Special Issue

## Modeling and Simulation in Transportation Engineering 2014

View this Special Issue

Research Article | Open Access

Volume 2014 |Article ID 954356 | https://doi.org/10.1155/2014/954356

Zhibin Jiang, Yuyan Tan, Özgür Yalçınkaya, "Scheduling Additional Train Unit Services on Rail Transit Lines", Mathematical Problems in Engineering, vol. 2014, Article ID 954356, 13 pages, 2014. https://doi.org/10.1155/2014/954356

# Scheduling Additional Train Unit Services on Rail Transit Lines

Accepted31 Jul 2014
Published25 Sep 2014

#### Abstract

This paper deals with the problem of scheduling additional train unit (TU) services in a double parallel rail transit line, and a mixed integer programming (MIP) model is formulated for integration strategies of new trains connected by TUs with the objective of obtaining higher frequencies in some special sections and special time periods due to mass passenger volumes. We took timetable scheduling and TUs scheduling as an integrated optimization model with two objectives: minimizing travel times of additional trains and minimizing shifts of initial trains. We illustrated our model using computational experiments drawn from the real rail transit line 16 in Shanghai and reached results which show that rail transit agencies can obtain a reasonable new timetable for different managerial goals in a matter of seconds, so the model is well suited to be used in daily operations.

#### 1. Introduction

Transit scheduling is the processes of computing the frequency of services, the number of required vehicles, the timing of their travel, and other related operating elements. The outcomes of scheduling include graphical and numerical schedules for operators and supervisors, timetables for the public, and operating data for a line [1]. The rail transit timetable is aimed to meet the passenger demand, which varies during the hours of a day, the day of a week, from one season to another, and so forth [2]. On rail transit lines, due to the high frequencies and strict stock capacities in terminals, the timetable scheduling and the TUs scheduling should be considered simultaneously. Inserting some new train services into an initial timetable is one of the important methods in the process of redeveloping a timetable.

The primary motivation of this research based on additional demands occurrence in the rail transit lines of Shanghai. These additional demands, causing timetabling problems, have been determined by the Shanghai Shentong Metro Operation Company which is the responsible authority for the daily operations. The authority thinks it is an important problem and needed to be solved more efficiently, accurately, and fast. Up to March 2014, there have been 14 rail transit lines (with an operating route length of 538 kilometers and 329 stations) operated in Shanghai. On a normal weekday more than 8 million people use the Shanghai rail transit network. Planning of the rail transit operations primarily concerns the timetable and two other main resources: the rolling stocks and the crews. Planning of these resources undergoes two main phases (tactical and short-term planning) before the actual operation. The planning horizon in tactical planning is from one month up to one year. The steps conducted during this planning phase are constructing several initial timetables (for working days, weekend days, holidays, etc.) which satisfy different service demands and allocating the rolling stocks and the crews to the initial timetables. On the other hand, the short-term planning phase refers to planning tasks with a time horizon of a few days up to one month. In this phase the initial plans are adapted to the demands of the corresponding days. Special holidays and events that attract a lot of people, such as exhibitions, concerts, and major sports events, generally require an offered capacity in different times and positions. Consequently, some train services are required to be inserted to improve the capacity of some special sections with time windows. The most common way is inserting additional train services into the initial timetables.

The problem, which is called scheduling additional train unit services (SATUS) problem, is a problem in which new trains connected by a number of TUs start their trip from a depot or reversing tracks; after collectively visiting a number of routes, they return to the starting points. The SATUS problem is a complicated one, because the efficient circulation of TUs is an important consideration for operators of rail transit trains; additionally the large number of trips, links, and paths to be considered rapidly increases the number of variables and constraints in any model developed. The SATUS problem is not a real-time rescheduling problem, since the main difference between it and timetable rescheduling in short-term planning or in disruption management is the absence of uncertainty, and the fact that the latter is much less time-critical, while the first is often thought as a temporary redevelopment strategy of an initial timetable.

This paper deals with the problem of SATUS in a double parallel rail transit line, and a MIP model is formulated for integration strategies of new trains connected by TUs with the objective of obtaining higher frequencies in some special sections and special time periods due to mass passenger volumes.

