 Research
 Open Access
 Published:
Bilevel route guidance method for largescale urban road networks
EURASIP Journal on Wireless Communications and Networking volume 2019, Article number: 127 (2019)
Abstract
This paper proposes a bilevel route guidance method based on macroscopic fundamental diagram (MFD) for urban road network, which is a combination of central route guidance and distributed route guidance and it considers the intentions of both traffic management and traveler. It is a compromise of system optimum and user optimum. In upperlevel route guidance, traffic dynamic evolution model of route guidance subregion based on MFD is constructed and system optimal dynamic traffic assignment method on traffic guidance subregion level is proposed. In lowerlevel route guidance, the traffic guidance paths are generated by solving the optimal path problem of the reactive users. Through analysis of the data gathering from Changchun City, China, it is verified that the proposed method not only meets the realtime requirements of dynamic traffic guidance but also provides benefits for the whole traffic system and individual traveler.
Introduction
Urban traffic congestion is increasingly serious; the tendency of congestion range turns from single intersection, road section to regional road network. Traditional approach which considers intersection and road section to organize traffic cannot solve urban traffic congestion problem efficiently. Research on traffic congestion problem is moving to region level. Hence, it is necessary to determine a method to describe the macro traffic condition of regional road networks in the first place, and to divide guidance subregion of urban road networks before formulating and implementing the guidance strategy. The application of macroscopic fundamental diagram (MFD) theory is an effective way. Daganzo and Geroliminis found that link flow and occupancy rate in road networks show a regular variation trend which appears as curve form with low discreteness during the research analysis of traffic measured data of road networks of Yokohama, Japan. Then, they put forward the concept of MFD formally [1, 2]. And in subsequent studies, they found that MFD not only can describe the relationship between network flow and density (occupancy rate) but also can reflect the relevance between outflow traffic volume (including the regional vehicle quantity of both arrival and departure) and running vehicles in the road network, in addition, the relation between vehicle operating distance and time, etc. [3, 4]. Therefore, MFD is considered to show the universal relation between operation efficiency and traffic volume of road network, and provides an effective way to traffic management and control [5, 6] and traffic network analysis and evaluation [7,8,9].
Dynamic traffic routing guidance is an effective way to alleviate urban traffic congestion problem; it is based on dynamic traffic assignment, which influences travel decision making of travelers through releasing dynamic guidance information and generating guidance path and adjusts traffic flow of urban road networks so that traffic flow can be assigned into entire urban road network evenly. Thereby, traffic congestion problem can be alleviated and operation level of entire road network can be promoted. Traffic guidance system is divided into two categories: ‘Central traffic guidance’ and ‘Distributed traffic guidance,’ which have different ways of information processing and guidance path generating. There are two effective thinking to promote traffic guidance path generation efficiency: first, it considers data processing capacity, through limiting the path (node) searching range to reduce the scale of data processing [10]; second, from the perspective of data processing, adopting parallel computing, bidirectional search, and other methods to improve computing efficiency [11, 12].
