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高速公路交通流密度控制器设计
引用本文:王青,曲仕茹,史忠科.高速公路交通流密度控制器设计[J].西北工业大学学报,2001,19(3):451-455.
作者姓名:王青  曲仕茹  史忠科
作者单位:西北工业大学空中交通管理系统研究所,
基金项目:211重点建设工程“通讯、导航、监视及空中交通管理”
摘    要:高速公路宏观控制方法的目的在于防止交通拥塞,至少避免由于交通的多相性引起拥塞状况的恶化,通过寻求控制策略达到理想的交通密度轮廓,然而,由于交通模型的强耦合性和非线性,高速公路密度控制方法研究进展较慢。本利用非线性积分器的backstepping方法,分析和设计控制方案,提出了一种针对自动化公路系统(AHS)的道路交通控制器,这种控制器在宏观水平上操纵,能够使拥塞的高速公路交通密度快速收敛到期望值κai(n)。

关 键 词:高速公路  交能流模型  密度控制器  交通拥塞  控制策略  密度分配
文章编号:1000-2758(2001)03-0451-05
修稿时间:2000年2月29日

Design of Traffic Density Controller for Chinese Expressway
Wang Qing,Qu Shiru,Shi Zhongke.Design of Traffic Density Controller for Chinese Expressway[J].Journal of Northwestern Polytechnical University,2001,19(3):451-455.
Authors:Wang Qing  Qu Shiru  Shi Zhongke
Abstract:Serious congestion on Chinese expressway make it urgent to control traffic density. The methods of density control suggested by Chien et al and Sanwal et al lack feedback control which we deem to be quite necessary. In section 1, we modify existing models and then derive eq.(4) as the macroscopic dynamic model for our design. In section 2, we use the method of nonlinear integrator backstepping to design traffic density controller for Chinese expressway. We expect our controller to make the traffic density converge very rapidly to the desired value, thus reducing traffic congestion and ensuring that traffic flow is smooth and unhindered. In section 4, simulation results are summarized in Table 1 and Figs.2 through 5; if traffic flow at an access point to a 4 lane expressway is in the range of 1 650~1 950 vehicles /hour, our controller can make adjustments to make traffic density quickly converge to the desired value of 21 vehicles/km/lane for all sections of the expressway near that access point.
Keywords:expressway  traffic flow  traffic density  controller
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