The study contributes a number of new features to capture the influence of specific elements that have not been considered in studies on the SATUS problem in the related literature. First of all, the approach decides on timetables and TUs schedules using an integrated optimization model according to sections and turnback capacities. Second, a maximum deviation for arrival or departure times of trains in an initial timetable, all-station-stopping policy and express service strategy, linking orders, and time windows of new inserted trains are also considered. Finally, this model has two objectives: minimizing travel times of additional trains and minimizing shifts of initial trains.

The paper is organized as follows. In Section 2, a short review related to the SATUS problem is provided. After that, Section 3 introduces a brief summary of the relevant concepts in the model description. A MIP model, including sets, parameters, decision variables, and objective functions is presented in Section 4. Section 5 illustrates the proposed model with an example. The conclusions and future studies are summarized in Section 6.

#### 2. Literature Review

The SATUS problem is related to a variety of topics in the literature. The first and foremost is railway transportation. Train scheduling, rescheduling, and routing problems have had a great deal of attention in recent years. There are two main timetable variants. One of the variants is the periodic (or cyclic) timetable that is repeated every given time period, for example, every hour, with only slight differences between peak hours and off-peak hours. The other variant is the nonperiodic timetable, which allows following the passenger demands with the frequencies of the trains. In both cases timetables are usually repeated every day, although there may be differences between weekdays and weekend.

Cacchiani et al. [3, 4] gave a detailed review of the literature on timetable scheduling. The timetable scheduling problem in a rail transit system, in which TUs, crews, and passengers are incorporated into a single planning framework science, is complex: various constraints and objectives should be considered simultaneously. Due to its importance and complexity, which have been acknowledged in various publications, topics related to this issue have attracted considerable attention in the literature. A multiphase, semiregular timetable, which divides a day into several time periods and even applies the vehicle-departing interval for each period, may somehow help to accommodate peak-hour demand while maintaining a certain level of service for passengers boarding at nonpeak hours. Guihaire and Hao [5] presented a global review of the crucial strategic and tactical steps of transit planning and also discussed the scheduling problem with phase regular for a transit corridor. Ceder [6] provided a comprehensive modeling framework for determining vehicle departure time with either even headways or even average loads, with a special focus on smoothing the transitions between time periods. These studies provide useful methods for optimizing frequency for a particular time period, while a unified framework is critically needed for scheduling methods that can consider uneven headways and time-dependent demand patterns. Jiang et al. [7, 8] presented a computational timetable scheduling method in rail transit line with multiroutes or circle route, and a timetable designing software named Train Plan Maker (TPM) was developed and applied by many metro operation companies in China. Niu and Zhou [9] focused on optimizing a passenger train timetable in a heavily congested urban rail corridor. A binary integer programming model incorporated with passenger loading and departure events was constructed to provide a theoretic description for the problem under consideration. Freyss et al. [10] focused on the skip-stop operation for rail transit lines using a single one-way track, and the system was modeled by using a continuous approximation approach.

Once the timetable scheduling has been defined, the rolling stock and TUs assignments must be done. An integer programming model was considered by Alfieri et al. [11] to determine the rolling stock circulation for multiple rolling stock types on a single line and on a single day, and this model was extended by Fioole et al. [12] by including combining and splitting trains, as it happens at several locations in the Dutch timetables. Cadarso et al. [13] studied the disruption management problem of rapid transit rail networks. Besides optimizing timetable and rolling stock schedules, they explicitly dealt with the effects of disruption on the passenger demands. They proposed a two-step approach that combines an integrated optimization model (for the timetable and the rolling stock) with a model for the behaviors of passengers. Lin and Kwan [14] proposed a two-phase approach for the TUs scheduling problem. The first phase assigned and sequenced train trips to TUs temporarily ignoring some station infrastructure details, which was modeled as an integer fixed-charge multicommodity flow (FCMF) problem. The second phase focused on satisfying the remaining station detailed requirements, which was modeled as a multidimensional matching problem with a mixed integer linear programming (MILP) formulation. Eberlein et al. [15] studied a real-time deadheading problem in transit operations control. Haghani and Banihashemi [16] proposed an innovative multiple depot vehicle scheduling with route time constraints (MDVSRTC) model to solve bus transit vehicle scheduling problems. After that they derived a single depot vehicle scheduling with route time constraints (SDVSRTC) model to solve the same problem [17]. Yu et al. [18] presented a partway deadheading strategy for transit operations to improve transit service of the peak directions of transit routes.

