Research Article  Open Access
Yinghui Wu, Yifan Zhu, Tianyu Cao, "Mathematical Analysis and an Exact Solution Combined with Preprocessing Method for Resynchronizing of Bus Timetable Problem", Mathematical Problems in Engineering, vol. 2018, Article ID 7832638, 10 pages, 2018. https://doi.org/10.1155/2018/7832638
Mathematical Analysis and an Exact Solution Combined with Preprocessing Method for Resynchronizing of Bus Timetable Problem
Abstract
Bus timetabling is a subproblem of bus network planning, and it determines departure time of each trip of lines to make vehicles from different lines synchronously arrive at transfer stations. Due to the welldesigned coordination of bus timetables, passengers can make a smooth transfer without waiting a long time for connecting buses. This paper addresses the planning level of resynchronizing of bus timetable problem allowing modifications to initial timetable. Timetable modifications consist of shifts in the departure times and headways. A singleobjective mixedinteger programming model is proposed for this problem to maximize the number of total transferring passengers benefiting from smooth transfers. We analyze the mathematical properties of this model, and then a preprocessing method is designed to reduce the solution space of the proposed model. The numerical results show that the reduced model is effectively solved by branch and bound algorithm, and the preprocessing method has the potential to be applied for largescale bus networks.
1. Introduction
Bus network planning has been known for long as a complex problem including several subproblems, i.e., line planning, timetable design, vehicle scheduling, and crew scheduling [1–3]. The bus timetabling is a principal stage, and it determines the departure time of each trip of all lines in the bus network in order to maximize the service quality of bus transit system [4].
With a synchronized bus timetable, passengers can immediately transfer to another line after getting down from the feeder line at stations. However, if the bus network timetable is not well synchronized, passengers have to wait longer for the connecting bus when they get down from the feeder line [5]. A welldesigned bus timetable with good coordination of bus departure times at transfer stations is very important for the bus operation attracting more travelers choosing transit service. In China, linebyline timetabling approach is often used to generate bus network timetables. This method does not consider the synchronization of bus departure times among different lines at the same transfer station. In order to provide bus schedule coordination service, schedulers intend to synchronize timetables of different lines at the transfer nodes to facilitate passengers transferring by slightly modifying the departure times and headways of initial bus timetable. Regarding this situation, this paper addresses the planning level of BSC problem through small timetable modifications to given an initial timetable. Timetable modifications consist of shifts in initial departure times of vehicles from the depot. Headwaysensitive passenger demand is also considered in this problem.
In the literature, several studies have proposed solutions to the synchronization of bus timetabling (SBT) problem to maximize the number of synchronized bus arrivals at transfer nodes [6–8]. For instance, IbarraRojas et al. [8] extended the work of Ceder et al. [6] and Eranki [7] to address a flexible SBT problem with oriented synchronization, almost evenly spaced departures and preventing bus bunching. Shafahi and Khani [9], and Cevallos and Zhao [10] focused on constant headways in the SBT problem to minimize the total transfer waiting time experienced by passengers. Mollanejad et al. [11] developed a MIP model for the SBT problem with uneven headways and trips before and after a planning horizon. Parbo et al. [12] studied a bilevel timetable optimization problem, aimed at minimizing the weighted transfer waiting time. Wu Y. et al. [13] studied a stochastic version of SBT. Slack time was inserted into the timetable to mitigate the randomness of travel times to reduce the rate of transfer failures. A recent paper studied by Wu et al. [14] used integrated realtime holding control and slacks to improve the reliability and efficiency of schedule coordination. Tilahun and Ong [15] formulated bus timetabling just for single frequency routes not multiple trips for each route. A fuzzy multiobjective optimization model was formulated and solved using preferencebased genetic algorithm by assigning appropriate fuzzy preference to the need of the customers.
