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Unifying Analytical Methods With Numerical Methods for Traffic System Modeling and Control

机译:具有数值方法的统一分析方法,用于交通系统建模与控制

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摘要

Shockwaves lead to speed variation and capacity drop, which hamper the stationarity and throughput of traffic network greatly in reality. In order to dominate or suppress shockwaves, there exist two philosophies: the analytical and numerical methods to investigate various traffic management schemes. However, both are studied completely separately in the existing literature. In this paper, we primarily focus on the uniformity and combination of the two philosophies, especially in terms of traffic evolution and shockwave trajectory extraction. Aiming at exploring the uniformity, numerical methods are equipped with gradient boundary detection and polar-parameter coordinate projection to iteratively calculate traffic states and extract shockwave trajectories as line segments. By contrast, analytical methods derive traffic evolution from fundamental diagrams and present shockwave trajectories as vector graphics in the traffic time-space diagram. Furthermore, to rationally measure the accuracy of extracted trajectories, a calibration model is established to decrease angle and distance errors yielded by the two methods. In the uncontrolled and variable speed limit (VSL)-controlled bottleneck scenarios, the simulation results have shown that: 1) both analytical and numerical methods have the capability to precisely describe traffic evolution and the effects of VSL strategies on recovering traffic throughput; 2) shockwave trajectories extracted by the two methods are coincident, with the significant reduction of relative distance errors from 15%-80% to 0.1%-3%; and 3) it is quite promising to take full advantage of both the visual/intuitive nature of analytical methods and the iterative optimization of numerical methods to investigate efficient traffic management strategies.
机译:Shockwaves导致速度变化和容量下降,这妨碍了现实中大大大量交通网络的吞吐量。为了主导或抑制冲击波,存在两种哲学:调查各种交通管理方案的分析和数值方法。然而,两者都在现有文献中完全研究。在本文中,我们主要专注于两种哲学的均匀性和结合,特别是在交通演化和冲击波轨迹提取方面。旨在探索均匀性,数值方法配备梯度边界检测和偏光参数坐标投影,以迭代地计算交通状态并提取冲击波轨迹作为线段。相比之下,分析方法从基本图中导出流量演进,并在交通时间空间图中将冲击波轨迹作为向量图形。此外,为了理性地测量提取的轨迹的准确性,建立了校准模型以减少两种方法产生的角度和距离误差。在不受控制和可变的速度限制(VSL) - 控制瓶颈方案中,仿真结果表明:1)分析和数值方法都具有精确描述交通演变的能力和VSL策略对恢复交通吞吐量的影响; 2)通过两种方法提取的冲击波轨迹是一致的,相对距离误差显着降低15%-80%至0.1%-3%; 3)充分利用分析方法的视觉/直观性以及数值方法的迭代优化来研究高效的交通管理策略。

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