Inserting additional train into an existing timetable is a common technique used in railway systems. Burdett and Kozan [19] considered techniques for scheduling additional train services integrated into current timetables and involving general time window constraints, fixed operations, maintenance activities, and periods of section unavailability. Flier et al. [20] addressed the recurring problem of adding a train path, that is, a schedule for a single train in terms of track allocation in space and time, to a given dense timetable on a corridor which is an important subnetwork in form of a path between two major stations.

The SATUS problem includes the timetable scheduling and the TUs circulation problems; therefore it is usually much more complex and difficult to solve than the models dealing with a single phase. Cadarso and Marín [2] proposed an integrated MIP model to adapt the frequencies in a timetable together with rolling stock circulation in order to deal with increased passenger demands and traffic congestion in a rapid transit network. They also took into account the shunting of rolling stocks in depots. Canca et al. [21] proposed a tactical model to determine optimal policies of short-turning and nonstopping at certain stations, considering different objectives such as minimizing the passenger overload and preserving certain level of quality of service.

Our study contributes a number of new features to capture the influence of specific elements which have not been studied in the related literature as given in previous section.

#### 3. Problem Description

In this section, the SATUS problem in rail transit lines is described in detail. Firstly, the rail transit line and the routes are introduced. After that, we describe the timetable and the TUs circulation problems. Then, headway and train traveling times are introduced, and finally, how the capacity of turnback operation is modeled has been explained.

##### 3.1. Rail Transit Network and Route

The rail transit line with branch linking depots is considered to be a simple network with a collection of stations and sections, as illustrated in Figure 1. A rail transit network is defined by a set of stations that are connected to each other by a set of sections . The rail transit line in the model consists of parallel double lines where trains follow a loop running from a certain station denoted as a starting point to an end station with right-hand running rule.

A train route is a group of trains that run bidirectional between two stations on the rail transit line. All trains in the same route have the same size, capacity, and operating characteristics and additionally they always visit the same sequence of stations. We define as a route linked by the stations and . Rail transit line can be characterized by two main train route styles: normal cyclic routes and depot linking routes. The first one comprises the daily operations of fixed train cyclic running paths, with trains stopping and providing passenger loading services (, ,, and in Figure 1). The latter refers to the route linking depot with a main turnback station, in which trains sometimes do not stop and cannot provide passenger services (, , , and in Figure 2).

A train track path is defined as the detailed train running path from an original station to a destination station, including the specified tracks in all stations. Let describe the track of the station ; then the train track path from to in Figure 2 can be expressed by

##### 3.2. Timetable and TUs Circulation

In rail transit lines, a time-distance diagram has the line (distance) plotted on the vertical and time on the horizontal axes. As shown in Figure 3, the line is divided in sections with uniform speeds. The plot of every run of a train and TUs, indicated by a number, shows all scheduled elements (travel time, speed, etc.) of the train on each section and at each terminal. The horizontal axis also shows headways as time distances between subsequent train runs and cycle time () as time distances between two successive departures related to the same TUs from a terminal. The whole diagram shows train arrivals/departures at each reference point along the line, layover time, as well as locations and times where trains meet. Time-distance diagram can also show pull-outs and pull-ins of trains from depots for operations on some sections, different stopping times, and so forth.

In our model, the set of trains considered is given by , where denotes the set of initial trains that have a prescribed timetable and denotes the set of additional trains that need to be inserted to the original timetable.

For each train , a timetable is specified, consisting of the following:(i)an ordered sequence of trains ,(ii)an ordered sequence of TUs ,(iii)an ordered sequence of trains linked by TU and ,(iv)an ordered sequence of stations that the train visits, where is the first (origin) station and is the last (destination) station,(v)the departure time from , the arrival time to , and the arrival and departure times for the intermediate stations in of the train ,(vi)the exact track path that is allocated to the train on each station,(vii)the maximum deviation for arrival or departure times of trains,(viii)the minimum and the maximum dwell times at each station in and the trip time at each section , with .

For each train , a timetable is specified, consisting of the following:(i)a sequence of TUs ,(ii)an ordered sequence of new trains ,(iii)an ordered sequence of trains linked by TU and ,(iv)an ordered sequence of stations that the train visits, where is the first (origin) station and is the last (destination) station,(v)the exact track path that is allocated to the train on each station,(vi)the desired departure time window from , the minimum and the maximum dwell times at each station in , and the trip time at each section , with .