Central traffic route guidance can improved the overall operation efficiency of road network. However, it is difficult to achieve the realtime requirement of realtime traffic induction because of the need for massive data calculation. Distributed traffic route guidance computing time and space complexity are lower, which can satisfy the realtime requirement, but it may cause congestion transfer and new congestion. Therefore, this paper proposes a bilevel path guidance strategy which combines both central and distributed traffic route guidance. In upperlevel route guidance, central route guidance takes place in central end; guidance subregion is the elementary unit of system optimal dynamic traffic assignment, and guidance path of subregion level can be generated then sent to the vehicle terminal. In lowerlevel route guidance, distributed route guidance is done by vehicle terminal; it searches and generates user optimal path from guidance subregion which is passed by guidance path of guidance subregion level from the central end. This strategy makes a combination of central path guidance and distributed path guidance, which effectively compensates their own deficiencies of those two guidance methods. This strategy considers the intentions of both traffic management and traveler. And it reaches the compromise of system optimum and user optimum, which is a commendable attempt of improving traffic flow guidance system. The purpose is to improve the rational distribution of road traffic flow, improve the efficiency of road network operation, reduce delay, and alleviate traffic congestion.
Methodology
Traffic guidance subregion division based on MFD
Macroscopic fundamental diagram model specification
With the number of network operation vehicles (N) as the abscissa, road network operating capacity (P) as the ordinate, reflect the whole process of the road network shifting from heavy to smooth. The network operating capacity is represented as operating vehicle mileage in the road network per unit time (the product of network operating vehicle and average travel speed ‘V’).
In the equation, h(•) is the functional relationship between the vertical and horizontal coordinate variables_{,} v_{i} is the travel speed of road section i (m/s), and l_{i} is the length of road section i_{.}
The operating capacity P can be obtained through realtime monitoring the average speed V.and the number of operating vehicles N and then get the MFD scatter plot of the road network.
Obtained scatter points are used for curve fitting by cubic polynomial with the constant term of zero:
In the equation, m_{1}, m_{2}, m_{3} represent the parameter calibrated in the model.
Considering the impact on MFD caused by the in homogeneity of spatial distribution of road network density, the nonuniform coefficient σ can be introduced in the model, then obtain the generalized macroscopic fundamental diagram (GMFD):
In the equation, m_{1}, m_{2}, m_{3}, a, b, c represent the parameters calibrated in the model.
In the equation, k_{i} represents the density of road section i, k^{w} represents the average density of the road network, and I represents the number of road sections in the road network.
Traffic guidance subregion division
The more uniform the spatial distribution of section density of the road network is, the lower the dispersion of the scatter gained from MFD is, the more accurate the MFD model can be built; furthermore, when the MFD model is applied to traffic route guidance, the error caused by data aggregating is much smaller and the guidance effect is better. Therefore, the ‘homogeneity’ of road network is a principle need considering when conduct the traffic guidance subregion division based on MFD. However, MFD is also the macroscopic property of road network; moreover, in order to facilitate the development and implementation of traffic guidance strategy, it also need cooperating with other principles. The principles of traffic guidance subregion division based on MFD are as follow:

