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城市互通左侧合流区交通运行状态及几何尺寸研究

潘兵宏 陈阳子 王云飞 王家伟 宋瑞华

市政技术2026,Vol.44Issue(3):9-21,174,14.
市政技术2026,Vol.44Issue(3):9-21,174,14.DOI:10.19922/j.1009-7767.2026.03.009

城市互通左侧合流区交通运行状态及几何尺寸研究

Study on Traffic Operation Status and Geometric Dimensions of Left Merging Zones at Urban Interchanges

潘兵宏 1陈阳子 1王云飞 1王家伟 1宋瑞华1

作者信息

  • 1. 长安大学特殊地区公路工程教育部重点实验室,陕西西安 710064
  • 折叠

摘要

Abstract

In some cities,the road interchange construction is constrained by land use restrictions.Adopting a left-entry configuration can avoid land use limitations,reduce project costs,and minimize unnecessary detours.Howev-er,there are few provisions for the layout and minimum length of left-entry acceleration lanes in relevant current Chinese standards.Based on field survey data,this study analyzed the speed characteristics of passenger vehicles at the typical cross-section of acceleration lanes in left-entry merging zones of urban interchanges,and confirmed that the time headway in the leftmost lane of the main line follows a log-normal distribution.Considering the acceleration behavior,lane-changing patterns,and visual characteristics of passenger vehicles at the tapered section,an opti-mal left-entry acceleration lane configuration was proposed,and an acceleration lane length calculation model was built.Through calibration of key parameters of the acceleration lane length,the minimum recommended length for left-entry acceleration lanes was proposed.The research findings indicate that a parallel configuration is preferable for left-entry acceleration lanes.The minimum length depends not only on the main line design speed but also on the ramp design speed,which should be designed comprehensively by both.

关键词

城市道路/左侧入口/加速车道/线形指标/适用性

Key words

urban road/left entrance/acceleration lane/linear index/applicability

分类

交通工程

引用本文复制引用

潘兵宏,陈阳子,王云飞,王家伟,宋瑞华..城市互通左侧合流区交通运行状态及几何尺寸研究[J].市政技术,2026,44(3):9-21,174,14.

基金项目

各省级科技专项计划(202007) (202007)

市政技术

1009-7767

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