A simulation network model was established using VISSIM software and verified by the T- test. The model took into consideration the road conditions, pedestrian crossing, traffic composi- tion, bus stops and traffic si...A simulation network model was established using VISSIM software and verified by the T- test. The model took into consideration the road conditions, pedestrian crossing, traffic composi- tion, bus stops and traffic signal. The operating characteristics of buses and cars under different flow conditions were studied using the simulation model, and the speed-flow models of buses and cars were established based on the simulation results. Finally, the threshold values of traffic flow for the provision of exclusive bus lanes was determined with the target of optimal travel benefits （per capi- ta） , which would provide a basis for the planning and design of exclusive bus lanes on urban roads.展开更多
公交优先政策造成了社会车辆的延误。在保证公交优先的前提下,提高社会车辆在信号交叉口的行驶效益,实现车道通行能力的最大化,研究了1种城市道路交叉口间歇式公交专用道(intermittent bus lane,IBL)运行模式,在公交车辆通行不受干扰时...公交优先政策造成了社会车辆的延误。在保证公交优先的前提下,提高社会车辆在信号交叉口的行驶效益,实现车道通行能力的最大化,研究了1种城市道路交叉口间歇式公交专用道(intermittent bus lane,IBL)运行模式,在公交车辆通行不受干扰时允许社会车辆驶入公交车道。通过设置预信号实时控制进口道的车辆类型,实现公交专用道的分时共享。考虑信号协同和换道规则,建立3车道元胞自动机模型,采用改进的速度效益模型模拟公交专用道运行状态,引入换道压力模型模拟清空区域强制换道规则。以车辆的平均速度、排队和延误时间等作为评价指标,验证交叉口间歇式公交专用道的设置效果。研究结果表明:(1)相较于传统公交专用道,交通量未达到车道通行能力的50%时,IBL模式下社会车辆平均延误时间和排队时间分别降低6.9%和4.9%,公交车辆平均速度提高3%,平均延误时间降低5%;(2)当交通量达到车道通行能力50%~80%时,社会车辆平均速度提高15%~37%,平均延误时间降低8%~20%,但是公交车辆平均速度降低3.4%,平均延误时间提高5.7%;(3)当交通量大于车道通行能力的80%时,社会车辆平均速度提高6.7%,平均延误时间降低5.8%,而公交车辆平均延误时间提高28.2%。最后,选取实际道路交叉口作为应用案例验证IBL的可行性。结果表明,在平峰时段、中等交通量条件下,IBL模式具有良好的适用性,可以显著降低排队时间。展开更多
基金Supported by the National High Technology Research and Development Program of China("863"Program)(2011AA110304)
文摘A simulation network model was established using VISSIM software and verified by the T- test. The model took into consideration the road conditions, pedestrian crossing, traffic composi- tion, bus stops and traffic signal. The operating characteristics of buses and cars under different flow conditions were studied using the simulation model, and the speed-flow models of buses and cars were established based on the simulation results. Finally, the threshold values of traffic flow for the provision of exclusive bus lanes was determined with the target of optimal travel benefits （per capi- ta） , which would provide a basis for the planning and design of exclusive bus lanes on urban roads.
文摘公交优先政策造成了社会车辆的延误。在保证公交优先的前提下,提高社会车辆在信号交叉口的行驶效益,实现车道通行能力的最大化,研究了1种城市道路交叉口间歇式公交专用道(intermittent bus lane,IBL)运行模式,在公交车辆通行不受干扰时允许社会车辆驶入公交车道。通过设置预信号实时控制进口道的车辆类型,实现公交专用道的分时共享。考虑信号协同和换道规则,建立3车道元胞自动机模型,采用改进的速度效益模型模拟公交专用道运行状态,引入换道压力模型模拟清空区域强制换道规则。以车辆的平均速度、排队和延误时间等作为评价指标,验证交叉口间歇式公交专用道的设置效果。研究结果表明:(1)相较于传统公交专用道,交通量未达到车道通行能力的50%时,IBL模式下社会车辆平均延误时间和排队时间分别降低6.9%和4.9%,公交车辆平均速度提高3%,平均延误时间降低5%;(2)当交通量达到车道通行能力50%~80%时,社会车辆平均速度提高15%~37%,平均延误时间降低8%~20%,但是公交车辆平均速度降低3.4%,平均延误时间提高5.7%;(3)当交通量大于车道通行能力的80%时,社会车辆平均速度提高6.7%,平均延误时间降低5.8%,而公交车辆平均延误时间提高28.2%。最后,选取实际道路交叉口作为应用案例验证IBL的可行性。结果表明,在平峰时段、中等交通量条件下,IBL模式具有良好的适用性,可以显著降低排队时间。
