| T型远引左转交叉渠划方案的Vissim仿真分析 |
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| 引用本文： | 邹迪明,陈洪庆.T型远引左转交叉渠划方案的Vissim仿真分析[J].城市建筑,2014(4):242-243. |
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| 作者姓名： | 邹迪明 陈洪庆 |
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| 作者单位： | 中国市政工程中南设计研究总院有限公司,青岛266100 |
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| 摘 要： | 针对左转车流影响交叉口通行能力的现象，选取左转视距受限的主干路-次干路“T”型交叉口为研究对象，提出“主路信控左转”、“主路远引左转”两种组织方案，并通过Vissim仿真软件对两种方案中交叉口延误、左转延误、左转运行时间等参数的对比分析，得出“主路远引左转”在T型交叉口的可行性。
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| 关 键 词： | T型交叉口 远引左转 Vissim仿真 延误 |
Vissim Simulation Analysis of T-intersections Indirect Left U-turn Cross Drainage Scheme |
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| Zou Diming,Chen Hongqing.Vissim Simulation Analysis of T-intersections Indirect Left U-turn Cross Drainage Scheme[J].Urbanism and Architecture,2014(4):242-243. |
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| Authors: | Zou Diming Chen Hongqing |
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| Affiliation: | Zou Diming, Chen Hongqing |
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| Abstract: | Considering the influence of left turn traffic at an intersection, the T-intersection is selected as the research obje-ct including a trunk road and a secondary road, and “the main road signal control left”and“the main road indirect left U-tur-n”two organization methods are put forward. The main road indirect left U-turn is feasible , through comparative analysis of intersection delay、turn-left delay and running time in the two programs based on Vissim simulation. |
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| Keywords: | T-intersections indirect left U-turn Vissim simu-lation delay |
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