##### 3.3. Headways and Train Traveling Times

The minimum headway on a line is determined by the physical characteristics of the system (technology, methods of driving and control, and required degree of safety) and station operations (rate of boarding/alighting, departure control, etc.). In our model, we consider the express service strategy, so the headways need to be defined separately for departing and arriving. Set to be the minimum headway of two successive trains departing from stations and the minimum headway of two successive trains arriving to stations, as shown in Figure 4. Each time when an intermediate station is passed by a train, the spent times in decelerating, stopping, and accelerating of the vehicle are saved at the successive station. So this model considers acceleration time () and deceleration time (), as shown in Figure 4. There are four execution modes for train traveling at section , namely, bypassing stations and (), bypassing station but stopping at station (), stopping at station but bypassing station (), and stopping at both stations and (). So , , and can be calculated by the following, respectively:

##### 3.4. Layover Time and Turnback Operation

Layover time is the time between the scheduled arrival and departure of a vehicle at a transit terminal. Minimum layover time includes the dwell time for alighting and boarding of passengers, the time for changing the train operator and conducting any necessary inspections and brake tests, and the time for moving and locking the crossover switches and the time for recovery of the schedule if it is needed. Maximum layover time is a function of terminal capacity (number of reversing tracks and platform clearance time) and train arrival rate.

There are two typical turnback operations according to the terminal types: turnback operation with crossover located in advance of a station (TAS) and back of a station (TBS), as illustrated in Figure 5. On the condition of TAS, if all trains occupy the same turnback track, the second arriving train ( in Figure 5(a)) arrival to the station must insure that the first departing train ( in Figure 5(a)), which linked with the first arrival train ( in Figure 5(a)), has left from the station. Let be the minimum separation time of trains that are occupying the same turnback track; the occupation time of each train pair , in which the train and the consecutive train share the same TUs, at a terminal can be calculated by where , are the arrival time of train and the departure time of train at the terminal, respectively. So the capacity constraint with TAS can be transferred to this problem: at any time, the number of TUs (same value of the number of crossing points, as shown in Figure 5(a)) staying in a terminal cannot be more than one.

On the other hand, on the condition of TBS, the arriving train pulls into one platform and then pulls into one of the tail tracks, changes direction, and then returns to pick up passengers from the other platform. So there is no conflict between departing and arriving trains. But the maximum number of existing TUs at any time in the terminal depends on the number of tail tracks. So the capacity constraint with TBS turnback operation can be transferred to this problem: at any time, the number of TUs staying in a terminal cannot be more than three (only one tail track can be selected), as shown in Figure 5(b). And the occupation time of each train pairs at the terminal can be calculated by

#### 4. Model Description

The model of the SATUS problem is developed as a MIP model. It aims at computing a new timetable accompanied with a TUs schedule for a rail transit line and balances several objective criterions.

##### 4.1. Sets

The sets below contain the basic information for our mathematical model:: set of stations in the rail transit line,: set of sections between two stations in the rail transit line, with ,: set of turnback stations,: set of all trains, consisting of additional trains and initial trains ,: set of all TUs, consisting of additional TUs and initial TUs ,: set of all train pairs , with , when the train and the consecutive train share the same TUs at the station , , , ,: set of stations that the train visits,: set of sections that the train travels along,: set of time slot in the planning horizon,: set of first (starting) travelling station of the train , ,: set of last (ending) travelling station of the train , .

##### 4.2. Parameters

The model uses the following parameters, which are all assumed to be integer valued:: the minimum time of the planning horizon,: the maximum time of the planning horizon,: the departure time of the train from the station , , ,: the arrival time of the train at the station , , ,: the minimum headway time between two consecutive departures,: the minimum headway time between two consecutive arrivals,: the acceleration time,: the deceleration time,: the traveling time of a train without any stops at stations and , ,: the minimum dwell time of the train if it has a loading service at the station , , ; , otherwise,: the maximum dwell time of the train at the station , , ,: the minimum layover time at the terminal , ,: the maximum layover time at the terminal , ,: a sufficiently large positive constant (here given the value , that is, the length of the largest considered time horizon in seconds),: binary variable = 1, if the train shares the same TUs after the end of the train , , , ; = 0, otherwise,: the maximum number of TUs at the same time at the terminal , ,: the maximum deviation of arrival or departure times of the initial train , .

