Faculty of Engineering, Centre for Transportation Research (CTR), University of Malaya (UM), Kuala Lumpur, Malaysia.
Faculty of Engineering, Smart and Sustainable Township Research Centre, National university of Malaysia (UKM), Bandar Bangi, Malaysia.
PLoS One. 2020 May 7;15(5):e0232799. doi: 10.1371/journal.pone.0232799. eCollection 2020.
Bus services naturally tend to be unstable and are not always capable of adhering to schedules without control strategies. Therefore, bus users and bus service providers face travel time variation and irregularity. After a comprehensive review of the literature, a significant gap was recognized in the field of public transportation reliability. According to literature, there is no consistency in reliability definition and indicators. Companies have their own definition of bus service reliability, and they mostly neglect the passengers' perspective of reliability. Therefore, four reliability indicators were selected in this study to fill the gap in the literature and cover both passengers' and operators' perceptions of reliability: waiting time and on-board crowding level from passengers' perspective, and headway regularity index at stops (HRIS) and bus bunching/big gap percentage from operators' perspective. The primary objective of this research is to improve the reliability of high frequency of bus service and simulation tools currently being used by the public transportation companies. Therefore, a simulation model of bus service was developed to study the strategies to alleviate it. Four different types of strategies were selected and implemented according to Route U32 (Kuala Lumpur) specifications. Model out-put showed that control strategies such as headway-based dispatching could significantly improve headway regularity by almost 62% and the waiting time by 51% on average. Both holding strategies at key stops (previous and Prefol holding) have shown an almost similar impact on reliability indicators. Waiting time was reduced by 44% and 43% after the previous and Prefol Headway strategies were adopted, respectively. However, the implementation of the component of headway-based strategies at the terminal and key stops showed the best impact on reliability, in terms of passenger waiting time. Waiting time and excess waiting time were both significantly reduced by 52.86% and 81.44%, respectively. Nevertheless, the strategies did not show any significant positive effect on the level of crowding during morning peak hours.
公交线路通常不稳定,如果没有控制策略,就无法始终按时运行。因此,公交乘客和公交服务提供商都会面临出行时间的变化和不确定性。在对文献进行全面回顾后,发现公共交通可靠性领域存在显著差距。根据文献,可靠性的定义和指标并不统一。各公司对公交服务可靠性有自己的定义,而且大多忽略了乘客对可靠性的看法。因此,本研究选择了四个可靠性指标来填补文献空白,涵盖了乘客和运营商对可靠性的看法:从乘客的角度来看是候车时间和车上拥挤程度,从运营商的角度来看是到站时距规律指数(HRIS)和公交车串车/大间隔百分比。本研究的主要目的是提高高频公交线路的可靠性和公共交通公司目前使用的仿真工具。因此,开发了一种公交服务仿真模型来研究缓解该问题的策略。根据路线 U32(吉隆坡)的规格,选择并实施了四种不同类型的策略。模型输出表明,基于时距的调度等控制策略可以使时距规律显著提高近 62%,平均候车时间减少 51%。在关键站点采取的前停靠和Prefol 停靠等两种停靠策略对可靠性指标都有类似的影响。采用前和 Prefol 时距策略后,候车时间分别减少了 44%和 43%。然而,在终点站和关键站点实施基于时距的策略的组成部分对可靠性的影响最大,就乘客候车时间而言。候车时间和过度候车时间分别减少了 52.86%和 81.44%。尽管如此,这些策略对早高峰时段车上拥挤程度并没有显示出任何显著的积极影响。