Appl. Math. Mech. -Engl. Ed.   2015, Vol. 36 Issue (3): 353-364     PDF       
http://dx.doi.org/10.1007/s10483-015-1915-6
Shanghai University
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Article Information

Wancheng SHENG, Ying ZENG. 2015.
Generalized δ-entropy condition to Riemann solution for Chaplygin gas in traffic flow
Appl. Math. Mech. -Engl. Ed., 36(3): 353-364
http://dx.doi.org/10.1007/s10483-015-1915-6

Article History

Received 2014-04-14;
in final form 2014-07-17
Generalized δ-entropy condition to Riemann solution for Chaplygin gas in traffic flow
Wancheng SHENG1 , Ying ZENG1,2       
1. Department of Mathematics, Shanghai University, Shanghai 200444, China;
2. Department of Mathematics and Physics, Quzhou University, Quzhou 324000, Zhejiang Province, China
ABSTRACT:The Riemann problem for the Aw-Rascle model in the traffic flow with the Delta initial data for the Chaplygin gas is studied. The solutions are constructed globally under the generalized Rankine-Hugoniot relations, the δ-entropy conditions, and the gen- eralized δ-entropy conditions. A new Delta wave, which is called a primary Delta wave, is defined in some solutions. The primary Delta wave satisfies the generalized Rankine- Hugoniot relations and the generalized δ-entropy conditions. It generates initially from the Delta initial data, which either evaluates a Delta wave, whose weight becomes stronger and stronger, or disappears at a finite time.
Keywordsgeneralized δ-entropy condition     Riemann problem for Aw-Rascle model     generalized Rankine-Hugoniot relation     Delta initial datum     Chaplygin gas    
1 Introduction

The macroscopic model of vehicular traffic was firstly started with the first-order fluid approximation of traffic flow dynamics proposed by Lighthill and Whitham[1] in 1955 and Richards[2] in 1956. Since then,many scholars have focused on this topic[3,4,5,6,7] . Aw and Rascle[5] replaced the space derivative of the “pressure” with a convective derivative in Ref. [6] to resolve the theoretical inconsistencies and constructed the Aw-Rascle model. The model in the conservative form is

where ρ is the density of the vehicle,and v is the velocity of the vehicle. The Aw-Rascle model is one of the main fluid dynamic models for the traffic flow. Sun[8] studied the Riemann problem and the interactions of elementary waves for the Aw-Rascle model. System (1) with the equation of state is called the Aw-Rascle traffic model with the Chaplygin gas dynamics. Sheng and Zhang[9] presented the Riemann solutions for the transportation equations of zero-pressure flow in gas dynamics,in which δ-wave and vacuum appeared. Li et al.[10] discussed the behavior of global solutions with random initial data for the zero-pressure flow. Guo et al.[11] studied the Riemann problems of the two-dimensional (2D) Euler equations for the Chaplygin gas. Wang and Zhang[12] studied the Riemann problem with the Delta initial data for one-dimensional (1D) Chaplygin gas Euler equations. Pan and Han[13] discussed the Aw-Rascle model with Chaplygin pressure,and obtained the solutions of the Riemann problems and the initial-boundary value problems. Li[14] studied the Riemann problem with the initial data containing Dirac Delta functions for the Chaplygin pressure Aw-Rascle traffic model. However,their solutions cannot be obtained by the disturbed method except the first case in their paper and do not satisfy the δ-entropy conditions.

In this paper,the Riemann problem to the Aw-Rascle model in traffic flow is studied with the Delta initial data for the Chaplygin gas. A new Delta wave is defined in some solutions, which is called the primary Delta. This paper is organized as follows. In Section 2,we present some preliminaries for (1) and (2),and show the Riemann solutions of (1) and (2). In Section 3, we construct the Riemann solutions of (1) and (2) to the Aw-Rascle model in traffic flow with the Delta initial data for the Chaplygin gas and the solutions globally under the generalized Rankine-Hugoniot relations and the δ-entropy conditions,respectively,and define the primary Delta. 2 Preliminaries

In this section,we review the classical Riemann solutions[11] of (1) and (2) with the initial data

(ρ,v)(x,0) = (ρ±,v±),±x > 0,

where ρ± > 0,and v± > 0.

