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Speed-flow relationship is the fundamental for the traffic simulation and traffic volume forecast. Traditional quadratic polynomial model can’t reflect the saturate flow at signal intersections. In order to determine the speed-flow relationship at signal intersections, the speed and time-headway of vehicles at two signal intersections were investigated and the accuracy of software used to get the speed was tested. After vehicle starting-up from queuing, the time-headway reduces gradually with the increase of speed. The relationship of power exponential function between speed and time-headway is formulated. Traffic volume can be calculated by the vehicle time-headway. Then the speed-flow relationship was developed and an S-shaped curve model was built in this paper. In the S-shaped curve model, traffic flow approaches to the saturate when the speed doesn’t increase. Thus, S-shaped curve model is better to describe the speed-flow relationship at signal intersection. The results can provide a reference to determine the parameters in traffic simulation and for the study of level of service of intersections.
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篇名 Model of Traffic Speed-Flow Relationship at Signal Intersections
来源期刊 应用科学(英文) 学科 数学
关键词 SIGNAL INTERSECTIONS Speed-Flow Time-Headway Power EXPONENTIAL FUNCTION
年,卷(期) 2017,(6) 所属期刊栏目
研究方向 页码范围 319-327
页数 9页 分类号 O1
字数 语种
DOI
五维指标
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研究主题发展历程
节点文献
SIGNAL
INTERSECTIONS
Speed-Flow
Time-Headway
Power
EXPONENTIAL
FUNCTION
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引文网络交叉学科
相关学者/机构
期刊影响力
应用科学(英文)
月刊
2165-3917
武汉市江夏区汤逊湖北路38号光谷总部空间
出版文献量(篇)
247
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0
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