Timetable coordination of railway network was also studied to minimize the waiting time cost (or reduce the chances of missing the connecting trains) of passengers. Wong et al. [16] investigated the synchronization of railway timetabling problem to minimize the total transfer waiting time by adjusting train’s run times and dwell times at stations. In the case of highspeed rail lines under given timedependent origindestination demand, Niu et al. [17] proposed a synchronization approach for the train schedule. Wang et al. [18] proposed an eventdriven model for the trainscheduling problem with the consideration of timevarying passenger demand. Kang et al. [19–21] focused on the coordination of last trains aimed at reducing the number of cases in which passengers miss the connecting trains within one headway time. Meanwhile, Kang et al. [22] and Guo et al. [23] proposed the timetable coordination of first trains for the railway network of Beijing. A multiperiod timetabling problem for metro transit networks was studied by Guo et al. [24], in which passenger travel demand varies in the transitional period.
The abovementioned papers of timetable synchronization issues mainly focused on designing a new timetable for the transit network studied. However, large deviations from the initial timetable destroy regular timetable service and following vehicle and crew scheduling plan [3]. Recently, Wu Y. et al. [25] studied the biobjective resynchronizing of bus timetable problem with the consideration of impact on the initial timetable and proposed a nondominated sorting genetic based algorithm to solve this problem, not an exact solution.
Compared to the above papers, the main contributions of this paper are as follows: A resynchronizing of bus timetable (SRSBT) problem that allowing modifications to the initial timetable in tactical planning level is proposed. Timetable modifications consist of shifts in the departure times and headways. And, headwaysensitive passenger demand was also considered in the proposed problem. We formulate this problem as a singleobjective mixedinteger programming model maximizing the number of total transferring passengers benefiting from smooth transfers. The mathematical properties of this model were analyzed. Based on these properties of the model, we design a preprocessing method to reduce the solution space of the proposed model, which means that largescale SRSBT problems can be solved by an exact solution combined with the preprocessing method. For smallcases study, the preprocessing method is effective and reduces the solution spaces of SRSBT model to at least 56%.
The remainder of the paper is organized as follows. Section 2 formulates the SRSBT problem and explores several properties of the singleobjective SRSBT model. Based on the properties of the SRSBT, Section 3 describes the preprocessing method to reduce the solution space. In Section 4, the effectiveness of the preprocessing method is evaluated through small instances. Finally, Section 5 concludes this paper.
2. Problem Formulation
In large bus transit systems, passengers often transfer from one bus line to another at a transfer station in order to complete their trips. As an example, Figure 1 shows a transfer opportunity between line and line , at station . Passengers are assumed to transfer from an arriving trip of a feeder line to the first available trip of their desired line. The transfer opportunity of passengers transferring from trip of line to line depicted in Figure 2 requires a small time, for example, 2 minutes for passengers to disembark the vehicle of trip and walk to the area for embarking the vehicle of line . In the current timetable, trip of line arrives at 9:30 leaving 10 minutes transfer time to the next departing line trip at 9:40, thus resulting in 8 minutes of excess transfer time.
If the departure time of trip is adjusted from 9:30 to 9:32, the excess transfer time for the trip of line would be removed. Figure 3 depicts the change in the departure time of trip . The modification in the departure time of trip at the transfer station can be realized by adjusting the departure time trip from the depot. However, such change in the departure time of trip could also influence the departure times of other trips of this line due to limited range of headway times (interval of time between two consecutive trips on the same line). Alternatively, the required shift in the departure time of trip can be limited if the trip of line would be adjusted to arrive earlier at 9:28 (see Figure 4).
The SRSBT problem is how to modify the departure times and headways in the initial timetable with limited range to maximize the number of passengers benefiting from smooth transfers.
2.1. Notations
We introduce notations necessary to formulate the SRSBT problem.
Sets : set of lines in the bus network, : set of lines that have transfer nodes with line , : set of transfer nodes for line and ,
Parameters : number of trips for line in the planning period of interest : headway of line in the existing timetable; : minimum headway of line allowed for synchronized timetable; : maximum headway of line allowed for synchronized timetable; : estimated number of passengers, each transferring from line to line at transfer node when the initial timetable is used : actual number of passengers benefiting from a smooth transfer for th trip of line to line at node when synchronized timetable is used : the maximal value of deviation allowed from the departure times : length of planning period in minutes; the planning period can be standardized as : travel time from depot of line to node in the planning period : minimum separation time between synchronized bus arrivals at node : maximum separation time between synchronized bus arrivals at node : departure time of the th trip of line in the initial timetable; : a given headway amplitude factor for synchronized timetable.
