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摘要:
Bicycle traffic operations become increasingly important and yet are largely ignored in the traffic flow community,until recently.We hypothesize that there is no qualitative difference between vehicular and bicycle traffic flow dynamics in single-file case,so the latter can be described by reparameterized car-following models.To test this proposition,we reproduce German (Andresen et al.,2014) and Chinese (Jiang et al.,2016) bicycle experiments on a ring with the intelligent-driver model (IDM) and compare its fit quality (calibration) and predictive power (validation) with that of the necessary-deceleration-model (NDM),which is specifically designed for bike traffic.We find similar quality metrics for both models,so the above hypothesis of a qualitative equivalence cannot be rejected.Moreover,calibration errors of the IDM turn up to be slightly smaller compared to the NDM ones.The NDM represents significant calibration errors for high flow densities,which correspond to flow states,when stop-and-go wave emerge.According to validation tests,the IDM outperforms the NDM as well.Performing two types of validation techniques we discover that inter-driver variation is much higher than the intra-driver variation for bicycle traffic.It coincides with the results obtained from vehicular traffic experiments (NGSIM trajectory data).In addition,we suggest the measure for quantitative comparison of two microscopic fundamental diagrams,which are derived from experimental data and simulated trajectories.The analysis of speed-density relations provides more or less the same results for both models.
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篇名 Simulating bicycle traffic by the intelligent-driver model-Reproducing the traffic-wave characteristics observed in a bicycle-following experiment
来源期刊 交通运输工程学报(英文版) 学科
关键词 Bicycle traffic Car-following model Stop-and-go waves Calibration Validation Fundamental diagram
年,卷(期) 2020,(1) 所属期刊栏目
研究方向 页码范围 19-29
页数 11页 分类号
字数 语种 英文
DOI
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研究主题发展历程
节点文献
Bicycle traffic
Car-following model
Stop-and-go waves
Calibration
Validation
Fundamental diagram
研究起点
研究来源
研究分支
研究去脉
引文网络交叉学科
相关学者/机构
期刊影响力
交通运输工程学报(英文版)
双月刊
2095-7564
61-1494/U
eng
出版文献量(篇)
296
总下载数(次)
0
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