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引用本文:谭真,黄志义,梅振宇. ��·Э���µ���TSP���Թؼ����Ʋ��������Ż�[J]. 交通运输系统工程与信息, 2012, 12(4): 64-71
作者姓名:谭真  黄志义  梅振宇
作者单位:????? ????????о????????? 310058
基金项目:国家自然基金项目(50908205);浙江省自然科学基金项目(LY12E08020)
摘    要:城市交通道路中很多都采用了干道协调加单点感应模式,实施公交信号优先(TSP),公交专用道通行相位一般为协调相位,这要求优先策略满足周期稳定的要求.考虑协调控制的约束,以实际关键交叉口为对象,通过VISSIM-VAP模块实现了满足特定约束的TSP策略控制逻辑.仿真分析不同流量条件下TSP策略对最佳周期的影响以及单位绿灯延长时间、初始绿灯时间等关键控制参数的优化方法.结果表明:在特定流量组合下,与传统TRRL公式法相比,增加周期存在一定效益;单位绿灯延长时间、优先相位初始绿灯时间的取值均需考虑特定的流量条件;且对比发现,红灯早断策略的效果略优于绿灯延长策略.

关 键 词:???н??  ???????????  ???????  ???????  ???????  ??λ?????????  
收稿时间:2012-01-11

Simulation of Key Control Parameters with TSP Strategies and Artery Coordination on Isolated Intersections
TAN Zhen , HUANG Zhi-yi , MEI Zhen-yu. Simulation of Key Control Parameters with TSP Strategies and Artery Coordination on Isolated Intersections[J]. Journal of Transportation Systems Engineering and Information Technology, 2012, 12(4): 64-71
Authors:TAN Zhen    HUANG Zhi-yi    MEI Zhen-yu
Affiliation:Institute of Transportation Engineering, Zhejiang University, Hangzhou 310058, China
Abstract:The combination of arterial coordination and actuated control of single intersection has become a fascinating control pattern.Because coordination is usually implemented along the main road which has bus lanes,it requires active signal priority strategies with a stable cycle length.Taking the real key intersections on artery as the subject,the TSP controlling logics with specific restrictions are realized by the VISSIM-VAP module.Through simulation analysis,the effect of TSP strategies with flow variation on optimal cycle is discussed,together with a reasonable way to select gap time and priority phase’s initial green.The results show that under special flow combination,increasing the cycle time generated by traditional TRRL approach can obtain some extra benefits.And the volume condition has a bearing on both gap time and TSP phase’s initial green time.Besides,the efficacy of early green is slightly better than green extension strategy by comparison.
Keywords:urban traffic  active signal priority  simulation analysis  control parameters  optimal cycle  gap time
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