##### 4.3. Decision Variables

The following variables are used in the model:: the departure time of the train at the station , , ,: the arrival time of the train at the station , , ,: binary variable = 1, if the train stops at the station , , ; = 0, otherwise,: binary variable = 1, if the train departures before the train at the station , , , ; = 0, otherwise,: binary variable = 1, if the train arrives before the train at the station , , ; = 0, otherwise,: binary variable = 1, if the time slot is within the occupation time (see (3) and (4)) of the train pairs at the terminal , , , , ; = 0, otherwise,: the number of TUs at the station in the time slot , , .

##### 4.4. Objective Functions

We consider two different objectives in the view of the following two aspects:(1)high quality for the operation of additional trains, which can be represented by minimizing the travel time of the additional trains (2)less deviation to existing trains in the original timetable, this can be represented by minimizing the shift of the initial trains

##### 4.5. Constraints

In this section, we will focus on the constraints associated with the SATUS problem; they are listed as follows.

###### 4.5.1. Timetable Constraints

Consider the following:

Constraints (7) define the arrival time to the station from the departure time at the station adding the traveling time at section , which includes the bypassing running time (), the acceleration time (if a train stops at the station ), and the deceleration time (if a train stops at the station ). At each station, the dwell time at the station should not be less than the minimum dwell time and not be more than the maximum dwell time if the train needs to stop. This fact is depicted in constraints (8) and (9).

Consider the following:

The headway constraints (10)–(13) describe the minimum headway requirements between the departure time and the arrival time of the consecutive trains at the same station. Constraints (14) and (15) enforce the order of the consecutive trains in all sections meaning that a train is not allowed to overtake another train.

###### 4.5.3. Time Deviation Constraints

Consider the following:

Constraints (16) define the deviation for the arrival or departure times of a train from its preferred arrival or departure times in the initial timetable.

###### 4.5.4. Layover Time and Turnback Operation Constraints

Consider the following:

Constraints (17) determine the minimum and the maximum layover times between two consecutive trains linked by the same TU at the same station. In (18) the total number of TUs is calculated on the condition that the time slot is within the occupation time of the train pairs at the terminal (see Figure 5). Constraints (19) indicate that the total number of TUs in the time slot at the terminal must be equal to or less than the given value based on turnback operation style.

#### 5. Computational Experiments

##### 5.1. Simulation Example

Our experiments are based on real cases drawn from Shanghai rail transit line 16. This line is 52.85 km long, composed of one main line and one depot linking line, with 11 stations and one depot. This line has double tracks on all sections, as shown in Figure 6. It is the unique rail transit line in Shanghai that has two different stopping services: slow services in which trains stop at all stations and express services in which trains stop only at LSR, XC, HN, and DSL stations.

We implemented the models in Visual Studio 2012 using IBM ILOG CPLEX 12.5 as a black-box MIP solver and running on a personal computer with an Intel Core i7-3520M CPU at 2.90 GHz and 4 GB of RAM. This model was run under Windows 8 64-Bit, and default solver values were used for all parameters. The new time-distance diagram obtained from computation can be displayed by the train plan maker (TPM) software [7, 8]. In order to reduce the scale of the variant and the computation time, in our model, the time step (e.g., every 1 sec, 5 sec, 10 sec, 30 sec, and 60 sec) can be defined by the users. In this case, we define the time step as 30 sec and all the time lengths in parameters are the integer multiple of 30 sec.

The initial timetable is an actual weekday operation timetable of the line 16 in March 2014. This timetable, which is named 1601-2, is operated in the interval of 10 min by the cyclic trips between LSR and DSL. In this case, the planning horizon is defined from 5:00 to 10:00 o’clock, covering the morning peak hours with 56 trains and 12 TUs. Additionally, the possibility of attending 10 different train routes and track paths into initial and additional timetables is considered. These routes and track paths are defined by their original station, destination station, and occupied tracks in every station, as shown in Table 1. The turnback operation mode in EHN and DSL is TAS, and on the other hand in DSL is TBS.

