Delays caused by motorized vehicles unable to clear intersections in China: Graphical analysis

Zheng-bing He , Shou-feng Ma , Wei Guan

Journal of Central South University ›› 2013, Vol. 20 ›› Issue (9) : 2614 -2624.

PDF
Journal of Central South University ›› 2013, Vol. 20 ›› Issue (9) : 2614 -2624. DOI: 10.1007/s11771-013-1776-4
Article

Delays caused by motorized vehicles unable to clear intersections in China: Graphical analysis

Author information +
History +
PDF

Abstract

In many Chinese cities, motorized vehicles (M-vehicles) move slowly at intersections due to the interference of a large number of non-motorized vehicles (NM-vehicles). The slow movement makes a part of M-vehicles fail to leave intersections timely after the traffic signal turns red, and thereby conflicts between vehicles from two directions occur. The phenomenon was analyzed graphically by using the cumulative vehicle curve. Delays in three cases were modeled and compared: NM-vehicle priorities and M-vehicle priorities with all-red intervals unable to release all vehicles, and longer all-red intervals ensuring release all vehicles. Marginal delays caused by two illegal behaviors that occasionally happened in mixed traffic intersections were also investigated. It is concluded that increasing the speed of M-vehicles leaving intersections and postponing the entering of NM-vehicles are the keys in mathematics, although they are uneasy in disordered mixed traffic intersections due to a dilemma between efficiency and orders in reality. The results could provide implications for the traffic management in the cities maintaining a large number of M- and NM-vehicles.

Keywords

conflict delay / marginal delay / mixed traffic intersection / priority / cumulative count curve of vehicles

Cite this article

Download citation ▾
Zheng-bing He, Shou-feng Ma, Wei Guan. Delays caused by motorized vehicles unable to clear intersections in China: Graphical analysis. Journal of Central South University, 2013, 20(9): 2614-2624 DOI:10.1007/s11771-013-1776-4

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

SuY, WeiZ, ChengS, YaoD, ZhangY, LiL. Delay estimates of mixed traffic flow at signalized intersections in China [J]. Tsinghua Science & Technology, 2009, 14(2): 157-160

[2]

WeiH, LuF, HouG, MogharabiA. Nonmotorized interference and control measures at signalized intersections in China [J]. Transportation Research Record, 2003, 1846: 44-49

[3]

WangD, FengT, LiangC. Research on bicycle conversion factors [J]. Transportation Research Part A: Policy and Practice, 2008, 42(8): 1129-1139

[4]

ChandraS, AgrawalA. Microscopic analysis of service delay at uncontrolled intersections in mixed traffic conditions [J]. Journal of Transportation Engineering, ASCE, 2009, 135(6): 323-329

[5]

AshalathaR. Service delay analysis at TWSC intersections through simulation [J]. KSCE Journal of Civil Engineering, 2011, 15(2): 413-425

[6]

WangY, NihanN L. Estimating the risk of collisions between bicycles and motor vehicles at signalized intersections [J]. Accident, Analysis and Prevention, 2004, 36(3): 313-321

[7]

MinhC C, SanoK, MatsumotoS. Maneuvers of motorcycles in queues at signalized intersections [J]. Journal of Advanced Transportation, 2012, 46(1): 39-53

[8]

PrasetijoJ, PourM H, GhadiriS M R. Capacity of unsignalized intersections under mixed traffic conditions [J]. Procedia-Social and Behavioral Sciences, 2011, 16: 676-685

[9]

LanL. Inhomogeneous cellular automata modeling for mixed traffic with cars and motorcycles [J]. Journal of Advanced Transportation, 2005, 39(3): 323-349

[10]

XieD F, GaoZ Y, ZhaoX M, LiK P. Characteristics of mixed traffic flow with non-motorized vehicles and motorized vehicles at an unsignalized intersection [J]. Physica A: Statistical Mechanics and its Applications, 2009, 388(10): 2041-2050

[11]

WengLConcept design and evaluation of traffic management in Beijing [D], 2010Delft, NetherlandsDelft University of Technology

[12]

GonzalesE J, ChavisC, LiY, DaganzoC F. Multimodal transport modeling for Nairobi, Kenya: Insights and recommendations with an evidence based model [R]. UC Berkeley, 2009

[13]

NewellGApplications of queuing theory [M], 1982London, BritainChapman and Hall London53-104

[14]

DaganzoC FFundamentals of transportation and traffic operations [M], 1997Amsterdam, NetherlandsChapman and Hall London25-46

[15]

WindoverJ R. Some observed details of freeway traffic evolution [J]. Transportation Research Part A: Policy and Practice, 2001, 35(10): 881-894

[16]

LagoA, DaganzoC F. Spillovers, merging traffic and the morning commute [C]. Transportation Research Part B: Methodological, 2007, 41(6): 670-683

[17]

RoessR P, PrassasE STraffic engineering [M], 2004New Jersey, USAPrentice Hall455-480

[18]

Transportation Research BoardHighway capacity manual [M], 200030-73

AI Summary AI Mindmap
PDF

122

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/