ETC与MTC混合式收费站通行能力研究

发布时间：2018-03-28 00:21

本文选题：ETC　切入点：MTC　出处：《西南交通大学》2015年硕士论文

【摘要】：随着收费技术的发展,ETC (Electronic Toll Collection)与MTC (Manual Ton Collection system)混合式收费站逐渐成为我国高速公路收费的主要形式。而收费站作为高速公路的瓶颈所在,提高其通行能力和服务质量,是改善高速公路交通运行状况的有效方法。本文在对收费站的布局、设计进行研究的基础上,结合实测调查,对收费站车辆的行为过程、到达分布及ETC、MTC车辆在收费站的服务时间、延误时间、离开时间等分布模型进行了细致深入的分析,并基于理论分析法,分别给出了MTC收费站与ETC收费站通行能力的计算模型,结合调查与研究对相关参数进行了标定。该模型综合了车辆在收费站的交通特性、交通行为、收费站规模及服务特性等多方面因素。可作为MTC或ETC收费站设计评价的依据。对于混合式收费站,由于交通特性存在差异,MTC与ETC车流之间会造成相互干扰。基于此,本文着重对混合式收费站的驾驶人行为、车辆跟驰行为、换车道行为、车道决策选择行为等进行了细致分析,并由此提出混合式收费站系统通行能力的计算模型。该模型综合考虑了不同ETC通道数量及布局位置等对ETC通道通行能力的修正,与实际情况较为符合。针对本文提出的通行能力计算模型,以实测数据为基础,建立仿真模型,分别就不同ETC车道数量、限制速度、布局位置等对收费站通行能力的影响进行仿真分析,并与模型计算结果进行对比,验证了本文模型可行性与适用性。最后针对以上研究成果,提出一套混合式收费站的优化设计与服务水平分级的理论方法,为ETC系统的推广、应用提供设计参考与依据。
[Abstract]:With the development of toll collection technology, the hybrid toll collection station of etc and MTC Manual Ton Collection system has gradually become the main form of freeway toll collection in China. As the bottleneck of expressway, toll collection station can improve its traffic capacity and service quality. It is an effective method to improve the traffic condition of expressway. On the basis of studying the layout and design of toll station, combining with the actual measurement investigation, this paper analyzes the behavior process of toll station vehicle. The arrival distribution and the service time, delay time and departure time distribution model of ETC MTC vehicles at the toll station are analyzed in detail. Based on the theoretical analysis, the calculation models of the capacity of MTC toll station and ETC toll station are given, respectively. Combined with investigation and research, the related parameters are calibrated. The model synthesizes the traffic characteristics and traffic behaviors of vehicles at toll stations. It can be used as the basis for the design and evaluation of MTC or ETC toll stations. For hybrid toll stations, the traffic characteristics will interfere with each other because of the difference between the traffic characteristics and the traffic flow. In this paper, the driver behavior, car-following behavior, lane changing behavior, lane decision and selection behavior of hybrid toll stations are analyzed in detail. A model for calculating the capacity of hybrid toll station system is proposed. The model takes into account the number and location of different ETC channels to modify the capacity of ETC channels. In accordance with the actual situation, aiming at the capacity calculation model proposed in this paper, based on the measured data, a simulation model is established to limit the speed of different ETC lanes, respectively. The effect of layout and location on the capacity of toll station is simulated and compared with the result of model calculation, which verifies the feasibility and applicability of the model. This paper presents a set of theoretical methods for optimal design and service level classification of hybrid toll stations, which provides a design reference and basis for the popularization and application of ETC system.
【学位授予单位】：西南交通大学
【学位级别】：硕士
【学位授予年份】：2015
【分类号】：U491

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