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高速公路V/C与事故率关系研究

Research on the Relationship Between V/C and Crash Rate on Freeway

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【作者】 钟连德孙小端陈永胜贺玉龙张杰

【Author】 ZHONG Lian-de, SUN Xiao-duan, CHEN Yong-sheng, HE Yu-long, ZHANG Jie (Beijing Key Lab of Traffic Engineering, Beijng University of Technology, Beijing 100022, China)

【机构】 北京工业大学北京市交通工程重点实验室北京工业大学北京市交通工程重点实验室 北京100022北京100022

【摘要】 利用1条我国的高速公路连续3年的事故数据和交通流数据,对V/C和事故率的关系进行了统计分析,研究结果表明,V/C与事故率之间存在着相关关系,2者之间可用二次函数来拟合,曲线呈现U形:事故率在V/C较小时最高;随着V/C增加,事故率逐渐下降;模型显示当V/C=0.58时,事故率最低;随着V/C的继续增加,事故率又随着继续增加.

【Abstract】 The author clarified the relationship between volume to capacity ratio (V/C) and crash rate using three years crash and traffic flow data of a freeway. This relationship can be used as a basic reference to pre-dict and prevent traffic accidents. The hourly crash rate model, having an independent variable of hourly V/C, was established by regression analysis, and the relationship between crash rate and V/C ratio represented by a U-shaped curve. The crash rate is the highest in the low hourly V/C range, decreases with an increasing V/C ratio, and then increases as the V/C ratio increases. When the V/C is 0.58, the crash rate is the low-est.

【基金】 交通部科技项目(2005353H02010,200431822333-01);北京市科学技术委员会博士生论文资助专项(ZZ0626)
  • 【文献出处】 北京工业大学学报 ,Journal of Beijing University of Technology , 编辑部邮箱 ,2007年01期
  • 【分类号】U491.31
  • 【被引频次】60
  • 【下载频次】874
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