Journal of Jilin University(Engineering and Technology Edition) ›› 2024, Vol. 54 ›› Issue (11): 3209-3219.doi: 10.13229/j.cnki.jdxbgxb.20221644

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Day-to-day equilibrium model of mixed traffic flow considering customized bus and exclusive bus lane

Yu-lin CHANG1,2,3(),Yi-jie WANG1,Jian WANG4,Chao SUN1,2(),Peng ZHANG1,Wen-qian XU1   

  1. 1.School of Automotive and Traffic Engineering，Jiangsu University，Zhenjiang 212013，China
    2.College of Automotive Engineering，Nantong Institute of Technology，Nantong 226002，China
    3.Jiangsu Key Laboratory of ITS，Southeast University，Nanjing 211189，China
    4.School of Transportation，Southeast University，Nanjing 211189，China
  • Received:2022-12-31 Online:2024-11-01 Published:2023-07-23
  • Contact: Chao SUN E-mail:ylchang@ujs.edu.cn;chaosun@ujs.edu.cn

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Abstract:

To study the day-to-day route choice behavior of travelers under the mixed traffic flows of cars， conventional buses and customized buses and its impact on the traffic network， the characteristics of the three travel modes were analyzed first. At the same time， considering the exclusive bus lane as the public transit priority mode， the links were divided into links without exclusive bus lanes and links with exclusive bus lanes， so as to establish the link impedance function under mixed traffic flows. Based on the link impedance function， the traffic network theory was further used to establish the mixed day-to-day equilibrium model. A traffic network with multiple OD travel demand was selected for numerical simulation. The simulation results showed that the influence of experience dependence on customized bus travelers is greater than that on car travelers. Setting exclusive bus lanes can improve the route flows of customized buses， but the significance of the effect is different under different circumstances. When the proportion of conventional bus travelers is too large， the total travel time of all travelers may increase， while the larger the proportion of car travelers attracted by customized buses， the lower the total travel time， and whether the setting of exclusive bus lanes will reduce the total travel time is closely related to the size of these two proportions.

Key words: engineering of communication and transportation, mixed day-to-day equilibrium, iterative weighted algorithm, customized bus, exclusive bus lane

CLC Number: 

  • U491

Fig.1

Nguyen-Dupuis network"

Table 1

Association of OD pair-route-link"

OD对路径路段
（1，2）12-18-11
21-5-7-9-11
31-5-7-10-15
41-5-8-14-15
51-6-12-14-15
62-17-7-9-11
72-7-10-15-17
82-17-8-14-15
（1，3）91-5-7-10-16
101-5-8-14-16
111-6-12-14-16
122-17-7-10-16
131-6-13-19
143-5-7-9-11
（4，2）153-5-7-10-15
163-5-8-14-15
174-12-14-15
184-12-14-15
193-6-12-14-15
（4，3）203-5-7-10-16
213-5-8-14-16
223-6-12-14-16
234-13-19
243-6-13-19
254-12-14-16

Table 2

Data of attributes of links"

路段

编号

路段总容量

/（pcu·h-1）

公交专用道容量/（pcu·h-1）

零流出行时间

/min

19003007
270008
37002009
4900014
58002505
66002009
79003005
8500013
930005
104001009
11700010
1270020010
1360009
147002008
157002009
167002008
1730007
18700015
19700011

Table 3

Data of travel demand"

wQw/（人·h-1）λwμw
（1，2）3 2000.40.3
（1，3）80000.2
（4，2）60000.2
（4，3）2 0000.40.3

Fig.2

Evolution process of actual travel time on link 20"

Fig.3

Evolution process of car flows on partial routes of OD pair （1，2）"

Fig.4

Evolution process of customized bus flows on partial routes of OD pair （1，2）"

Fig.5

Evolution process of car flows on partial routes of OD pair （4，3）"

Fig.6

Evolution process of customized bus flows on partial routes of OD pair （4，3）"

Fig.7

Flows of each link under equilibrium status"

Fig.8

Total travel time of travelers in the traffic network under different values of λ(1,2) and μ(1,2) on day 100"

Fig.9

Total travel time of travelers in the traffic network under different values of λ(1,2) and μ(1,2) on day 100 （N(2)=25，N(3)=15）"

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