FUNDAMENTAL DIAGRAM ESTIMATION BASED ON RANDOM PROBE PAIRS ON SUB-SEGMENTS
被引:3
作者:
Deng, Xiaoli
论文数: 0引用数: 0
h-index: 0
机构:
Guizhou Univ, Sch Math & Stat, South Sect Huaxi Rd, Guiyang, Peoples R ChinaGuizhou Univ, Sch Math & Stat, South Sect Huaxi Rd, Guiyang, Peoples R China
Deng, Xiaoli
[1
]
Hu, Yao
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h-index: 0
机构:
Guizhou Univ, Sch Math & Stat, South Sect Huaxi Rd, Guiyang, Peoples R China
Guizhou Univ, Guizhou Prov Key Lab Publ Big Data, South Sect Huaxi Rd, Guiyang, Peoples R ChinaGuizhou Univ, Sch Math & Stat, South Sect Huaxi Rd, Guiyang, Peoples R China
Hu, Yao
[1
,2
]
Hu, Qian
论文数: 0引用数: 0
h-index: 0
机构:
Guizhou Univ, Sch Math & Stat, South Sect Huaxi Rd, Guiyang, Peoples R ChinaGuizhou Univ, Sch Math & Stat, South Sect Huaxi Rd, Guiyang, Peoples R China
Hu, Qian
[1
]
机构:
[1] Guizhou Univ, Sch Math & Stat, South Sect Huaxi Rd, Guiyang, Peoples R China
[2] Guizhou Univ, Guizhou Prov Key Lab Publ Big Data, South Sect Huaxi Rd, Guiyang, Peoples R China
traffic fundamental diagram estimation;
expectation maximisation algorithm;
linear regression;
confidence interval;
probe pairs;
TRAFFIC FLOW;
TRAJECTORIES;
DENSITY;
WAVES;
D O I:
10.7307/ptt.v33i5.3741
中图分类号:
U [交通运输];
学科分类号:
08 ;
0823 ;
摘要:
A new statistical algorithm is proposed in this paper with the aim of estimating fundamental diagram (FD) in actual traffic and dividing the traffic state. Traditional methods mainly focus on sensor data, but this paper takes random probe pairs as research objects. First, a mathematical method is proposed by using probe pairs data and the jam density to determine the FD on a stationary segment. Second, we applied it to the near -stationary probe traffic state set through linear regression and expectation maximisation iterative algorithm, estimating the free flow speed and the backward wave speed and dividing the traffic state based on the 95% confidence interval of the estimated FD. Finally, simulation and empirical analyses are used to verify the new algorithm. The simulation analysis results show that the estimation error corresponding to the free flow speed and the backward wave speed are 1.0668 km/h and 0.0002 km/h respectively. The empirical analysis calculates the maximum capacity of the road and divides the traffic into three states (free flow state, breakdown state, and congested state), which demonstrates the accuracy and practicability of the research in this paper, and provides a reference for urban traffic monitoring and government decision-making.
机构:
Tokyo Inst Technol, Dept Civil Engn, Meguro Ku, 2-12-1-M1-20,O Okayama, Tokyo 1528552, JapanTokyo Inst Technol, Dept Civil Engn, Meguro Ku, 2-12-1-M1-20,O Okayama, Tokyo 1528552, Japan
Seo, Toru
论文数: 引用数:
h-index:
机构:
Kusakabe, Takahiko
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2015,
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