AAA Abstract and Applied Analysis 1687-0409 1085-3375 Hindawi Publishing Corporation 635760 10.1155/2014/635760 635760 Research Article Fractal Dynamical Model of Vehicular Traffic Flow within the Local Fractional Conservation Laws Wang Long-Fei 1 Yang Xiao-Jun 2 http://orcid.org/0000-0002-0286-7244 Baleanu Dumitru 3, 4, 5 Cattani Carlo 6 Zhao Yang 7 Srivastava Hari M. 1 School of Highway Chang’an University Xi’an 710064 China chd.edu.cn 2 Department of Mathematics and Mechanics China University of Mining and Technology Xuzhou Campus Xuzhou Jiangsu 221008 China cumt.edu.cn 3 Department of Chemical and Materials Engineering Faculty of Engineering King Abdulaziz University P.O. Box 80204 Jeddah 21589 Saudi Arabia kau.edu.sa 4 Department of Mathematics and Computer Sciences Faculty of Arts and Sciences Cankaya University 06530 Ankara Turkey cankaya.edu.tr 5 Institute of Space Sciences Magurele Bucharest Romania spacescience.ro 6 Department of Mathematics University of Salerno Via Ponte don Melillo Fisciano 84084 Salerno Italy unisa.it 7 Electronic and Information Technology Department Jiangmen Polytechnic Jiangmen 529090 China 2014 142014 2014 25 02 2014 07 03 2014 1 4 2014 2014 Copyright © 2014 Long-Fei Wang 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.

We suggest a new model of the scale conservation equation in the mathematical theory of vehicular traffic flow on the fractal network based on the local fractional calculus.

1. Introduction

Continuum model was applied to describe the traffic flow with the continuous functions which was analogous to one of fluid dynamics and material models based on the conservation laws. The approach started with Lighthill, Whitham, and Richards’s (LWR) works [1, 2]. The LWR model was studied by many authors, for example, Daganzo , Zhang , Li , Gasser , Aw et al. , Bellomo and Coscia , and Bellomo et al. . The LWR model of kinematic traffic waves derived from the conservation laws was  (1)αtαρ+αxαϕ=0, where the quantity u is the density of time t and space x and the quantity ϕ is the vehicle flux as a function of density u and speed υ with ϕ=uυ, and its solution for the equation was discussed by using the finite difference method .

Starting with Mandelbrot  there were many reports to determine the fractal structure of nature in various fields of science and engineering. We recall that the geometric similarity of traffic networks was reported by many researchers, for example, Erramilli et al. , Lam and Wornell , Shang et al. , Li et al. , and Campari and Levi . Recently, the local fractional calculus suggested in  was applied to deal with the nondifferentiable phenomena . For example, local fractional Navier-Stokes equations were suggested in  and the local fractional Helmholtz and diffusion equations were reported in . The local fractional Maxwell’s equations were proposed in . Local fractional nonhomogeneous heat equations were investigated in . The heat transfer in silk cocoon hierarchy with local fractional derivative was proposed in . When the physical quantity of density or speed (denoted in Figure 1 by f(x,t)) for vehicular traffic flow on the fractal network is a nondifferentiable function with time and space defined on Cantor sets, the classical conservation law is no valid.

The nondifferentiable physical quantity f(x,t) defined in Cantor sets with time t and space x.

In order to overcome the above drawback, in this paper we discuss the fractal dynamical model of vehicular traffic flow within the local fractional conservation laws. The outline of the paper is as follows. In Section 2, we recall the local fractional conservation laws. In Section 4, a mathematical model of vehicular traffic flow with fractal network is suggested. In Section 5, the nonhomogeneous partial differential equations for the vehicular traffic flow with fractal network are discussed. The conclusions are shown in Section 5.

2. Local Fractional Conservation Laws

In this section, we introduce the local fractional conservation laws based on the local fractional calculus. We start with the conception of the local fractional vector integrals used in the paper.

Definition 1.

The local fractional surface integral is defined as given below : (2)u(rP)dS(β)=limNP=1Nu(rP)nPΔSP(β), where the quantity ΔSP(β) is the elements of fractal surface, N is the elements of area with a unit normal local fractional vector nP, and ΔSP(β)0 as N.

Definition 2.

The local fractional volume integral of the function u is defined as  (3)u(rP)dV(γ)=limNP=1Nu(rP)ΔVP(γ), where the quantity ΔVP(γ) is the elements of fractal volume and ΔVP(γ)0 as N.