Decision Variables : departure time of the th trip of line : 01 if or not the th trip of line arrives first at node and synchronizes with the th trip of line within time window .
2.2. SRSBT Model
For the SRSBT problem, we propose a singleobjective mathematical model (i.e., SRSBT model) as below.
Equation (1) is the objective to maximize the total number of passengers whose excess transfer time is limited to . Constraint (2) ensures that the first trip of each line departs at the beginning of the planning period. Similarly, Constraint (3) forces the last trip of each line to depart at the end of the planning period. Constraint (4) guarantees that the headways between consecutive trips of each line is in the range of . Constraint (5) defines the maximal value of deviation of departure times, relative to that of initial timetable. Equation (6) is the actual number of passengers transferring from the th trip of line to line at node which depends on the actual headways for the feeder line . Constraints (7) and (8) ensure that equals one if the difference between the arrivals of two trips at node is within time window , in which is a large constant. Constraint (9) ensures that each passenger makes less than one smooth transfer at one time. Constraints (10) and (11) are the domains of and , respectively.
Two main differences made by this paper relative to IbarraRojas et al. [8] are emphasized here. On the one hand, in view of the studied problems, this paper studied a resynchronizing of bus timetable problem with the consideration of initial timetable which is very different from the problem proposed in IbarraRojas et al. [8], in which a completely new timetable was generated by their model without considering the initial timetable. In our paper, timetable modifications consist of shifts in the departure times and headways of initial timetable. On the other hand, the objective function in our proposed model is also different from the objective function of IbarraRojas et al. [8]. In our model, we considered a uniformdistributed passenger demand for transferring, and the number of transferring passengers reflects the importance of transfer nodes and variation in headways. The passenger demand is sensitive to the realized headways. In IbarraRojas et al. [8] the transferring demand is not considered, which is a special case of our model.
2.3. Properties of the SRSBT Model
We can see that the SRSBT model is a mixedinteger quadratic programming model. To find effective algorithms solving the SRSBT model, we analyze the mathematical model.
Property 1. The feasible departure time window of can be expressed by expression (12).
Proof. Without considering small timetable modifications, Wu Y. H. et al. [25] and IbarraRojas et al. [8] have derived the departure time window of as (13). We thus obtain expression (14). Considering constraint (5), we could get expression (12).Defining the departure time window as (), let , where and . The arrival time window of any trip of line can thus be expressed as expression (15). We thus define a synchronization window for any trip of line at node as expression (16).Thus, when , equals zero; i.e., passengers from trip of line cannot transfer to trip of line at node .
Property 2. The value range of parameter is .
Proof. Obviously, when the initial timetable is not allowed to be modified, the lower bound of is zero. The notations in Section 2.1 define , , , , and . Combining with property 1, we obtain expression (17) and (18).From expression (18), it can be seen that and are the watershed lines for discussing the value of . is even or not. We discuss three situations as follows.(I)(II)(III)where is the largest integer not greater than . Therefore, the value of is not larger than .
Based on the discussion above, we can obtain the upper bound of denoted by . Therefore, the value range of parameter is .
Property 3. is a valid inequality for trip of line synchronizing with line as .
Proof. Constraint (9) means that the maximum number of smooth transfers that passengers make between one trip of line and all trips of line is 1. Let us suppose so that trip of line can synchronize with trips of line . According to constraints (7) and (8), the arrival times of trips that synchronize with trip of line must be within the time window . Therefore, the difference between and must be less than ; i.e., . According to constraint (4), we obtain . We then have , which is in conflict with .
Property 4. According to constraints (7) ~ (9), the matrix formed by the synchronization variables has following typical structure as shown in Figure 5.
