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Capacity uncertainty on urban road networks: A critical state and its applicability in resilience quantification

机译:城市道路网络的容量不确定性:临界状态及其在弹性量化中的适用性

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There are many aspects of urban transportation that represent sources of uncertainty in the design of roadways, such as the level of capacity needed to ensure efficient traffic flow. As a result of uncertainty in roadway capacity, an urban road network can be deemed to operate at different Capacity levels. Some of these levels will have unused capacity, whereas some others will not be enough to cater traffic from all origins to all destinations. Past models assume knowledge over the pattern of these uncertainties. However, it is difficult to gather such knowledge from field observations, and it is absent for majority of the world's urban areas. We present an alternative methodology in which the capacities are considered as variables that can take any value from zero to a practically realizable maximum. Using a minimax optimization formulation, we determine bounds on urban roadway capacity levels, below which the traffic demand will go unmet. We call this the critical state, and define it as a state of link capacities which effects in the maximum irreducible operational cost on the network with the demand getting fulfilled. We prove that at a critical state, the total travel time ( or cost) of the system will be a unique value; i.e. for a given urban road network and a given traffic demand, there is an associated unique critical travel time. We illustrate that this unique travel time which is an aggregate value of the travel times from all roads on the network can be used as a benchmark to create various metrics for the urban road network. As an illustrative example on the applicability of critical state, we compare the unique travel time with the best possible travel time on the network, and develop a metric for network resilience. Network resilience is calculated as a normalized difference of the critical and best operation costs. Two-space genetic algorithm is used to solve the problem formulation. The formulation and the solution methodology are illustrated on test networks and results are presented. (C) 2015 Elsevier Ltd. All rights reserved.
机译:城市交通的许多方面代表了道路设计不确定性的根源,例如确保有效交通流所需的能力水平。由于道路通行能力的不确定性,可以将城市道路网视为在不同的通行能力水平上运行。这些级别中的某些级别将具有未使用的容量,而另一些级别将不足以应付从所有起点到所有目的地的流量。过去的模型假定对这些不确定性的模式有知识。但是,很难从野外观察中收集到此类知识,并且世界上大多数城市地区都缺乏这种知识。我们提供了一种替代方法,其中将容量视为变量,可以采用从零到实际可实现的最大值的任何值。使用最小最大优化公式,我们确定了城市道路通行能力水平的界限,在该界限之下,交通需求将无法得到满足。我们将其称为关键状态,并将其定义为链路容量的状态,在满足需求的情况下,这种状态会影响网络上不可减少的最大运营成本。我们证明在临界状态下,系统的总旅行时间(或成本)将是唯一的值;即,对于给定的城市道路网和给定的交通需求,存在相关的唯一关键旅行时间。我们说明,这种独特的行驶时间是网络上所有道路的行驶时间的总和,可以用作创建城市道路网络各种指标的基准。作为临界状态适用性的说明性示例,我们将唯一的传播时间与网络上可能的最佳传播时间进行了比较,并制定了网络弹性的度量标准。网络弹性是根据关键运营成本和最佳运营成本的标准化差计算得出的。采用二空间遗传算法求解问题。在测试网络上说明了配方和解决方法,并给出了结果。 (C)2015 Elsevier Ltd.保留所有权利。

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