Definition 3.

The local fractional gradient of the scale function ϕ has the form [17, 20] (4)αϕ=limdV(γ)0(1dV(γ)S(β)ϕdS(β)), where the quantity α is the local fractional Laplace operator , γ=3α, and β=2α.

The local fractional Gauss theorem of the fractal vector field states that  (5)V(γ)α·udV(γ)=S(β)u·dS(β).

The integral form of local fractional conservation laws in fractal flow was suggested as [17, 21] (6)dαdtαV(γ)ρ(r,t)dV(γ)=-S(β)σ(r,t)·dS(β), where the quantity ρ(r,t) is the density of the material, the equality σ(r,t) is the fractal flux vector, and σ(r,t)=ρ(r,t)υ.

By using (5), (6) can be rewritten as (7)V(γ){αρ(r,t)tα+α·σ(r,t)}dV(γ)=0.

For any arbitrary volume, from (6) we obtain the local fractional differential form of the local fractional conservation laws as (8)αρ(r,t)tα+α·σ(r,t)=0.

In view of (8), the local fractional conservation law in the direction x reads as follows: (9)αρ(x,t)tα+ασ(x,t)xα=0, where the fractal flux denotes σ(x,t)=ρ(x,t)υ(x,t) and the local fractional partial derivative of f(x,t) of order α is defined as  (10)αf(x0,t)xα=Δα(f(x,t)-f(x0,t))(x-x0)α, where (11)Δα(f(x,t)-f(x0,t))Γ(1+α)[f(x,t)-f(x0,t)].

We recall the local fractional conservation laws, which had been successfully applied to deal with elasticity , fluid mechanics , diffusion , electromagnetic  and heat  flows, and so on.

3. Fractal Dynamical Model of Vehicular Traffic Flow with Network

In this section, we study the fractal dynamical model of vehicular traffic flow with network. In order to derive it, we consider that the number of vehicles on the fractal homogeneous road without sources and sinks is always conserved and that fractal flow is a product of the density and speed, which is a differentiable function. We now start with the derivation of the local fractional conservative law shown in Figure 2.

A segment of road is from x1 to x2. The fractal flow in at the position x1 is Q(x1,t) and the fractal flow out at the position x2 is Q(x2,t).

The local fractional integral of f(x) of order α in the interval [a,b] is given by  (12)Iba(α)f(x)=1Γ(1+α)abf(t)(dt)α=1Γ(1+α)limΔt0j=0j=N-1f(tj)(Δtj)α, where the partitions of the interval [a,b] are denoted as (tj,tj+1), j=0,,N-1, t0=a, and tN=b with Δtj=tj+1-tj and Δt=max{Δt0,Δt1,Δtj,}. The number of the vehicular traffics in the segment x1<x<x2 at time t is (13)1Γ(1+α)x1x2φ(x,t)(dx)α=N(x2,t)-N(x1,t), which leads to (14)1Γ(1+α)x1x2αφ(x,t)tα(dx)α=Q(x2,t)-Q(x1,t), where the density of traffic flow is φ(x,t) and the quantities of traffic flux in fixed time t are (15)αtαN(x1,t)=Q(x1,t),αtαN(x2,t)=Q(x2,t).

Let us consider (16)1Γ(1+α)x1x2αQ(x,t)xα(dx)α=Q(x2,t)-Q(x1,t).

In view of (14) and (16), we have (17)1Γ(1+α)x1x2{αφ(x,t)tα+αQ(x,t)xα}(dx)α=0; therefore, (18)αφ(x,t)tα+αQ(x,t)xα=0, where t>0 and x1,x2R are arbitrary. Equation (18) represents the Lighthill-Whitham-Richards model of fractal traffic flow with local fractional derivative. We notice that (18) is in agreement with (9).

For the traffic flow Q(x,t)=φ(x,t)υ(x,t), (18) can be written as (19)αφtα+αxα(φυ)=0 with the initial value condition (20)φ(x,0)=φ0(x).

We denote the traffic flow by Q=Q(φ); thus, (21)Q(φ)=φυ(φ). With the help of (21) and by using (19) we conclude that (22)αφtα+η(φ)αφxα=0, where (23)η(φ)=Q(1)(φ).

If the velocity υ=υ(φ)=μ is constant, then from (22) and (23) we get the Cauchy problem of the linear Lighthill-Whitham-Richards model given by (24)αφ(x,t)tα+μαφ(x,t)xα=0 subject to the initial value condition (25)φ(x,0)=φ0(x).