Proof. According to constraints (7) and (8), when , we can obtain . When , we can obtain . With constraint (9), i.e., , trip of line at most synchronizes with one trip of line . We thus get the typical structure of the matric formed by the synchronization variables , which is different from that of IbarraRojas et al. [8].
Property 5. The SRSBT problem is NPhard.
Proof. Using a polynomial reduction from monotone NAE3SAT, IbarraRojas et al. [8] have proved that the SBT problem is NPhard. IbarraRojas et al. [8] proposed a MIP model for the SBT problem without considering passenger demand and the limited range of departure times. In other words, the MIP model assumes that the number of transferring passengers for each trip of all lines at each transfer node is one. It is quite clear that the MIP model is a special case of the model consisting of expressions (1)~(4), (7)~(8) and (10)~(11) in Section 2.2. Therefore, the SRSBT model is also NPhard.
3. Preprocessing Method
According to Properties 1 and 3, we design a preprocessing method to reduce the solution space of the SRSBT by eliminating useless variables and constraints. Algorithm 1 describes the preprocessing method.

4. Numerical Examples
In this section, a simple bus network used in Wu Y. H. et al. [25] is adopted to illustrate the effectiveness of the preprocessing method. Figure 6 and Table 1 depict the structure of simple bus network and its initial timetable used. For other operational parameters for these two instances, please refer to Wu Y. H. et al. [25]. Under the initial timetable, the average number of passengers for each transferring between different lines is given in Table 2. Other operational parameters are described in Section 2.


We firstly use the preprocessing approach to reduce the solution space of SRSBT model. Then, a branch and bound (B&B) algorithm is used to solve the reduced SRSBT model. The B&B algorithm and preprocessing method used in this section are coded in C# and all tests are executed on an Intel Core (TM) i3 processor at 2.27 GHz under Windows 7 using 2.00 G of RAM.
According to property 2, the maximal value of parameter is 17 for this case. Under each given value of , there is corresponding solution and one optimal value of objective (i.e., the number of passengers benefiting from smooth transfers). It can be observed from Figure 7 that when equals zero, nonpassengers can take a smooth transfer. The optimal value of objective increases slightly as takes value range from 0 to 4. However, the optimal value of objective increases rapidly as takes value range from 5 to 7. The optimal value of objective reaches its maximal value as takes 10. When takes a value larger than 10, the optimal value of objective remains unchanged. According to Figure 7 we can select appropriate value of under given service level.
Table 3 gives the optimal solutions for the adjusted timetable under taking the value range from 0 to 10. The optimal solutions for taking the value from 11 to 17 are the same as equals 10. We can see that from Table 3 the optimal solutions are sensitive to the departure time modifications.

Table 4 shows the results of solving instances of SRSBT model and reduced SRSBT model using a B&B algorithm. Column one shows different consisting of different instances. Columns two and four show the relative gap (difference between the best feasible solution and the best upper) for SRSBT and reduced SRSBT, respectively. Columns three and five show the computational time needed by B&B algorithm solving SRSBT model and reduced SRSBT model. The computational time of preprocessing method is neglected since it is less than 0.1 second. Column six shows the percentage of solution space eliminated from SRSBT to obtain the reduced SRSBT model.

From Table 4, we can see that there are high levels of eliminated variables using the preprocessing method. Therefore, the solving times of reduced SRSBT are less than that of SRSBT, which illustrates that the preprocessing method is effective. The variation in headway generates large instances which need more time to be solved. In particular, we see that high percentage levels of eliminated variables for instances with small headway deviation. For the instances, the preprocessing method can reduce the solution spaces of SRSBT model to at least 56%. It will be useful to solve large SRSBT problems using the preprocessing method, which is our following work.
5. Conclusions
In this paper, we have studied a SRSBT problem by adjusting the departure times of initial bus timetable in a limited range. For this problem, we proposed a mixedinteger programming model with the objective of maximizing the number of total transferring passengers benefiting from smooth transfers. By analyzing the mathematical properties of this model, we developed a preprocessing method to reduce the synchronization variables and constraints of the SRSBT model. The preprocessing method proved to be effective in terms of the solving time and reduced solution spaces. For the instances studied in Section 4, the reduced SRSBT has at least 56% fewer solution spaces than that of SRSBT. Obtaining a high quality solutions for SBT problems in a reasonable time is beneficial to large bus transit networks in real life. Combined with B&B algorithm, the preprocessing method proposed in this paper has the potential to solve large SRSBT problems in a reasonable time.