1.
The guidance subregion has ‘homogeneity.’ This is the prerequisite of MFD stably existence and its good performance, and the basic of applying MFD model into traffic guidance.

2.
The guidance subregion must have a certain scale. MFD reflects the macroscopic characteristics of road network, and it shows the result of aggregate and statistical regularity generated from the traffic parameters of a certain number of road sections. Thus, guidance subregion division must ensure that the subregion has a certain size of space.

3.
The number of guidance subregion must be reasonable and determined through considering the actual traffic condition and guidance objectives. Central traffic guidance in upperlevel route guidance of bilevel path guidance strategy proposed by the paper is that abstract guidance subregion into road section and carry out system optimum dynamic traffic assignment by using subregion as elementary unit. If the number of subregion is too much, then the operation efficiency is reduced. If the number of subregion is too little, it is hard to promote the operation efficiency of the whole road network.

4.
The guidance subregion must have internal connections and external connections between adjacent subregions. It is aimed to provide travelers who pass within the subregion or pass through multiple subregions a complete and connected path from the perspective of guidance path generating.
After analyzing above principles, it is easy to find that the less road sections in each subregion is, the more easily the subregion is in the ‘homogeneous’ state; nevertheless, that leads to much smaller scale of the subregion, which is inconsistent with the second principle mentioned above; moreover, the number of subregions will get too much after this division way, which does not match the third principle. In addition, it can easily lead to internal disconnections of subregions and external disconnections among adjacent subregions, which is incompatible with the fourth principle. However, the second, third, and fourth principle are the essential requirement for the stably existence of MFD and that MFD model can be applied to traffic guidance and gain better effects. Therefore, when dividing the subregion based on MFD, it must ensure that the principle 1 is satisfied as far as possible on the basis of not breaking the principle 2, 3, 4.
Bilevel path guidance strategy
Main idea of bilevel path guidance strategy
Suppose that the urban road network is divided into nine rectangular guidance subregion, as shown in Fig. 1. Ensure the relative homogeneity of traffic flow density among each guidance subregion which has stable MFD property.
According to bilevel route guidance strategy of this paper, at some point, conduct the route guidance to the traveler whose starting point is the red pentagram position and destination is the blue pentagram position shown in Fig. 1. In upperlevel path guidance, central end needs to confirm the guidance path of guidance subregion level. For instance, at the moment, central end can lead the traveler move along the subregion 1 → 2 → 3 → 6 → 9 or 1 → 4 → 7 → 8 → 9 or 1 → 2 → 5 → 8 → 9 to finish this journey, which the route has been shown in Fig. 1 using three different colors. In such a situation, central end obtains the macroscopic traffic state of each guidance subregion based on MFD theory, which abstracts the subregion as road section to build the function relationship between road impedance and traffic flow. Conduct the dynamic traffic assignment of guidance subregion level optimally based on system optimum and send the guidance path of subregion level to vehicle terminal. Suppose that the travel sequence of guidance subregion is 1 → 2 → 5 → 8 → 9.
In lowerlevel route guidance, vehicle terminal receives the guidance path of subregion level (1 → 2 → 5 → 8 → 9) sent by the central end, and only in region 1, region 2, region 5, region 8, region 9, which this path passes. According to the realtime information of traffic condition, conduct vehicle route optimization based on user optimum, and suppose that the final generating path is that the red arrow shows in Fig. 2.
This strategy considers the will of both transport manager and traveler; it is the combination of central guidance and distributed guidance, and the compromise of system optimum and user optimum.
Consider two extreme cases, that is, the maximum and minimum number of guidance subregion generated by urban road network division:

1.
The number of guidance subregion is maximum: it means that each road section is divided into a guidance subregion; at this point, the number of guidance subregion is equal is the number of total road sections of the road network, which is the most ‘homogeneity’ situation of the guidance subregion. Under this circumstance, the central end conducts system optimum dynamic traffic assignment of every guidance subregion, namely each section is assigned in proportion; at this point, bilevel route guidance is equal to central guidance based on system optimum.

