Research Article  Open Access
Yingguo Li, Zhijia Tan, Qiong Chen, "Dynamics of a Transportation Network Model with Homogeneous and Heterogeneous Users", Discrete Dynamics in Nature and Society, vol. 2012, Article ID 918405, 16 pages, 2012. https://doi.org/10.1155/2012/918405
Dynamics of a Transportation Network Model with Homogeneous and Heterogeneous Users
Abstract
This paper studies the dynamics of the traveler's daytoday route adjustment process in the general transportation network with fixed or elastic demand and homogeneous or heterogeneous users. Each traveler is assumed to adjust his/her route choice according to the excess travel cost between the instantaneous experienced travel cost and a certain referred level, which induces an aggregate path flow dynamics. We call the path flow dynamics the excess travel cost dynamics, which corresponds to the excess payoff dynamics in evolutionary games and serves a general framework of modeling the homogeneous or heterogeneous route choice behavior of travelers.
1. Introduction
Network equilibrium models have a long history, both in the transport research literature and in practical studies of scheme assessment, since the notion of user equilibrium (UE) was proposed [1]. At equilibrium, all travelers on the same origindestination pair experience the same travel cost, while all unused routes have equal or higher travel costs. Wardrop equilibrium has been extended in different senses to address real world needs in transportation planning, analysis, and management, including stochastic user equilibrium (SUE) to allow imperfect information or user perception error in their route choice [2]; dynamic user equilibrium withinday to incorporate the departure time choice in route choice [3, 4].
To model the travelers' response to exogenous information, the growing interest in daytoday dynamics has received much study after the original research of Horowitz [5], in which a twolink transportation network is adopted to explain the daytoday dynamic link and path flow patterns and the stability issue. The evolution over days of travel choices or a learning rule based on the past experience associated with the traffic assignment model are the main methodologies to capture the daytoday behavior. A comprehensive literature review on the daytoday dynamics is made by Bie and Lo [6]. In the literature, travelers' daytoday route choice adjustment behavior is modeled as either a deterministic dynamic process, such as the simplex gravity flow dynamics [7], the proportionalswitch adjustment process [8, 9], the network tatonnement process [10], the projected dynamical system [11], and evolutionary traffic dynamics [12], or a stochastic dynamic process [13, 14]. Yang and Zhang [15] focused on the deterministic dynamic route adjustment process on modeling drivers dynamic route choice adjustment behavior and proved that many commonly used dynamic processes are socalled Rational Behavior Adjustment Process (RBAP) since the aggregated travel cost of the entire network decreases over days except that the path flow becomes stationary and is the user equilibrium path flow. He et al. [16] developed a linkbased daytoday dynamic traffic assignment model to copy with two essential pitfalls of the pathbased model, that is, the initial path flow pattern is typically unidentifiable and different initial path flow patterns constituting the same link flow pattern generally give different daytoday link flow evolutions; the pathbased models ignore the interdependence among paths and thus can give very unreasonable results for networks with paths overlapping with each other. The daytoday route adjustment process provides a useful tool for transportation management. Peeta and Yang [17] demonstrated that providing properly advanced travel information to the road users can result in the social optimal link flow pattern by assuming that the travelers' daytoday route adjustment behavior follows the proportionalswitch adjustment process. Using the potential games theory, Sandholm [12] proposed an evolutionary implementation mechanism for continuous dynamic routebased pricing policy to ensure the efficient use of the roadway system, while allowing for users to follow any reasonable myopic adjustment process. Apart from the unknown demand or demand function, he assumed that the individual traveler's daytoday route choice adjustment process is not known to the planner either.
