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多车道高速公路合流区端部车辆速度驾驶行为远场观测试验研究
引用本文:万海峰,;张云龙,;郭忠印,;李振江,;舒晓锐.多车道高速公路合流区端部车辆速度驾驶行为远场观测试验研究[J].水运科技信息,2014(5):124-127.
作者姓名:万海峰  ;张云龙  ;郭忠印  ;李振江  ;舒晓锐
作者单位:[1]同济大学交通运输工程学院,上海201804; [2]吉林省高等级公路建设局,长春130021; [3]山东省交通规划设计院,济南250031
基金项目:山东省交通科技创新项目(2012-26)资助
摘    要:为探究多车道高速公路互通立交合流区车辆速度驾驶行为特性,为合流区安全设计提供现实依据,文中选择沪宁多车道高速公路互通立交(群)作为远场观测试验实体工程,采用 MC5600型气压管式车辆分型统计与测速系统采集现场数据及 SPSS Statistics软件处理数据信息。试验表明,多车道高速公路合流区客车、货车速度与出现频率之间可采用正态分布曲线拟合。双车道匝道端部客车平均速度为60~70 km/h,运行速度(v85)为80~90 km/h;双车道匝道端部货车平均速度为60~65 km/h,运行速度(v85)为65~75 km/h;单车道匝道端部货车平均速度为50~60 km/h,运行速度(v85)为60~70 km/h。

关 键 词:多车道高速公路  合流区  驾驶行为  运行速度  安全设计

Field Test Research on Vehicles Speed Driving Behavior in Multi-lane Freeway Interchange Merging Areas
Institution:Wan Haifeng, ZhangYunlong, GuoZhongyin, LiZhenjiang, ShuXiaorui (1. School of Transportation Engineering, Tongji University, Shanghai 201804, China 2. High-grade Freeway Construction Bureau of Jilin Province, Changchun 130021, China 3. Shandong Provincial Communications Planning and Design Institute, Jinan 250031, China)
Abstract:In order to explore and research the characteristic of vehicles'speed driving behavior in a multi-lane freeway interchange diverging area,and provide realistic basis for safety design of diverging area,this paper choosed Shanghai-Nanjing multi-lane freeway interchange (groups)as a field observa-tion engineering,and used MC5600 vehicle type pneumatic tube system statistics and field velocity da-ta and SPSS Statistics software processing data.Tests showed that:the relationship between the fre-quency and the velocity of cars and trucks is the normal distribution.Two-lane ramp terminal average speed of cars is 60~70 km/h,and the operating speed (V85 )of cars is 80~90 km/h;Two-lane ramp terminal average speed of trucks is 60~65 km/h,and the operating speed (V85 )of trucks is 65~75 km/h;the single lane ramp terminal average speed of trucks is 50~60 km/h,and the operating speed (V85 )of trucks is 60~70 km/h.
Keywords:multi-lane freeway  merging areas  driving behavior  operating speed  safety design
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