2.
The number of guidance subregion is minimum: that is, the whole road network is a single guidance subregion; at this point, the number of guidance subregion is 1. In this situation, guidance path of guidance subregion level which the vehicle terminal received only contains one guidance subregion; in addition, it contains all sections of the road network, and it is easy to understand that, at this point, bilevel route guidance degenerates into distributed guidance based on user optimum.
Consequently, controlling the number of guidance subregion reasonably based on actual traffic condition and need can effectively adjust the effect of bilevel route guidance.
Upperlevel path guidance based on system optimum
Suppose that the urban road network is divided into K guidance subregions, k = {1, 2, ⋯K}, each guidance subregion has relative homogeneity of traffic flow density and stable MFD features.
Upperlevel path guidance is to carry out dynamic traffic assignment of guidance subregion based on system optimum, which is different from the traditional link and node oriented dynamic traffic assignment; it needs to abstract subregion into road section and the boundary of adjacent guidance subregions is abstracted as node, and rebuild the function relationship between the road impedance function and flow variation, yet the non negative constrains, initial conditions are similar to those in traditional dynamic traffic assignment; only the object turns from road section to guidance subregion.
First, define the following symbolic variables:
N_{k}(t)—time t, the number of vehicles running in the guidance subregion k, unit is veh;
P_{k}(N_{k}(t))—operating capacity of guidance subregion k at time t, the value is the operating vehicle mileage of guidance subregion k per unit time, unit is veh ⋅ m/s;
V_{k}(t)—at time t, the average operating speed of guidance subregion k, unit is m/s;
M_{k}(t)—at time t, travel completion rate of guidance subregion k, unit is veh/s, it is defined as the vehicle outflow of subregion k per unit time; it is worth noting that it includes the number of vehicles of both arrive in and leave from this region;
L_{k}—the average travel distance of guidance subregion k, unit is m. Once the guidance subregion division is determined, it is a fixed value;
T_{k}(t)—at time t, reactionary average travel time of guidance subregion k, unit is s.
Through the above definition, according to MFD theory, there are:
T_{k}(t) is a function of N_{k}(t), which can be considered as road impedance function of guidance subregion k.
Define \( {N}_{rs}^{pk}(t) \) representing the number of vehicles operating in the guidance subregion k at time t whose origin and destination are subregion r and subregion s respectively and travel route is path p. Here, p is a sequence of guidance subregions which consist of a series of guidance subregions that from starting subregion r to final subregion s; obviously, guidance subregion k belongs to route sequence p, then there are:
Define \( {M}_{rs}^{pk}(t) \) representing the completion rate of the vehicles at time t in the guidance subregion k whose origin and destination are subregion r and subregion s respectively and travel route is path p, then there are:
Define Q_{rs}(t) representing the traffic demand generated at time t which starts at subregion r and ending at subregion s; \( {Q}_{rs}^p(t) \) represents the travel demand assigned to the path p, then there are:
Define p_{+}(k) representing the subregion next to sub region k in the route sequence p.
Define p_{+}(k) representing the subregion closely after the subregion k on the route sequence p, and p _ (k) representing the subregion closely before the subregion k on the route sequence p.
\( {M}_{rs}^{k\to {p}_{+}(k)}(t) \) represents the diverted traffic volume from subregion k to subregion p_{+}(k). Traffic volume variation function relationship is shown in the equation below. (In order to simply express the formula, time t is omitted):
Dynamic system optimal state requires equal and minimum marginal travel time \( {\tau}_{rs}^p(t) \) in all optional paths; therefore, the vehicle can be assigned to a path with minimal timevarying marginal cost. Identify those paths through calculating the marginal travel time of guidance subregion τ_{k}(t) and applying the algorithm of solving dynamic minimal path. The marginal travel time of guidance subregion k can be calculated from the equation below (In order to simply express the formula, time t is omitted):
Through above process and calculation, upperlevel route guidance—system optimal dynamic traffic assignment problem based on guidance subregion can be abstracted into traditional system optimal dynamic traffic assignment problem based on links and nodes to describe and solve. Method of successive averages (MSA) is a kind of common heuristic algorithm which is suitable for solving the problem of balanced traffic flow assignment. MSA algorithm is applied in this paper to obtain the solutions to dynamic traffic assignment problem of upperlevel path guidance.
Lowerlevel path guidance based on user optimum
Lowerlevel path guidance is that under the premise of fully accepting the instructions of upperlevel path guidance, within the range of guidance path of subregion level generated from upperlevel path guidance, vehicle path optimization based on user optimum is achieved through solving the optimal (short) path problem of timevarying road network.
For the classic algorithms of dynamic shortest route, including Dijkstra algorithm, A^{∗} algorithm, Floyd algorithm, etc., as long as the timevarying road network meet the firstinfirstout constraint (FIFO) features, it can be used to solve the dynamic optimal path problem. The research priority of this paper is the bilevel path guidance strategy not the user optimal path solving algorithm itself, hence, the commonly used A^{∗} algorithm is chosen in the paper. This algorithm has higher calculative efficiency comparing with Dijkstra algorithm.
A^{∗} algorithm is a heuristic search algorithm; it is not to treat all nodes equally but only choose those nodes which have the greatest probability, until the target nodes are found. Therefore, comparing with Dijkstra algorithm, it reduces the number of nodes required for searching, and promotes calculative efficiency.