However, if the road pricing scheme is adopted in the transportation network as Sandholm [12], the daytoday route adjustment process should incorporate the travelers' heterogeneous behavior since they value the monetary and time costs in different ways. With this consideration, we assume that all travelers in the transportation network can be classified into several discrete classes, the user in each class is captured by a parameter, valueoftime (VOT) which converts the travel time cost into the equivalent monetary cost [18]. It is easy to understand that the users in different user classes adjust their route choice in different ways according to their VOT values. In this paper, we develop a general model framework to capture the travelers' daytoday route choice behavior, which considers the general transportation network with fixed or elastic demand, homogeneous or heterogeneous users. In this study, each traveler is assumed to adjust his/her route choice according to the excess travel cost between the instantaneous experienced travel cost and a certain referred level. The aggregate path flow dynamics induced by this model can be viewed as a natural extension of the socalled rational behavior adjustment process proposed by [15]. We call this path flow dynamics the excess travel cost dynamics, which corresponds to the excess payoff dynamics in evolutionary game [19]. The excess travel cost dynamics serves as a more general framework than the rational behavior adjustment process for modeling the travelers' dynamic route choice behavior in the transportation network with fixed or elastic demand, homogeneous or heterogeneous users. The Lyapunov function method is commonly used to study the stability of the equilibrium solutions [8, 10]. LaSalle's theorem addressing system stability over a set of equilibrium solutions rather than an isolated point [20] has been adopted by several researchers to study the stability of dynamic transportation network [6, 17, 21]. In this study, we use LaSalle's theorem to study the stability of the excess travel cost dynamics.
The paper is organized as follows. Section 2 introduces the definition of the excess travel cost dynamics. The stability issue for the proposed dynamic system is addressed in Section 3. Finally, conclusions are given in Section 4.
2. DaytoDay Dynamical Route Adjustment Process
2.1. Excess Travel Cost Dynamics with Homogeneous Users
Consider a general transportation network, , where is the set of nodes and is the set of links. Denote by the set of origindestination (OD) pairs by the set of routes between OD pair , and . Let , , and be the path flow on route , , the flow and toll of link , , . The corresponding vectors of path flows, link flows and toll charges are denoted by , , and . Each link , , is associated with a strictly increasing and convex link travel time cost function, of the link flow, . The total aggregate link flow is , where equals if route between OD pair uses link ; otherwise. Without confusion, let and be the total travel time and total cost (travel time plus the monetary cost, if any) of path between OD pair. Each OD pair is associated with a demand, which is fixed or is elastic. In the latter case the demand is given by an invertible strictly decreasing function of the generalized travel cost alone, . The set of all feasible path flow patterns is denoted by Denote the daytoday path flow dynamics by , say, the derivative of path flow vector with respect to day to day time .
Three assumptions on travelers' route adjustment process are proposed and compared by Nagurney and Zhang [11]. The third one among those assumptions is suggested to be the most reasonable and defined by Yang and Zhang [15] as the rational behavior adjustment process (RBAP) with fixed demand. The daytoday route choice adjustment process is the RBAP with fixed travel demand if the aggregated travel cost of the entire network decreases based on the previous day's path travel costs when path flows change from day to day; otherwise, if path flow becomes stationary over day, then it is equivalent to the user equilibrium path flow. That is to say, if the current path flow pattern is not UE path flow, then . The RBAP is mild and includes various commonly used route choice adjustment process as its special cases, such as the proportionalswitch adjustment process [17], the projected dynamical system [11], and the Brownvon NeumannNash dynamics [22].
Suppose that a welldefined excess travel cost is associated with each path, such as the difference between the travel cost and the average travel cost corresponding to a specific OD pair. It is easy to check that, both the aggregated travel cost and excess travel cost of the entire network decreases based on the previous day's path travel costs when path flow pattern changes from day to day, whenever the process is RBAP. The logic is intuitive since the flow process follows the conservation constraint if the excess travel cost is defined as the difference between the path cost and average ODspecific travel cost, namely, since and . In fact, the reference travel cost level, , may be altered as the current minimal travel cost. A more general definition of the excess travel cost is given in [19], in which, at least one traveler travels with a positive excess travel cost whenever the stationary equilibrium is not achieved. For simplification of our representation, we only refer the excess travel cost to the difference between the travel cost and the average travel cost associated a specific OD pair for the case with fixed demand, namely, .
