一种改进的无人驾驶出租车站点选址多目标方法

IF 4.8 Q2 TRANSPORTATION
Yaqin He, Yu Xiao, Jiehang Chen, Daobin Wang
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引用次数: 0

摘要

为了加快无人驾驶出租车的大规模部署,推动自动驾驶产业的发展,研究无人驾驶出租车的综合停车和充电设施的位置已经成为城市交通中的一个重要问题。本研究采用渐进的“初步选择-筛选-最优选择”方法进行选址。首先,对各种兴趣点类型进行聚类,初步选择停车点。在此基础上,建立了需求点覆盖范围最大化、建设成本最小化、满足最大人口需求、需求点与候选点之间距离最小化的多目标选址模型。采用非支配排序遗传算法II (NSGA-II)求解多个Pareto最优解。根据运营商、用户和公共交通系统选择评价指标,估计出Pareto最优解,从而得到最终的定位解。在建模过程中对几个关键参数的计算方法进行了改进。选择区位潜力和区位影响系数来调节无人驾驶出租车的停车位数量。此外,根据实际路网和路径规划绘制的等时线代表候选点的服务范围。同时,引入基于实际路网的距离而不是欧氏距离来计算候选点之间的距离。最后,实例研究表明,该方法可使到达需求点的总初始行程时间减少64%,且不受运营调度的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
An improved multi-objective method for the selection of driverless taxi site locations
To expedite the large-scale deployment of driverless taxis and advance the autonomous driving industry, research on the location of integrated parking and charging facilities for driverless taxis has emerged as a significant issue in urban traffic. This study employs a progressive “preliminary selection-screening-optimal selection” approach for site selection. First, the preliminary selection of parking sites is conducted by clustering various point-of-interest types. Subsequently, a multi-objective site selection model is developed to maximize the coverage of demand points, minimize construction costs, address the largest population demands, and minimize the distance between demand points and candidate sites. The non-dominated sorting genetic algorithm II (NSGA-II) is adopted to obtain several Pareto optimal solutions. The evaluation indexes are selected according to operators, users, and the public transport system to estimate the Pareto optimal solutions, and then the final location solution can be obtained. The calculation methods for several key parameters are improved during the modeling process. Location potential and location influence coefficient are selected to adjust the number of driverless taxi parking spaces. Additionally, isochrones drawn based on the actual road network and path planning represent the service range of candidate points. Meanwhile, distance based on actual road network rather than Euclidean distance is introduced to calculate the distance between candidate points. Finally, a case study shows that the method proposed in this study could reduce the total initial travel time to reach the demand points by 64%, which is independent of operational scheduling.
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来源期刊
International Journal of Transportation Science and Technology
International Journal of Transportation Science and Technology Engineering-Civil and Structural Engineering
CiteScore
7.20
自引率
0.00%
发文量
105
审稿时长
88 days
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