TY - GEN
T1 - The impact analysis of intersection sight distance on vehicle speed
AU - Liu, Miaomiao
AU - Lu, Guangquan
AU - Li, Yang
PY - 2010
Y1 - 2010
N2 - Sight distance and vehicle speed are closely related to traffic safety, and good sight distance not only enable driver to judge the road traffic environment correctly, determine the correct driving behavior, but also determines effective operating time of the driving behavior. This paper made an in-depth analysis to intersection sight distance and turning characteristics, and carried on a statistical analysis to relationships among stopping distance, landscape static sight distance and the difference between them with vehicle speed, which took Mudanyuan Intersection of Haidian District in Beijing as an example and used mathematical models of the landscape static sight distance and the stopping distance. From the experiments we find that intersection sight distance have a strong correlation with vehicle velocity. Intersection static sight distance and sight distance difference have positive correlations with turning right vehicle velocity, while have negative correlations with direct vehicle velocity. Besides, it can be seen by combining the existing data that the greater static sight distance and sight distance difference are, the higher the maximum speed which is allowed and enable ensure the safety of traveling and turning right vehicle velocity are, but direct vehicle speed is lower, which has certain relations with driver psychology. Direct driving in the situation of smaller static sight distance and sight distance difference, drivers will be more anxious and then they are more inclined to speed up to avoid transportation conflicts and accidents; but if static sight distance and sight distance difference are greater, drivers will control accelerator and brake calmly, and the moving velocity will be lower.
AB - Sight distance and vehicle speed are closely related to traffic safety, and good sight distance not only enable driver to judge the road traffic environment correctly, determine the correct driving behavior, but also determines effective operating time of the driving behavior. This paper made an in-depth analysis to intersection sight distance and turning characteristics, and carried on a statistical analysis to relationships among stopping distance, landscape static sight distance and the difference between them with vehicle speed, which took Mudanyuan Intersection of Haidian District in Beijing as an example and used mathematical models of the landscape static sight distance and the stopping distance. From the experiments we find that intersection sight distance have a strong correlation with vehicle velocity. Intersection static sight distance and sight distance difference have positive correlations with turning right vehicle velocity, while have negative correlations with direct vehicle velocity. Besides, it can be seen by combining the existing data that the greater static sight distance and sight distance difference are, the higher the maximum speed which is allowed and enable ensure the safety of traveling and turning right vehicle velocity are, but direct vehicle speed is lower, which has certain relations with driver psychology. Direct driving in the situation of smaller static sight distance and sight distance difference, drivers will be more anxious and then they are more inclined to speed up to avoid transportation conflicts and accidents; but if static sight distance and sight distance difference are greater, drivers will control accelerator and brake calmly, and the moving velocity will be lower.
KW - Mathematical model
KW - Sight distance
KW - Statistical analysis
KW - Turning characteristics
UR - https://www.scopus.com/pages/publications/77958072410
U2 - 10.1061/41123(383)26
DO - 10.1061/41123(383)26
M3 - 会议稿件
AN - SCOPUS:77958072410
SN - 9780784411230
T3 - Proceedings of the Conference on Traffic and Transportation Studies, ICTTS
SP - 295
EP - 304
BT - Traffic and Transportation Studies 2010 - Proceedings of the 7th International Conference on Traffic and Transportation Studies
T2 - 7th International Conference on Traffic and Transportation Studies, (ICTTS 2010)
Y2 - 3 August 2010 through 5 August 2010
ER -