For the case with elastic demand, notably, the inverse demand function, , is the current travel benefit between OD pair if the demand is . We thus define the excess travel cost of path as or . To incorporate the cases with both fixed and elastic demands, we now extend the definition of rational behavior adjustment process proposed by Yang and Zhang [15]. Denote the path flow dynamics as the following equation: The daytoday route adjustment process (2.3) is the excess travel cost dynamics if the following three conditions are satisfied:(A1) dynamic system (2.3) admits a unique solution trajectory for any given initial condition, and the trajectory is Lipschitz continuous;(A2) whenever where the excess travel cost, , of path between is a welldefined function of link flow vector ;(A3) is an equilibrium point of system (2.3) if .
With the excess travel cost dynamics, the aggregated excess travel cost of the entire network must decrease from the previous day's path travel costs when path flows change from day to day; otherwise, if path flow becomes stationary over days, then it is equivalent to the user equilibrium path flow. Define the excess payoff for using each path as , then the excess travel cost dynamics is the excess payoff dynamics, which is a special case of the wellbehaved dynamics proposed by Sandholm [19].
2.2. Excess Travel Cost Dynamics with Heterogeneous Users
The excess travel cost dynamics, described above, assumes that all travelers perceive the path travel cost identically (travel time plus a discount monetary cost). However, it is well known that travelers may value travel time differently, depending on their income levels or travel purposes. Thus, when a toll policy is introduced into the network, heterogeneous users with different value of time (VOT) have to be considered in converting travel time into equivalent monetary cost. In this subsection, we focus our discussion on the behavior assumption of the route choice adjustment process in presence of the user heterogeneity. Furthermore, we consider a discrete set of user classes corresponding to the groups of users with different socioeconomic characteristics, such as income level.
Let denote such user classes, and , , be the average VOT for users of class . The travelers of each class adjust their routes according to their owner perception for any given and fixed link toll pattern, . Let and denote the travel time and toll of path between OD pair , where we further suppose that each OD pair and user class is associated with a fixed or elastic demand. In the latter case, the classicspecific demand is given by a strictly decreasing function , where is the generalized travel cost in time unit for user class between OD pair . The set of the feasible path flow pattern is now expressed as Notably, the travelers with different VOT may estimate their excess travel cost differently. The average travel cost of OD pair estimated by the users of class is . The excess travel cost for user class to use path between OD pair with fixed demand can be expressed as . As before for the case with elastic demand, the excess travel cost of path between OD pair for user class is . Note that, for the multiclass daytoday dynamic route choice adjustment process (2.3), the term, , is classspecific path flow derivative. Similarly, the aggregate classspecific link flow , , where the aggregate link flow of user class is . The multiclass daytoday route adjustment process (2.3) is rational if assumptions (A1), (A3), and the following (A2) are satisfied:(A2′) whenever .
Assumption (A2′) says that, for any given and fixed link toll pattern, , each user adjusts his/her route choice according to his/her own preference, which results in the decrease in aggregated excess travel cost of the entire network in time unit in comparison with that on previous day when path flows change from day to day. A stronger behavior assumption is that the flow on those paths on which travelers experienced positive excess travel cost strictly decreases, and vice versa. Assumption (A2′) is a direct extension of the homogeneous case, in which all travelers have an identical VOT.
Example 2.1. The proportionalswitch adjustment process (PSAP) was first introduced by Smith [8] to suppose that the drivers on a higher cost path switch to other lower cost paths in a rate that is proportional to the cost difference between this path and the other lower cost paths. Peeta and Yang [17] modeled the dynamical traffic flow switch rate of the PSAP with fixed demand as:
where is the travel cost of path between OD pair , and . By introducing the excess travel cost, , for each path, dynamic system (2.5) can be rewritten as:
Furthermore, the PSAP with fixed demand, given by (2.6), can be extended to the multiclass user case. Given a toll pattern , the travel cost and excess travel cost in time unit for the travellers with VOT are and . The multiclass PSAP with fixed demand, for all , and , is
We now consider the elastic demand based on the simple model of PSAP. Suppose that there is a dummy link associated with each OD pair and the latent noncar travelers traverse from the origin to the destination by the dummy link. Suppose there is a large potential demand for each OD pair, . The dummy link, , is associated with the travel cost of and flow , where and denote the revealed and latent demand between OD pair, , respectively. Namely, and . Let the average travel cost be . Like the case with fixed demand, the excess travel cost is defined as the difference between the travel cost and the average travel cost associated with the specific path. The PSAP with elastic demand can be revised, for and , as
Like the case with fixed demand again, the PASP with elastic demand, given by (2.8), can be extended to the multiclass PSAP indexed by user class . Following the method described above and the definition of the excess travel cost with multiclass users, the Brown and von Neumann process can be extended to the cases with elastic demand and user heterogeneity.
