DocumentCode :
2879444
Title :
Mixed Traffic Flow Characteristic of the Ramp of Urban Overpass
Author :
Liu, Jianzhen ; Zhang, Hao ; Zhang, Yongwang
Author_Institution :
Res. Inst. of Highways, RIOH Transp. Consultants Ltd., Beijing, China
fYear :
2012
fDate :
1-3 June 2012
Firstpage :
1
Lastpage :
4
Abstract :
To study the microscopic characteristics of motor and non-motor vehicles in urban overpass, two ramps which located at Xizhimen and Jimenqiao of Beijing were investigated by video and manual survey. The data include speed, arrival characteristic, lane width, slope and so on. The arrival characteristic of straight bicycle obeys a negative binomial distribution. Without causing traffic jams, the average speed of straight bicycle is reduced by 0.17m/s by traffic conflict and the average speed of right vehicle is reduced by 1.4m /s. By the measured data, the regression models of vehicle speed - acceleration and the safety speed of turning were established. Finally, the ramp was simulated by the simulation software VISSIM. The simulation-related parameters were calibrated by the measured data. The impact of right-turn vehicle delays was analyzed, and then the traffic congestion threshold was proposed.
Keywords :
bicycles; binomial distribution; regression analysis; road traffic; Beijing; Jimenqiao; Xizhimen; lane width; manual survey; microscopic characteristics; mixed traffic flow characteristics; motor vehicles; negative binomial distribution; nonmotor vehicles; right-turn vehicle delays; simulation software VISSIM; simulation-related parameters; straight bicycle arrival characteristics; traffic conflict; traffic congestion threshold; traffic jams; turning speed; urban overpass ramp; vehicle speed regression models; video survey; Acceleration; Bicycles; Delay; Educational institutions; Turning;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Remote Sensing, Environment and Transportation Engineering (RSETE), 2012 2nd International Conference on
Conference_Location :
Nanjing
Print_ISBN :
978-1-4673-0872-4
Type :
conf
DOI :
10.1109/RSETE.2012.6260626
Filename :
6260626
Link To Document :
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