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Power function-based signal recovery transition optimization model of emergency traffic

机译:基于幂函数的应急交通信号恢复过渡优化模型

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In view of the disturbance of the emergency signal preemption to the normal traffic flow, a scientific and reasonable signal transition optimization model was proposed in this paper, in which fair and efficiency are both considered. Since the emergency signal preemption may lead to longer vehicle queuing and greater vehicle delay at intersections, the difference of queue length and the vehicle delay were selected as the objectives taking into account the fair benefit, and a multi-objective signal recovery transition optimization model for emergency rescue was established based on the power function method. The queue length was calculated by the 95% queue length model of the SYNCHRO, and the average vehicle delay was calculated with HCM2000 delay model; furthermore, parameters' weight in the model was calibrated with the variation coefficient method, and model was solved by genetic algorithm. Moreover, power function method was used to score the signal recovery transition schemes of emergency traffic. Finally, based on the survey data from the typical route network in the Lion Mountain area of Suzhou City, the model proposed in this study was compared with three classical smooth transition schemes (immediate transition scheme, two-cycle transition scheme and three-cycle transition scheme) at the scenario of evening peak. Simulation results showed that the model in this paper can reduce the vehicle delay and queue length compared with the above three smooth transition schemes; the average reduction ratio of queue length delay was 13.82%, and this number of queue length was 13.65%, from which we can conclude that the model proposed in this has better performance than other three classical transition schemes in emergency signal transition applicability.
机译:针对紧急信号抢占对正常交通流量的干扰,提出了一种科学合理的信号过渡优化模型,在模型中同时考虑了公平性和效率。由于紧急信号抢占可能会导致较长的车辆排队和交叉路口的较大车辆延误,因此考虑公平利益,选择了队列长度和车辆延误之差作为目标,并针对该指标建立了多目标信号恢复过渡优化模型基于幂函数法建立了应急救援体系。队列长度由SYNCHRO的95%队列长度模型计算,平均车辆延迟由HCM2000延迟模型计算;然后,采用变异系数法对模型中的参数权重进行标定,并通过遗传算法对模型进行求解。此外,使用幂函数法对紧急交通信号恢复过渡方案进行评分。最后,根据苏州市狮子山典型路线网络的调查数据,将本文提出的模型与三种经典的平滑过渡方案(立即过渡方案,两周期过渡方案和三周期过渡方案)进行了比较。方案)。仿真结果表明,与上述三种平滑过渡方案相比,本文模型可以减少车辆的延误和排队时间。队列长度延迟的平均减少率为13.82%,该队列长度的数目为13.65%,由此可以得出结论,在紧急信号转换适用性方面,本文提出的模型具有比其他三种经典转换方案更好的性能。

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