3. Stability of the Excess Travel Cost Dynamics
The stability is a central issue for the dynamic system analysis. Peeta and Yang [17] investigated the system stability over a set of desirable states rather than an isolated point, applying LaSalle's invariant set theorem for the dynamic traffic assignment problem with fixed demand by assuming the proportionalswitch adjustment process, given by (2.5). The objective functions of the system optimum and user equilibrium problem are adopted as the Lyapunov functions to conduct the stability analysis, which is physically meaningful. Similar method of constructing Lyapunov function is also used by Jin [21] to examine the system stability of the dynamic traffic assignment problem under OD firstinfirstout violation situation. In this section, in a similar spirit of [17], the system stability of the excess travel cost dynamics proposed in Section 2 is addressed.
A set is an invariant set of dynamic system (2.3) if every system trajectory which starts from a point in remains in for all future time [20]. For instant, any equilibrium point of system (2.3) or, , as a set is an invariant set. LaSalle's invariant set theorem is stated as the follows.
Lemma 3.1 (LaSalle’s invariant set theorem [20]). Consider the autonomous system . Let be a scalar continuously differentiable function such that(1), or, function is radically unbounded; (2) for all .Let and is the largest invariant set contained in , namely, is the union of all invariant sets within . Then every solution is bounded and converges to .
The standard LaSalle's invariant set theorem described above is in general not applicable in the case of discontinuous righthand side, such as, projected dynamic system [11] and the network tatonnement process [10]. In this case, the generalized invariant set theorem [23] is applicable, only requiring the existence, uniqueness, and continuity of the solution of dynamic system that are guaranteed by assumption (A1). In this study, the standard LaSalle's invariant set theorem is adopted to investigate the stability issues of dynamic system (2.3).
3.1. Stability Property of the Dynamic System with Homogeneous Users
It is well known that the user equilibrium path flow pattern with elastic (fixed) demand can be identified by solving the following typical elastic (fixed) demand traffic assignment problem or Under the assumptions that is strictly decreasing and is strictly increasing, we know that the Wardrop user equilibrium link flow pattern is unique for the case with fixed demand, and the UE demand level is also unique for the case with elastic demand. Denote the set of user equilibrium path flow patterns as where and are unique UE link flow pattern and corresponding OD demand vector, respectively. It is must be pointed out that, for the case with fixed demand, is the OD demand matrix, and thus, definition (3.3) is suit for both cases with fixed and elastic demand. We first prove that the set (3.3) is an invariant set of system (2.3), that is to say, if any solution with an initial state in set will reside in for ever, which is depicted in the following lemma.
Lemma 3.2. The set , defined by (3.3), is an invariant set of system (2.3), namely, implies that , for all .
Proof. From assumptions (A2)(A3), we know that and, conversely, , which implies that is an equilibrium point. It is clear that is an invariant set of system (2.3). The proof is completed.
From Lemma 3.2, we now investigate the stability of system (2.3).
Theorem 3.3. Under assumptions (A1)–(A3), any solution of system (2.3) converges to the invariant set, , defined by (3.3), and, thus, the dynamic path flow pattern with any initial state induces the user equilibrium link flow pattern of static traffic assignment problem.
Proof. Consider the following continuously differentiable function (we only consider the case with elastic demand): where is the objective function of mathematical programming problem (3.1); , , and , , are functions of path flow pattern . Let , and from Lemma 3.2, the largest invariant set contained in is . In fact, since is the solution set of the minimization problem (3.1). Furthermore, note that for all , and for all . Therefore is a Lyapunov function candidate of system (2.3). Taking derivative of in daytoday time, and from assumption (A2), we get, for all , which implies that is a Lyapunov function of system (2.3). According to the LaSalle's invariant set theorem, we know that all solutions of system (2.3) converge to , which induces the UE link flow pattern. For the case with fixed demand, we can also show that the derivative of is nonpositive since according to the flow conservation condition. The proof is completed.