Besides using the preprocessing method with exact algorithms to solve large bus networks, several aspects should be considered for future studies. In real cases, the travel times of bus are often stochastic. Recent studies deal with multiperiod transit timetabling, robust timetable coordination, and integrated timetabling and vehiclescheduling problems [3, 14, 24, 26]. These topics also should be paid more attention to in future studies. Finally, it would be interesting to consider the use of preprocessing method combined with mathematics to solve large real cases.
Conflicts of Interest
The authors declare that they have no conflicts of interest.
Acknowledgments
This work was jointly supported by grants from the National Natural Science Foundation of China (No. 71601088) and project funded by China Postdoctoral Science Foundation (No. 2017M610287).
References
 A. Ceder, Public transit planning and operation: theory, modeling and practice, Oxford: Elsevier, 2007.
 G. Desaulniers and M. D. Hickman, “Public transit,” Handbooks in Operations Research and Management Science, pp. 69–120, 2007. View at: Google Scholar
 O. J. IbarraRojas, R. Giesen, and Y. A. RiosSolis, “An integrated approach for timetabling and vehicle scheduling problems to analyze the tradeoff between level of service and operating costs of transit networks,” Transportation Research Part B: Methodological, vol. 70, pp. 35–46, 2014. View at: Publisher Site  Google Scholar
 O. J. IbarraRojas, F. Delgado, R. Giesen, and J. C. Muñoz, “Planning, operation, and control of bus transport systems: a literature review,” Transportation Research Part B: Methodological, vol. 77, pp. 38–75, 2015. View at: Publisher Site  Google Scholar
 H. L. Petersen, A. Larsen, O. B. G. Madsen, B. Petersen, and S. Ropke, “The simultaneous vehicle scheduling and passenger service problem,” Transportation Science, vol. 47, no. 4, pp. 603–616, 2013. View at: Publisher Site  Google Scholar
 A. Ceder, B. Golany, and O. Tal, “Creating bus timetables with maximal synchronization,” Transportation Research Part A: Policy and Practice, vol. 35, no. 10, pp. 913–928, 2001. View at: Publisher Site  Google Scholar
 A. Eranki, A model to create bus timetables to attain maximum synchronization considering waiting times at transfer stops. Masters thesis [Master, thesis], University of South Florida, Tampa, Fla, USA, 2004.
 O. J. IbarraRojas and Y. A. RiosSolis, “Synchronization of bus timetabling,” Transportation Research Part B: Methodological, vol. 46, no. 5, pp. 599–614, 2012. View at: Publisher Site  Google Scholar
 Y. Shafahi and A. Khani, “A practical model for transfer optimization in a transit network: model formulations and solutions,” Transportation Research Part A: Policy and Practice, vol. 44, no. 6, pp. 377–389, 2010. View at: Publisher Site  Google Scholar
 F. Cevallos and F. Zhao, “Minimizing transfer times in public transit network with genetic algorithm,” Transportation Research Record: Journal of the Transportation Research Board, vol. 1971, no. 1, pp. 74–79, 2006. View at: Publisher Site  Google Scholar
 M. Mollanejad, H. Z. Aashtiani, and H. Rezaeestakhruie, “Creating Bus Timetables with Maximum Synchronization,” in Proceedings of the 90th Annual Meeting, Transportation Research Board, Paper No. 114187, Washington, DC, Wash, USA, 2011. View at: Google Scholar
 J. Parbo, O. A. Nielsen, and C. G. Prato, “User perspectives in public transport timetable optimisation,” Transportation Research Part C: Emerging Technologies, vol. 48, pp. 269–284, 2014. View at: Publisher Site  Google Scholar