System (1) is strictly hyperbolic with the following two eigenvalues:

λ1 = vρ−1,λ2 = v,

which are called the wave characteristic and the flow characteristic,respectively. The corresponding right eigenvectors are

r1 = (1,−ρ -2)T,r2= (1,0)T. λi (i= 1,2) are linearly degenerated with ∇λi ·ri= 0 (i = 1,2).

Since (1) and (2) remain to be invariant under the self-similar transformation (x,t) → (αx,αt),where α is a constant,we seek the self-similar solution (ρ,v)(ξ),where . Then, the Riemann problem turns into the boundary value problem at infinity,i.e.,

For smooth solutions,(1) provides the general solution (ρ,v)(ξ) = const. or a singular solution as follows: which is called the contact discontinuous rarefaction wave,through which the density ρ decreases from the left to the right. For simplicity,we still call it as rarefaction wave in the following content.

For a bounded discontinuity at ξ = σ,the following Rankine-Hugoniot conditions hold:

where the jump quantity [q] = q+q,and σ is the velocity of the discontinuity. From (5),we obtain two kinds of discontinuities,i.e.,the contact discontinuity and the shock wave through which the density ρ increases from left to right.

We conclude that the rarefaction wave R coincides with the shock wave S in the phase plane (ρ,v). It is easy to see that the characteristic lines are straight on both sides of the discontinuity line and one family of the characteristic lines (λ1 = v - ρ−1 ) coincides with the discontinuous line on both sides.

For any point (ρ_,v_) in the phase plane (ρ > 0,v > 0),we draw a branch of the curve (4) and have two asymptotic lines which are v = v_ − ρ_−1 and ρ = 0. The half branch (ρ > ρ_) of the curve is compressively denoted by S. The other half branch is denoted by R. We also draw a branch of (6) for ρ > 0,which is a contact discontinuity denoted by J . Then,the first quadrant of the phase plane is divided into three regions,i.e.,I,II,and III,which are shown in Fig. 1. For any given (ρ+,v+) in the first quadrant,the Riemann solution is shown as follows:

Fig. 1 Wave curves in phase plane

(i) (ρ+,v+) ∈ I : S + J ;

(ii) (ρ+,v+) ∈ II : R + J ;

(iii) (ρ+,v+) ∈ III: Delta wave,i.e.,Sδ wave.

When (ρ+,v+) ∈ I ∩ II,we get an intermediate state (ρ*,v*) to connect the two waves

When (ρ+,v+) ∈ III,which satisfies

v+ − ρ+−1 < v+ < v_ − ρ_−1 < v_,

the characteristics start from the origin overlap in the domain Ω (see Fig. 2). In this case,some singularities may appear[9] ,and the singularities cannot be a jump with finite amplitudes. That is to say,there is no piecewise smooth and bounded solution. Therefore,a solution containing a weighted δ-measure,i.e.,the Sδ wave supported on a line,must be constructed to establish the existence in a space of measurers from the mathematical point of view.
Fig. 2 Analysis of characteristics

Let us consider the solution of (1) and (2) of the form

satisfying the initial conditions where x(t),ω(t),and vδ (t) denote the location,the weight,and the propagation speed of the Sδ wave,respectively,and v0 is undetermined. Therefore,we can assert that (9) is the solution of (1) and (2) if the following generalized Rankine-Hugoniot relations are satisfied: where the jump quantity [q] = q+q_. By a simple calculation,we have when [ρ] ≠ 0,and when [ρ] = 0.

Moreover,we can justify that the Sδ wave satisfies the δ-entropy conditions as follows:

3 Riemann problem with Delta initial data

In this section,we consider (1) with the following initial data:

where m0 > 0.

Let us consider the solutions in the following form:

satisfying the following generalized Rankine-Hugoniot conditions: with the initial data Next,we solve (17) and (18). From (17),we have Multiplying the first equation of (19) by vδ and jointing the obtained result with the second one,we get From (20),we have From (17) and (18),we obtain where
From ƒ(0) = m02 and ƒ′ (t) > 0 (t > 0),we get

ƒ(t) > 0,t > 0.

From (19),we have

In particular,when m0 = 0,we have when [ρ] ≠ 0,and when [ρ] = 0. So far,we have completely constructed the solution (ω(t),vδ (t),x(t)) of (17) with (18),which has the following properties: When [ρ] ≠ 0, According to the relation among v_ − ρ_−1 ,v0,v_,and v+,we can construct the Riemann solutions of (1) and (15) in the following four cases:

Case 1 v+ < v0 < v_ - ρ_−1 < v_.