The rational behaviour adjustment process proposed by Yang and Zhang [15] is a useful concept frame to model the rational behaviour of the travellers under which the route adjustment process must reduce the aggregate total travel cost of the whole network day by day. However, the definition is suitable only for the case with fixed demand. More generally, the excess travel cost dynamics, or, excess payoff dynamics introduced by Sandholm [19] can incorporate the cases with fixed and elastic demand. Theorem 3.3 depicts that for the excess travel cost dynamics satisfying assumptions (A1)–(A3), any dynamic path flow pattern must move to a certain UE path flow pattern, which induces the UE link flow pattern. Therefore, the set of all UE path flow patterns is a stable invariant set.
Furthermore, for any given link toll pattern, , the travel cost of path between OD pair is the full travel cost (the time cost plus the monetary cost), and the excess travel cost can be defined similarly as the case , namely, . Then the set of the UE path flow patterns corresponding to the toll vector is a stable invariant set of system (2.3) or any dynamic path flow pattern must converge to the set. Specially, if the system optimal and fixed link toll pattern, is imposed, where is the SO path flow pattern for fixed or elasticdemand case, then any dynamic path flow pattern converges to a certain SO path flow pattern, in this case, the invariant set is where and are unique SO link flow pattern and corresponding OD demand vector, respectively.
Example 3.4. Consider that the following simple network example, shown in Figure 1, consists of 4 links, 4 nodes, and 2 OD pairs. The OD pairs and the corresponding path are listed in Table 1. Each OD pair has one unit fixed demand. Since all links have the same link travel time function, , it is clear that the user equilibrium path flow pattern is not unique although there is a unique link flow pattern.

By simple calibration, we know that all nonnegative path flow pattern satisfying condition , and are user equilibrium path flow pattern, which induces the unique link flow pattern, for all links, . The proportionalswitch adjustment process (2.5) is expressed as where
Using MATLAB Simulink, the behavior of the dynamic system (3.7) starting from 500 randomly selected initial states in the all feasible domain is shown in Figure 2. It is clear that, for the path flow dynamic system (3.7), the equilibrium states consist of a set rather than an isolated equilibrium point is an invariant set, and no equilibrium state is stable for path flow pattern in the sense of Lyapunov stability although the link flow is stable.
3.2. Stability Property of the Dynamic System with Heterogeneous Users
We now move to examine the system stability when the travelers are heterogeneous in valuation of travel time. It is well known [24] that the static multiclass traffic assignment problem with fixed demand can be formulated as the following equivalent minimization problem where the feasible path flow set is given by (2.4). The objective function (3.9) is strictly convex in aggregate link flow for monotone link travel time function . Thus, under a given link toll pattern , the equilibrium aggregate link flow is unique. However, the classspecific link flow is generally not unique (neither is the UE path flow).
Consider the following continuously differentiable function: From the proof of Lemma 3.2, we know that is the largest invariant set of multiclass dynamic system (2.3), which is the solution of minimization problem (3.9). Note that for all , and for all . Therefore is a Lyapunov function candidate of system (2.3). Furthermore, from the assumption (A2′) and the flow conservation , we know, for all , that which implies that is a Lyapunov function of system (2.3). In (3.11), is the excess travel cost of path between OD pair for user class defined in Section 2.2. Similar to (3.3), we still denote as the set of multiclass user equilibrium path flow patterns as where and are unique aggregate UE link flow pattern and classspecific OD demand vector, respectively. According to the LaSalle's invariant set theorem, we know that all solutions of system (2.3) converge to , which induces the UE link flow pattern. Therefore, dynamic classspecific path flow pattern with any initial state induces the multiclass user equilibrium link flow pattern by the daytoday route adjustment process.
