孤立交叉口交通信号配时优化的高效计算公式

G. Jagadeesh, Jielin Yang, K. Ng, K. Poh, Zhengyu Yang, Teck-Hou Teng, Zhibing Zhuo
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引用次数: 0

摘要

根据不同的需求在线优化交通信号配时是解决交通拥堵的有效途径。这就需要开发具有快速求解时间的优化模型。本文提出了一种新的基于单元的交叉口交通模型,用于优化孤立交叉口的信号规划。该公式适用于现实世界的交叉口,涉及到由多阶段控制的运动,允许转弯和相间间隔。人们发现,它比代表最先进技术的基准配方要快几个数量级。在实际条件下,通过仿真评估了所提出方法在平均行程延迟和吞吐量方面的有效性,发现其仅略低于基线。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A Computationally Efficient Formulation for Traffic Signal Timing Optimization of an Isolated Intersection
Online optimization of traffic signal timing in response to varying demand is an effective way to tackle traffic congestion. This necessitates the development of optimization models with fast solution times. This paper presents an efficient formulation, derived from a novel cell-based model of intersection traffic, for optimizing signal plans of an isolated intersection. The formulation is applicable to real-world intersections, which involve movements controlled by multiple phases, permitted turns and inter-phase intervals. It has been found to be orders of magnitude faster than a baseline formulation that represents the state-of-the-art. The effectiveness of the proposed approach, in terms of mean trip delay and throughput, has been evaluated through simulation under realistic conditions and found to be only marginally lower than the baseline.
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