路网韧性较高。实际意义所提出的方法可用于提高城市道路网在洪水条件下的弹性。原创性/价值先前关于道路网弹性的文献集中于洪水事件后道路的物理特性。本研究通过创新性地使用AHP-MCE方法和街道中心性来衡量道路网络的弹性,证明了使用非结构性措施来提高道路网络的韧性。
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来源期刊
CiteScore
3.40
自引率
6.20%
发文量
49
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