 Route ID Route information Route track path ID Detail track path information R1 LSR → DSL R1-1 LSR (T4, T2) → DSL (T1), T4 in EHT, WAP and EHN, T2 in the other stations R2 DSL → LSR R2-1 DSL (T1) → LSR (T1–T4), T3 in EHT, WAP and EHN, T1 in the other stations R3 DEP → EHN R3-1 DEP (T2) → EHN (T4) R4 EHN → DEP R4-1 EHN (T3) → DEP (T1) R5 EHN → DSL R5-1 EHN (T4) → DSL (T1), T2 in the other stations R6 DSL → EHN R6-1 DSL (T1) → EHN (T3), T1 in the other stations R7 DEP → LSR R7-1 DEP (T1) → EHN (T3) → LSR (T1, T4), T3 in EHT, WAP, T1 in the other stations R8 LSR → DEP R8-1 LSR (T4, T2) → EHN (T4) → DEP (T2), T4 in EHT, WAP, T2 in the other stations R9 LSR → EHN R9-1 LSR (T4, T2) → EHN (T3), T4 in EHT, WAP, T2 in the other stations R10 EHN → LSR R10-1 EHN (T3) → LSR (T1, T4), T3 in EHT, WAP, T1 in the other stations

The computation parameters, additional trains with one TU linking, and time windows of the new trains are defined in Tables 2, 3, and 4.

 Parameter Value 5:00 10:00 180 sec 180 sec 30 sec 30 sec 30 sec 60 sec DSL (180 sec), LSR (270 sec), EHN (60 sec) 600 sec 2 at DSL, 1 at LSR and EHN
 New TU ID Train sequence Train number Route ID Track path ID Stopping scheme U1 1 101 R3 R3-1 Original and destination stations (60 sec), HN (45 sec), and other stations (30 sec) U1 2 102 R5 R5-1 U1 3 103 R2 R2-1 U1 4 104 R3 R3-1 U1 5 105 R6 R6-1 U1 6 106 R4 R4-1 U2 1 201 R7 R7-1 Original and destination stations (60 sec), XC & HN (30 sec), and other stations (0 sec) U2 2 202 R9 R9-1 U2 3 203 R10 R10-1 U2 4 204 R8 R8-1
 Time window scheme ID Time window TW1 Train “101”: 5:30–6:00, others: 5:00–10:00 TW2 Train “103”: 6:00–6:10, others: 5:00–10:00 TW3 Train “201”: 5:30–6:00, others: 5:00–10:00 TW4 Train “202”: 6:00–6:10, others: 5:00–10:00
##### 5.2. Scenarios

In our computation analysis 10 scenarios are studied, and each of them differs from the others mainly in the points of objective function and maximum deviation in the arrival or departure times of the initial trains. The value of maximum deviation should not be too much (better to use less than half of the headways) because the initial timetable is regularly used by commuter passengers, and if there is a big change in it, it may cause inconvenience for the passengers. Within these scenarios, we also change the time window of starting time for the new trains. Table 5 summarizes the studied scenarios.

 Scenarios ID Objectives ( or ) Maximum deviation () New TU ID Time window scheme ID 1 min 0 sec U2 TW3 2 min 0 sec U2 TW4 3 min 300 sec U1 TW1 4 min 300 sec U1 TW2 5 min 270 sec U1 TW2 6 min 240 sec U1 TW2 7 min 210 sec U1 TW2 8 min 180 sec U1 TW2 9 min 150 sec U1 TW2 10 min 120 sec U1 TW2
##### 5.3. Results

Table 6 exhibits the computational results of the scenarios carried out on the rail transit line 16 in Shanghai with parameters and inputs defined as explained above. The solution times are less than 1 minute.

 Scenario ID Objective value Solution time (second) 1 265 3 2 265 2 3 119 52 4 139 10 5 139 12 6 139 13 7 139 15 8 146 9 9 160 8 10 No solution

As summarized in Table 6, the scenarios 1 and 2 have the same objective value and the computational times are not very high. Inserting the new trains to the initial timetable is mainly restricted by the departure and arrival headways since the initial trains are fixed and the express trains cannot overtake all the other trains. Figures 7 and 8 show the time-distance diagram obtained by scenarios 1 and 2, respectively, in which inserting the new trains linked by U2 to the initial timetables results in the same total traveling times. And all the new trains cause some additional stopping times at some stations. For instance let us look at train “201” in scenario 1; as seen additional stops at EHN (30 sec) and HSH (30 sec) have happened, and the stopping time at HN is 60 sec, which is longer than the scheduled one (30 sec).