Note that vehicle path optimization in lowerlevel route guidance is realized on the basis of upperlevel path guidance of subregion level. Searching of links and nodes is only carried out in the specific guidance subregions; in other words, only the subregions on the sequence identified by upperlevel route guidance are passed. In this situation, the road sections outside the defined range of the subregions are regarded as disconnection, and the travel time is considered as infinite, and the intersection nodes outside the range are not extended. Under such limitation condition, the abovementioned A^{∗} algorithm is applied to achieve the optimization of vehicle path in lowerlevel route guidance.
Results and discussion
The study designs a simulation experiment by use of ArcGIS and Paramics software, which chooses local road network of Changchun city. The division of subregion is shown in Fig. 3.
By importing traffic demand files and OD matrix and loading different flow to simulate traffic demand of different time, and replace and modify the original core model of dynamic traffic assignment through API interface to simulate the dynamic traffic assignment based on system optimum, user optimum and bilevel path guidance strategy of this paper, and make the comparative analysis of simulation results. Simulation time is set to 2 h, sampling period is 300 s.
ArcGIS is used for road network building and data storage, and it achieves the function of path searching via secondary development. Load the traffic information generated by the paramics simulation on ArcGIS, which can be used as the base data for the path searching.
Under the bilevel path guidance strategy, network operating vehicle variation with time in each guidance subregion is shown in Fig. 4.
Take subregion 1 as an example, where MFD of local road network is drawn and shown in Fig. 5. As can be seen from Fig. 5, under three different path guidance, with the increase of road network congestion, the operation capacity of road network shows a downward trend, and the decline scope is different: under system optimal condition, the decreasing amplitude is not obvious; and under bilevel path guidance condition, there is a slight drop; however, under user optimal condition, the operation capacity of road network has a significant decline. It demonstrates that bilevel route guidance strategy can well adjust the number of operation vehicles in guidance subregion and ensure that the operation capacity of road network keeps at a relatively high level.
Total delay of road network under different traffic guidance is used for comparative analysis, and the results are shown in Table 1.
It can be seen from Table 1 that the total delay of road network under bilevel path guidance strategy is lower than that under user optimal condition, yet higher than that under system optimal condition. Those discrepancies are related to the congestion state of road network; the more serious the congestion state is, the more the discrepancy between bilevel path guidance and user optimum mode is; on the contrary, the smoother the road network is, the lesser the discrepancy between bilevel path guidance and user optimum mode is. This fully shows that the bilevel path guidance proposed in this paper is the compromise situation between user optimum and system optimum.
Table 2 shows that the efficiency of guidance path generation under bilevel route guidance is higher than that in overall path searching algorithm. Therefore, it is fully proved that bilevel path guidance of this paper can effectively promote realtime capacity of dynamic traffic guidance.
Load the traffic state information from paramics simulation into ArcGIS, and generate guidance paths of the same OD at various departure times under different traffic guidance, as shown in Fig. 6 and detailed results are shown in Table 3.
As can be seen from Table 3, different time, road network under different flow distribution state, the guidance paths generated from different traffic guidance mode are not the same. It can be found that bilevel route guidance does not excessively sacrifice benefits of individual traveler and do reduce the journey time that traveler needs under heavy traffic congestion state, from making comparison between the actual travel time and journey distance of individual traveler. Through the simulation analysis, it is found that the traffic guidance strategy proposed in this paper can not only improve the benefit of the whole traffic system but also improve the individual travel benefit of travelers.
There are some shortcomings in the research of this paper. In the dynamic division of guidance subregion based on MFD, only the road physical properties and signal control parameters of road network are considered in the initial division. In the bilevel route guidance method based on MFD, the average travel distance of the guidance subregion is only a simple determination of the size of the subregion and the relative position of the subregion, and there is no actual investigation of the travel rule and characteristics of the subregion traveler. It is hoped that the improvement of these shortcomings will promote the indepth study and application of related theories, and provide valuable directions for further research.
Conclusions
This research proposes a bilevel path guidance strategy of urban road networks; it considers the intentions of traffic administration and travelers, which is a combination of central and distributed route guidance and a compromise of system optimum and user optimum. Traffic dynamic evolution model of route guidance subregion based on MFD is constructed and system optimal dynamic traffic assignment method on traffic guidance subregion level is proposed in upperlevel route guidance. In lowerlevel route guidance, the traffic guidance paths are generated by solving the optimal path problem of the reactive users. Through analysis of actual examples, the method not only can meet the realtime requirements of dynamic traffic guidance but also provides benefits for the whole traffic system and individual traveler.
Abbreviations
 FIFO:

Firstinfirstout constraints
 GMFD:

Generalized macroscopic fundamental diagram
 MFD:

Macroscopic fundamental diagram
 MSA:

Method of successive averages
 OD:

Origin destination
References
 1.
N. Geroliminis, C.F. Daganzo, Existence of urbanscale macroscopic fundamental diagrams: some experimental findings. Transp. Res. B Methodol. 42(9), 759–770 (2008)
 2.
M.J. Cassidy, K. Jang, C.F. Daganzo, Macroscopic fundamental diagrams for freeway networks. Theory Observ 2260(−1), 8–15 (2012)
 3.
B. Jiyang, D. Winnie, Loop detector location research on urban road in Amsterdam. J Chongqing Jiaotong Univ (Natural Sciences) 29(5), 754–757 (2010)
 4.
W. Ma, D. Liao, Progress and prospects of macroscopic fundamental diagram. J Wuhan Univ Technol (Transportation Science and Engineering) 38(06), 1226–1233 (2014)
 5.
W.L. Jin, Q.J. Gan, V.V. Gayah, A kinematic wave approach to traffic statics and dynamics in a doublering network. Transp. Res. B Methodol. 57(4), 114–131 (2013)
 6.
L. Liu, X. Li, Scalable perimeter control strategy of road network based on MFD. J Highway Transport Res Dev 35(09), 85–91 (2018)
 7.
C. Buisson, C. Ladier, Exploring the impact of homogeneity of traffic measurements on the existence of macroscopic fundamental diagrams. Transport Res Record J Transport Res Board 137(2124), 127–136 (2017)
 8.
H. Ding, L. Zhu, C. Jiang, X. Zheng, Traffic state identification for freeway network based on MFD. J Chongqing Jiaotong Univ (Natural Science) 37(12), 77–83 (2018)
 9.
C. Yao, Q. Fu, H. Lin, Research of characteristic of macroscopic fundamental diagram for Shanghai expressway. J Wuhan Univ Technol (Transportation Science and Engineering) 40(03), 519–525 (2016)
 10.
H.E. ZhengBing, W. Guan, L.L. Fan, et al., Characteristics of macroscopic fundamental diagram for Beijing urban ring freeways. J Transport Syst Eng Inform Technol 14(2), 199–205 (2014)
 11.
D. Yu, Z. Yang, P. Gao, Constrained Kshortest paths algorithm within dynamic restricted searching area. J Jilin Univ (Engineering and Technology Edition) (S2), 172–176 (2009)
 12.
W. Gan, X. Liu, Z. Dai, Application of an improved algorithm based on Dijkstra for analysis at urban road network. Inform Technol Stand (05), 59–63 (2017)
Acknowledgments
Not applicable.
Funding
Not applicable.
Availability of data and materials
Not applicable.
Author information
Affiliations
Contributions
DW is the main writer of this paper. She proposed the main idea. ZY gave some important suggestions for this paper. Both authors read and approved the final manuscript.
Corresponding author
Ethics declarations
Competing interests
The authors declare that they have no competing interests.
Publisher’s Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
Open Access This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.
About this article
Cite this article
Wei, D., Yang, Z. Bilevel route guidance method for largescale urban road networks. J Wireless Com Network 2019, 127 (2019). https://doi.org/10.1186/s136380191451z
Received:
Accepted:
Published:
Keywords
 Macroscopic fundamental diagram (MFD)
 Route guidance
 Subregion
 Dynamic system optimum
 Dynamic user optimum