From (24), we easily obtain the Lighthill-Whitham-Richards model on a finite length highway (26)αφ(x,t)tα+μαφ(x,t)xα=0 with the initial and boundary conditions (27)φ(x,0)=φ0(x).φ(0,t)=ω(t).

This equation is the liner Lighthill-Whitham-Richards model of fractal traffic flow with local fractional derivative.

Let us consider a linear velocity given as (28)υ=υ(φ)=ξ+ηφ; then, the expression of the traffic flow becomes (29)Q(x,t)=ξφ(x,t)+ηφ2(x,t), where ξ is the fractal unimpeded traffic speed and η represents the maximum density.

From (19) and (29) we obtain the nonlinear local fractional partial differential equation (30)αφ(x,t)tα+ξαφ(x,t)xα+2ηφ(x,t)αφ(x,t)xα=0, where φ(x,t) is density of fractal traffic flow. This equation is the nonlinear Lighthill-Whitham-Richards model of fractal traffic flow with local fractional derivative.

From (30) we derive Cauchy problem of the nonlinear Lighthill-Whitham-Richards model of fractal traffic flow (31)αφ(x,t)tα+ξαφ(x,t)xα+2ηφ(x,t)αφ(x,t)xα=0, such that (32)φ(x,0)=φ0(x).

From (30), the initial-boundary problem for nonlinear Lighthill-Whitham-Richards model of fractal traffic flow is suggested as (33)αφ(x,t)tα+ξαφ(x,t)xα+2ηφ(x,t)αφ(x,t)xα=0,φ(x,0)=φ0(x),φ(0,t)=ω(t), provided that  (34)|φ0(x)-φ0(x0)|<εα,|ω(t)-ω(t0)|<κα, with |x-x0|<δ, |t-t0|<τ for ε,κ,δ,τ>0, 0<α<1.

4. Discussions

In this section, we investigate the nonhomogeneous partial differential equations for the vehicular traffic flow with fractal network.

From (24) and (25), the Cauchy problem of the nonhomogeneous partial differential equation of Lighthill-Whitham-Richards model with nondifferentiable source term ψ(x,t) is given by (35)αφ(x,t)tα+μαφ(x,t)xα=ψ(x,t), subject to the initial value condition (36)φ(x,0)=φ0(x).

In view of (26) and (27), the initial and boundary problems for the nonhomogeneous partial differential equation of Lighthill-Whitham-Richards model with nondifferentiable source term ψ(x,t) on a finite length highway become (37)αφ(x,t)tα+μαφ(x,t)xα=ψ(x,t), with the initial and boundary conditions (38)φ(x,0)=φ0(x),φ(0,t)=ω(t).

Considering (31) and (32), the Cauchy problem of the nonhomogeneous nonlinear partial differential equation of Lighthill-Whitham-Richards model with nondifferentiable source term ψ(x,t) becomes (39)αφ(x,t)tα+ξαφ(x,t)xα+2ηφ(x,t)αφ(x,t)xα=ψ(x,t), with the initial value condition (40)φ(x,0)=φ0(x).

By taking into account (33), the initial-boundary problem for nonhomogeneous nonlinear partial differential equation of Lighthill-Whitham-Richards model with nondifferentiable source term ψ(x,t) can be written as (41)αφ(x,t)tα+ξαφ(x,t)xα+2ηφ(x,t)αφ(x,t)xα=ψ(x,t),φ(x,0)=φ0(x),φ(0,t)=ω(t), subjected to (42)|φ0(x)-φ0(x0)|<εα,|ω(t)-ω(t0)|<κα, with |x-x0|<δ, |t-t0|<τ for ε,κ,δ,τ>0, 0<α<1.

5. Conclusions

In this work, the fractal dynamical models of vehicular traffic flow within the local fractional conservation laws, where the density and speed of fractal traffic flow are nondifferentiable functions, are investigated. Besides, the linear and nonlinear partial differential equations for Lighthill-Whitham-Richards models of the vehicular traffic flows with fractal networks are obtained. The classical results are special case of the ones with nondifferentiable conditions when the fractal dimension α is equal to 1.

Conflict of Interests

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

Acknowledgments

This work was supported by the Fundamental Research Funds for the Central Universities under Grant no. CHD2011JC191. It was also supported by the National Natural Science Foundation of China under Grant no. 51208054.

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