Similar analysis can be conducted for the case with elastic demand. In this case, the static multiclass traffic assignment problem with elastic demand can be formulated as the following equivalent minimization problem [24]: where is the inverse demand function for user class between OD pair . Define the candidate Lyapunov function as The multiclass UE path flow is the largest invariant set. It is clear that, for all , and for all . Therefore is a Lyapunov function candidate of system (2.3). By direct calibration, we know, for all , which implies that is a Lyapunov function of system (2.3). From LaSalle's invariant set theorem, we have the following stability property for the dynamic system with heterogeneous users.
Theorem 3.5. Under assumptions (A1), (A2′), and (A3), for any given and fixed link toll pattern, any solution of system (2.3) with heterogeneous users converges to a certain user equilibrium path flow pattern, which results in the multiclass user equilibrium link flow pattern.
Although the route adjustment behavior assumption is relaxed to consider the heterogeneity of travelers, that is to say the individual traveler adjusts his/her route choice based on his/her own perception, the multiclass UE link flow pattern is obtained. Theorem 3.5 also provides a method to calculate the multiclass UE link flow pattern.
Example 3.6. Consider the network example [18], shown in Figure 3, consisting of 5 links, 4 nodes, and 2 OD pairs. The link cost functions are given by There are two classes of travelers with different values of time, class 1 consists of travelers with a lower value of time of (Yuan/min) and class 2 consists of travelers with a higher value of time of (Yuan/min). The OD pairs and the corresponding path are listed in Table 2. Let denote the flow of path between OD pair , with user class . The demand for each user class between each OD pair is , , , and . Given the link toll pattern of , and Yuan, which results in the static multiclass user equilibrium link flow pattern, , , , and . Here we still adopt the proportionalswitch adjustment process (PSAP) to model the multiclass path flow dynamics. From the flow conservation, we only consider four free variables, , , , and . The PSAP (2.5) is expressed as: where and and are the total travel time and toll of path between OD pair , respectively. Using MATLAB Simulink, the path flow pattern of the dynamic system (2.5) starting randomly from selected initial state converges to the unique solution, in which, , , and . Denote as the classspecific average travel cost in time unit between OD pair , such as, for , The daytoday aggregate excess travel cost in time unit can be calculated as which approaches zero. The behavior of the dynamic system (3.17), starting from 200 randomly selected initial states in all the feasible domain, is shown in Figures 4 and 5. Observed from the two figures for the multiclass case, the state trajectories become chaotic since the individual traveler adjusts his/her route choice based on his/her own value of time. However, the trajectories with any initial states solution for the path flow dynamic system (3.17) converge to the UE path flow pattern.

4. Conclusion
We presented an excess travel cost dynamics to model travelers' route choice behavior in a transportation network with fixed or elastic demand and homogeneous or heterogeneous users. The excess travel cost dynamics is a natural extension of the rational behavior adjustment process proposed by Yang and Zhang [15], which corresponds to the excess payoff dynamics in evolutionary game [19]. The excess travel cost dynamics serves as a more general framework than the rational behavior adjustment process for modeling the travelers' dynamic route choice behavior in the transportation network with fixed or elastic demand, homogeneous or heterogeneous users. LaSalle's theorem is adopted to study the dynamic system stability. We proved that the trajectories of the excess travel cost dynamics with any initial state converge to the user equilibrium link flow pattern in various scenarios (fixed or elastic demand, homogeneous or heterogeneous users).
It is an interesting challenge to design the system optimum pricing scheme in a transportation network by taking into account both the hidden actions of travelers' daytoday route choice adjustment and the true but unknown demands, specially, with heterogeneous users. Another research direction is to model the heterogeneous behavior of the travelers on their perceived travel cost except the way valuing the monetary and time costs, which requires a stochastic dynamic route choice process incorporating the user heterogeneity.
Acknowledgments
The authors are very grateful to the referees for their valuable suggestions, which helped to improve the paper significantly. The work described in this paper was supported by the Research Fund for the Doctoral Program of Higher Education of China (20110142120086), the selfdetermined and innovative research funds of HUST (2011QN103).
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Copyright © 2012 Yingguo Li 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.