Case 2 v0 < v_ -ρ_−1 < v+ < v_.

Case 3 v0 < v+ < v_ - ρ_−1 < v_.

Case 4 v_ -ρ_−1 < v0 < v+ < v_.

The other cases are similar.

Case 1 v+ < v0 < v_ - ρ_−1 < v_

This is a typical case,in which the Sδ wave emits from the origin. It is easy to see that it satisfies the δ-entropy conditions. Solving (17) and (18),we obtain

where ω(t),vδ (t),and x(t) are defined as (22) and (23). By a simple calculation,we have The solution is shown in Fig. 3.
Fig. 3 Solution of Case 1

Case 2 v0 < v_ - ρ_−1 < v+ < v_ In this case,we cannot construct the solution as above. We need to construct the solution between a free boundary,i.e.,a new Delta wave,and the right contact discontinuity J (ρ+,v+).

Definition 1 A discontinuous curve x = x(t) is called the primary Delta wave in the solution denoted by Sδ if it satisfies the following conditions:

(i) The initial data contain a Delta distribution;

(ii) The solution on x = x(t) satisfies the generalized Rankine-Hugoniot relations and the generalized δ-entropy conditions that Sδ contacts with one or two families of characteristics on one or both sides of it.

According to the definition,we can seek the solution in the following form:

where (ρ*,v*)(x,t) = along the straight line ,which is also denoted as (ρ*,v*). (ρ*,v*) is the right state of the primary Sδ wave,satisfying and the primary Sδ wave satisfies the following generalized Rankine-Hugoniot conditions: where [ρ] = ρ*(t) − ρ_ with the initial data

From (31) and (32),we obtain

From the above equations,we have Integrating (35) from 0 to t,we have Combining the first equation of (34) with (36),we get Solving (37) with ω(0) = m0 ,we have where α = ρ−m0(v_ - v0) > m0. From (38),we have

From (37),we obtain

Let F (t,ω) = ω − m0 + α ln(α − ω) − α ln(α − m0) + t. Then,we have

By the implicit function theorem and (38),we find that there exists an ω = ω(t). Integrating the first equation of (34) from 0 to t with (32),we have Then,the right state (ρ*,v*)(t) of the primary Sδ wave is By a simple calculation,we get Then,from the second equation of (40),we obtain It is easy to see that the primary Sδ wave will never overtake the contact discontinuity J. The solution is shown in Fig. 4.
Fig. 4 Solution of Case 2

Case 3 v0 < v+ < v_ - ρ_−1 < v_

In this case,we construct the solution according to Definition 3.1 as in Case 2. The form of the solution is the same as that of (30) and (32). The solution on the right state of the primary Delta wave Sδ is

From v+ < v_ - ρ_−1,we have

It means that there exists a unique t* such that vδ (t* ) = v+. Then,because x′(t) > 0,there exists t t* such that the primary Delta wave Sδ can overtake the contact discontinuity J at t. In the period of 0 6 t 6 t,the solution is the same as that in Case 2.

When t > t,we can construct the solution as that in Case 1,which is expressed in (22) and (23). The solution is shown in Fig. 5.

Fig. 5 Solution of Case 3

Case 4 v_ - ρ_−1 < v0 < v+ < v_ In this case,according to Definition 3.1,the new primary Delta wave Sδ must contact with the characteristics on both sides. We seek the solution in the following form:

where (ρ1,v1) and (ρ2,v2),which will be undetermined,are the left state and the right state of the primary Sδ wave,respectively,satisfying and the generalized Rankine-Hugoniot conditions with the initial data From (46) and (47),we have By a simple calculation with (48),we obtain Then,we get It is easy to see that ω(m0) = 0,which means that the weight of the primary Sδ wave disappears as t1 = m0. Because
the Riemann solution contains the rarefactive R,the contact discontinuity J ,and an intermediate state (ρ3,v3),where Therefore,when t1 > m0,the solution can be expressed as Therefore,we have obtained the solutions of (1) and (15),which are shown in Fig. 6.
Fig. 6 Solution of Case 4

Remark 1 It can be easily checked that the solution is stable under perturbation on the initial data by the method in Refs. [12] and [15].

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