The objective values in scenarios 3 and 4 are different, and it is noticed that scenario 3 needs a higher computation time due to the wider time window for the pull-out train “201.” Figures 9 and 10 illustrate the time-distance diagram obtained by scenarios 3 and 4, respectively; the actual effected trains and moving time from the initial timetable are quite different because of the fact that the start time windows of the new trains are different. The restrictions of the headway and the turnback capacity (at DSL) cause some trains to move forward or backward and cause more dwell times at some stations.

Scenarios 4–7 have the same objective values and output the same new timetable from computation; also the maximum deviation time of initial timetable is not less than 210 sec in the case of adding U1 at the time window TW2. The objective value of scenario 9 is 160 sec. Scenario 10 has no solution, which means that no new train can be inserted in the initial timetable, since the maximum turnback capacity of DSL has been reached; that is, the maximum deviation time approaches 120 sec.

It implies that 150 sec is the minimum deviation time on the condition of successfully inserting the trains of U1. Figure 11 shows the detailed train line in DSL of scenarios 4 and 9; these figures illustrate that train “004” moves to the right for 210 sec and train “019” moves to the left for 60 sec at DSL as the maximum deviation time is 300 sec (scenario 4), but in scenario 9 (the maximum deviation time is 150 sec), train “004” needs to move right for 120 sec and train “019” needs to move left for 150 sec at DSL.

#### 6. Conclusions and Future Work

In this paper, a model and problem formulation for scheduling additional TU services have been proposed. The main contribution of the paper is consideration of the timetable scheduling and the TUs scheduling together as an integrated optimization model with two objectives according to section and terminal capacities. Additionally a maximum deviation for arrival or departure times of trains in initial timetable, the strategy of slow services stopping at all stations and express services stopping only at some special stations, the linking order, and time window of new inserted trains are also considered in the model. The developed model is a generic one that can be easily modified to adapt any changes in initial timetable or any new scheme of inserting trains linked by TUs. The given example illustrates that rail transit agencies can obtain a reasonable new timetable for different administrative goals in a matter of seconds and shows that the model is well suited to be used in daily operations.

However, the proposed model is not a multiobjective one; in many real situations, creating an appropriate new timetable means finding a balance between several objectives such as the composition of minimum and (), where the coefficients of and are hard to evaluate. On the other hand, long planning horizon and large number of new trains needed to be inserted will make the computation time longer. In order to improve the service level, another objective that should be taken into account is how to obtain a regular timetable which has equal intervals between trains after adding new ones. These issues will be addressed in future researches.

#### Conflict of Interests

The authors declare that there is no conflict of interests regarding the publication of this article.

#### Acknowledgments

This work was supported by the National Natural Science Foundation of China (Grant nos. 61473210, 51008229, 51208381, and 71071112), the Fundamental Research Funds for the Central Universities (Grant no. 20123228), iRAGS of Siemens AG in Braunschweig, and The Scientific and Technological Research Council of Turkey (TÜBİTAK). The acquisition of the analysis data in the paper is supported by the Shanghai Shentong Metro Operation Management Center. The authors appreciate this support.

