Journal of Jilin University(Engineering and Technology Edition) ›› 2022, Vol. 52 ›› Issue (6): 1344-1352.doi: 10.13229/j.cnki.jdxbgxb20210093

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Parking guidance model based on user and system bi⁃level optimization algorithm

Song-xue GAI1,2(),Xiao-qing ZENG1(),Xiao-yuan YUE1,Zi-hao YUAN1   

  1. 1.Key Laboratory of Road and Traffic Engineering of the Ministry of Education，Tongji University，Shanghai 201804，China
    2.Shanghai Transport Research Center，Shanghai 200030，China
  • Received:2021-01-25 Online:2022-06-01 Published:2022-06-02
  • Contact: Xiao-qing ZENG E-mail:gaisongxue@tongji.edu.cn;zengxq@tongji.edu.cn

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Abstract:

Aiming at the technical difficulties of random allocation， unclear control strategy and low utilization rate of current parking guidance system， the user optimization model is established on the basis of designing user optimal strategy， the system optimization model is established on the basis of designing system optimal strategy. The period characteristic rules of the user optimization model and the system optimization model are found out. On this basis， a new bi-level optimization model is established. Verified by simulation experiments， the bi-level optimization model is better than the single model in terms of flow adaptability， the former model gets the minimum parking duration and the maximum parking turnover rate （6.53）. The research results of this paper can be applied to the parking control system of large parking lots of transportation hub.

Key words: engineering of communications and transportation system, parking guidance, bi-level optimization model, optimization algorithm, large-scale parking lot

CLC Number: 

  • U491.7

Fig.1

Modeling diagram of single model"

Fig.2

Modeling diagram of bi-level optimization model"

Fig.3

Background image of Vissim simulation"

Table 1

Vehicle flow input table of parking lot"

编号仿真时段/s

单一流量/

（veh·h-1）

组合流量/

（veh·h-1）

10~900Q*300
2900~1800Q*400
3

1800~2700

（高峰时段）

Q*800
42700~3600Q*200

Fig.4

Modeling image of Vissim simulation"

Table 2

Five optimization models"

模型编号模型名称Zone停车位属性设置（Attraction）
全时段

阶段一

用户最优时段

阶段二

系统最优时段

1用户最优模型1100--
280--
360--
440--
2系统最优模型1100--
2100--
3100--
4100--
3

双层优化模型1

（高峰时段前5 min实施系统最优）

1-100每隔2 min，按空泊位总数从大到小，按比例动态设置。
2-80
3-60
4-40
4

双层优化模型2

（高峰时段前15 min实施系统最优）

1-100每隔2 min，按空泊位总数从大到小，按比例动态设置。
2-80
3-60
4-40
5

双层优化模型3

（高峰时段前20 min实施系统最优）

1-100每隔2 min，按空泊位总数从大到小，按比例动态设置。
2-80
3-60
4-40

Fig.5

Comparison of Vissim simulation process diagram of each model"

Fig.6

Evaluation index boxplot with single flowand different models"

Fig.7

Evaluation index boxplot with combinedflow and different models"

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