 Y. Wu, J. Tang, Y. Yu, and Z. Pan, “A stochastic optimization model for transit network timetable design to mitigate the randomness of traveling time by adding slack time,” Transportation Research Part C: Emerging Technologies, vol. 52, pp. 15–31, 2015. View at: Publisher Site  Google Scholar
 W. Wu, R. Liu, and W. Jin, “Designing robust schedule coordination scheme for transit networks with safety control margins,” Transportation Research Part B: Methodological, vol. 93, pp. 495–519, 2016. View at: Publisher Site  Google Scholar
 S. L. Tilahun and H. C. Ong, “Bus timetabling as a fuzzy multiobjective optimization problem using preferencebased genetic algorithm,” Promet Traffic & Transportation, vol. 24, no. 3, pp. 183–191, 2012. View at: Google Scholar
 R. C. W. Wong, T. W. Y. Yuen, K. W. Fung, and J. M. Y. Leung, “Optimizing timetable synchronization for rail mass transit,” Transportation Science, vol. 42, no. 1, pp. 57–69, 2008. View at: Publisher Site  Google Scholar
 H. Niu, X. Tian, and X. Zhou, “DemandDriven Train Schedule Synchronization for HighSpeed Rail Lines,” IEEE Transactions on Intelligent Transportation Systems, vol. 16, no. 5, pp. 2642–2652, 2015. View at: Publisher Site  Google Scholar
 Y. Wang, T. Tang, B. Ning, T. J. J. van den Boom, and B. De Schutter, “Passengerdemandsoriented train scheduling for an urban rail transit network,” Transportation Research Part C: Emerging Technologies, vol. 60, pp. 1–23, 2015. View at: Publisher Site  Google Scholar
 L. Kang, J. Wu, H. Sun, X. Zhu, and Z. Gao, “A case study on the coordination of last trains for the Beijing subway network,” Transportation Research Part B: Methodological, vol. 72, pp. 112–127, 2015. View at: Publisher Site  Google Scholar
 L. Kang, J. Wu, H. Sun, X. Zhu, and B. Wang, “A practical model for last train rescheduling with train delay in urban railway transit networks,” Omega , vol. 50, pp. 29–42, 2015. View at: Publisher Site  Google Scholar
 L. Kang and X. Zhu, “Strategic timetable scheduling for last trains in urban railway transit networks,” Applied Mathematical Modelling: Simulation and Computation for Engineering and Environmental Systems, vol. 45, pp. 209–225, 2017. View at: Publisher Site  Google Scholar  MathSciNet
 L. Kang and X. Zhu, “A simulated annealing algorithm for first train transfer problem in urban railway networks,” Applied Mathematical Modelling: Simulation and Computation for Engineering and Environmental Systems, vol. 40, no. 1, pp. 419–435, 2016. View at: Publisher Site  Google Scholar  MathSciNet
 X. Guo, J. Wu, H. Sun, R. Liu, and Z. Gao, “Timetable coordination of first trains in urban railway network: a case study of Beijing,” Applied Mathematical Modelling: Simulation and Computation for Engineering and Environmental Systems, vol. 40, no. 1718, pp. 8048–8066, 2016. View at: Publisher Site  Google Scholar  MathSciNet
 X. Guo, H. Sun, J. Wu, J. Jin, J. Zhou, and Z. Gao, “Multiperiodbased timetable optimization for metro transit networks,” Transportation Research Part B: Methodological, vol. 96, pp. 46–67, 2017. View at: Publisher Site  Google Scholar
 Y. Wu, H. Yang, J. Tang, and Y. Yu, “Multiobjective resynchronizing of bus timetable: Model, complexity and solution,” Transportation Research Part C: Emerging Technologies, vol. 67, pp. 149–168, 2016. View at: Publisher Site  Google Scholar
 J. P. Fonseca, E. van der Hurk, R. Roberti, and A. Larsen, “A matheuristic for transfer synchronization through integrated timetabling and vehicle scheduling,” Transportation Research Part B: Methodological, vol. 109, pp. 128–149, 2018. View at: Publisher Site  Google Scholar
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Copyright © 2018 Yinghui Wu et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.