#### References

1. V. Vuchic, Urban Transit Operations, Planning and Economics, American Society of Civil Engineers, Reston, Va, USA, 2005.
2. L. Cadarso and Á. Marín, “Integration of timetable planning and rolling stock in rapid transit networks,” Annals of Operations Research, vol. 199, pp. 113–135, 2012. View at: Publisher Site | Google Scholar | MathSciNet
3. A. Caprara, L. Kroon, M. Monaci et al., “Passenger railway optimization,” in Handbooks in Operations Research and Management Science, pp. 129–187, Elsevier, San Diego, Calif, USA, 2007. View at: Google Scholar
4. V. Cacchiani, D. Huisman, M. Kidd, L. Kroon, P. Toth, and L. Veelenturf, “An overview of recovery models and algorithms for real-time railway rescheduling,” Transportation Research B: Methodological, vol. 63, pp. 15–37, 2014. View at: Google Scholar
5. V. Guihaire and J. K. Hao, “Transit network design and scheduling: a global review,” Transportation Research A: Policy and Practice, vol. 42, no. 10, pp. 1251–1273, 2008. View at: Publisher Site | Google Scholar
6. A. Ceder, “Public-transport automated timetables using even headway and even passenger load concepts,” in Proceedings of the 32nd Australasian Transport Research Forum (ATRF '09), October 2009. View at: Google Scholar
7. Z. Jiang, J. Gao, and R. Xu, “Circle rail transit line timetable scheduling using Rail TPM,” in Proceedings of the 12th International Conference on Computer System Design and Operation in the Railways and Other Transit Systems (COMPRAIL '10), pp. 945–952, August-September 2010. View at: Google Scholar
8. Z. Jiang, R. Xu, Q. Wu, and J. Lv, “Shared-path routing timetable computer designing in rail transit system,” Journal of Tongji University, vol. 38, no. 5, pp. 692–696, 2010. View at: Publisher Site | Google Scholar
9. H. Niu and X. Zhou, “Optimizing urban rail timetable under time-dependent demand and oversaturated conditions,” Transportation Research C: Emerging Technologies, vol. 36, pp. 212–230, 2013. View at: Google Scholar
10. M. Freyss, R. Giesen, and J. C. Muñoz, “Continuous approximation for skip-stop operation in rail transit,” Transportation Research C: Emerging Technologies, vol. 36, pp. 419–433, 2013. View at: Publisher Site | Google Scholar
11. A. Alfieri, R. Groot, L. Kroon, and A. Schrijver, “Efficient circulation of railway rolling stock,” Transportation Science, vol. 40, no. 3, pp. 378–391, 2006. View at: Publisher Site | Google Scholar
12. P. Fioole, L. Kroon, G. Maróti, and A. Schrijver, “A rolling stock circulation model for combining and splitting of passenger trains,” European Journal of Operational Research, vol. 174, no. 2, pp. 1281–1297, 2006.
13. L. Cadarso, Á. Marín, and G. Maróti, “Recovery of disruptions in rapid transit networks,” Transportation Research E: Logistics and Transportation Review, vol. 53, no. 1, pp. 15–33, 2013. View at: Publisher Site | Google Scholar
14. Z. Lin and R. S. K. Kwan, “A two-phase approach for real-world train unit scheduling,” Public Transport, 2013. View at: Google Scholar
15. X. J. Eberlein, N. H. M. Wilson, C. Barnhart, and D. Bernstein, “The real-time deadheading problem in transit operations control,” Transportation Research B: Methodological, vol. 32, no. 2, pp. 77–100, 1997. View at: Google Scholar
16. A. Haghani and M. Banihashemi, “Heuristic approaches for solving large-scale bus transit vehicle scheduling problem with route time constraints,” Transportation Research Part A: Policy and Practice, vol. 36, no. 4, pp. 309–333, 2002. View at: Publisher Site | Google Scholar
17. A. Haghani, M. Banishashemi, and K. Chiang, “A comparative analysis of bus transit vehicle scheduling models,” Transportation Research B: Methodological, vol. 37, no. 4, pp. 301–322, 2003. View at: Publisher Site | Google Scholar
18. B. Yu, Z. Yang, and S. Li, “Real-time partway deadheading strategy based on transit service reliability assessment,” Transportation Research A: Policy and Practice, vol. 46, no. 8, pp. 1265–1279, 2012. View at: Publisher Site | Google Scholar
19. R. L. Burdett and E. Kozan, “Techniques for inserting additional trains into existing timetables,” Transportation Research B: Methodological, vol. 43, no. 8-9, pp. 821–836, 2009. View at: Publisher Site | Google Scholar
20. H. Flier, T. Graffagnino, and M. Nunkesser, “Scheduling additional trains on dense corridors,” in Experimental Algorithms, vol. 5526 of Lecture Notes in Computer Science, pp. 149–160, 2009. View at: Google Scholar
21. D. Canca, E. Barrena, A. Zarzo, F. Ortega, and E. Algaba, “Optimal train reallocation strategies under service disruptions,” Procedia—Social and Behavioral Sciences, vol. 54, pp. 402–413, 2012. View at: Google Scholar

Copyright © 2014 Zhibin Jiang 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.