Abstract
A general fundamental mathematical framework at the base of the conservation laws of continuum mechanics is introduced. The notions of weak solutions, and the issues related to the entropy criteria are discussed in detail. The spontaneous creation of singularities, and the occurrence of diffusive limits are explained in view of their physical implications. A particular emphasis is given to the applications of hyperbolic conservation laws in the models of gas dynamics, nonlinear elasticity and traffic flows.
Access provided by Autonomous University of Puebla. Download chapter PDF
Similar content being viewed by others
6.1 Introduction
The conceptual structure informing continuum physics rests on two fundamental pillars: balance laws (or conservation laws) and constitutive laws. While the constitutive laws, ruling the specific properties of the material in which the physical phenomenon occurs (e.g. viscous fluids, elastic solids, elastic dielectric, etc. ) are exposed to a great variety of possible relations (may be escaping any tentative of a definitive general theory), conservation laws admits a clear mathematical statement in the format of partial differential equations. In the general multidimensional spatial setting, an homogeneous hyperbolic conservation law takes the form [3, 19, 21]
where the state variable u, taking values in \(\mathbb {R}^m\) depends on the spatial variables (x1, …, xd) and time t, F1, …, Fd are smooth maps from \(\mathbb {R}^m\) to \(\mathbb {R}^m\), ∂t denotes ∂∕∂t and ∂α denotes ∂∕∂xα.
In these notes we shall focus on the one-dimensional spatial case, governed by the first order partial differential equation
where \(f\in C^2(\mathbb {R}^N;\mathbb {R}^N)\), \(u:[0,\infty )\times \mathbb {R}\to \mathbb {R}^N\), and N ≥ 1. The function u = u(t, x) is termed conserved quantity, f = f(u) flux. If N = 1 we say that (6.2) is a scalar conservation law, if N > 1 we say that (6.2) is a system of conservation laws and it stays for
where
In this section we try to answer the following questions:
- (Q.1):
-
Why do we use the terms conservation law, conserved quantity, and flux for (6.2), u, and f, respectively?
- (Q.2):
-
Which kind of physical phenomena is (6.2) able to describe?
- (Q.3):
-
Which are the mathematical features of the solutions of (6.2)?
Let us answer to (Q.1). If u is a smooth solution of (6.2) and a < b we have that (see Fig. 6.1)
In other words, the conserved quantity u is neither created nor destroyed, the amount of u in the interval [a, b] changes in function only of the flow through the two end points.
To answer to (Q.2) we proceed by showing some paradigmatic models founded in continuum mechanics, expressed in terms of conservation laws.
Rarefied Gas
The simplest model of gasdynamic in one space dimension considers a material made of non interacting particles, idealizing a low dense gas. In the Lagrangian description, we can identify the particles using their initial position y. Let φ(t, y) be the position at time t of the particle that at time t = 0 was in y, its velocity and acceleration are ∂tφ and \(\partial _{tt}^2\varphi \), respectively. Since the particles do not interact within themselves, we cannot have two different particles in the same position at the same time, therefore φ(t, ⋅) is increasing and, in particular, invertible. Let ψ(t, ⋅) be the inverse of φ(t, ⋅), i.e.,
and
Let u(t, x) be the velocity of the particle at time t is in x, namely
The acceleration of the particle that at time t is in x is
Since the particles do not interact within themselves, there are no forces acting on them. Then, the balance of linear momentum delivers the equation
that is termed Burgers equation [5, 6, 18].
Traffic Flow 1
We begin with the road fluid-dynamic traffic model introduced by Lighthill, Whitham, and Richards [15, 17]. We consider a one way one lane infinite road. Let ρ = ρ(t, x) be the the density of vehicles at time t in the position x. Assuming that the vehicles behave as fluid particles we have [8, 9]
where v is the velocity of the vehicles. The key assumption of Lighthill, Whitham, and Richards is that the velocity depends only on the density, namely
that is somehow reasonable in case of highways. The drivers regulate their velocity in function of the number of vehicles in front of them. Therefore writing
(6.4) reads
On v = v(ρ) it is reasonable to assume that
In particular, Lighthill, Whitham, and Richards proposed
Compressible Non-viscous Gas
The Lighthill-Whitham-Richards traffic model and the Burgers equation are model expressed in terms of scalar conservation laws, we continue by showing more models expressed in terms of systems of conservation laws.
The Euler equations for a non-viscous compressible gas in Lagrangian coordinates are
where v is the specific volume (i.e., 1∕v is the density), u is the velocity, e is the energy, and p is the pressure of the gas. Since we have three equations in four unknowns, we need a constitutive equation
which selects the specific gas under consideration.
Nonlinear Elasticity
Let us consider a one-dimensional elastic material body whose configuration in the Lagrangian description is represented by the displacement field w(x, t). Then the strain measure is given by u = ∂xw and assuming the constitutive equation σ = f(u) giving the Piola-Kirchhoff stress σ in terms of the strain measure u, the balance of linear momentum delivers the wave equation of motion [6, 10, 16]
Setting v = ∂tw the velocity field, the previous wave equation takes the form of the following system of conservation laws
Shallow Water Equations
Let h(x, t) be the depth and u(x, t) the mean velocity of a fluid moving in a rectangular channel of constant breadth and inclination α of the surface. Let also Cf be the friction coefficient affecting the friction force originating by the interaction of the fluid with the bed and g the gravity acceleration. The equations governing the motion of the fluid are given by
In the shallow water theory, the height of the water surface above the bottom is assumed to be small with respect to the typical wave lengths and the terms representing the slope and the friction are neglected giving rise to the simplified equations [20]
where \(c(x,t)=\sqrt {gh(x,t)}\).
Traffic Flow 2
Finally, we have the traffic model proposed by Aw and Rascle [1]
where ρ is the density, y this the generalized momentum of the vehicles, and γ is a positive constant.
Regarding (Q.3), one of the main features exhibited by hyperbolic of conservation laws is the possible creation of discontinuities. Indeed, even scalar problems with analytic flux and initial condition, like
experience the creation of discontinuities in finite time [5, 6, 18], see Fig. 6.2.
The next sections are organized as follows. In Sect. 6.2 we introduce weak and entropy solutions and prove the classical uniqueness result of Kružkov. In Sect. 6.3 we introduce and solve the Riemann problem. In Sect. 6.4 we present one of the many different approaches to the existence issue: the vanishing viscosity. Finally, some elementary facts on BV functions are collected in the Appendix.
6.2 Entropy Solutions
We pointed out in Sect. 6.1 that even a Cauchy problem of the type
with analytic flux (u↦u2∕2) and analytic initial condition (x↦1∕(1 + x2)) may experience discontinuities in finite time. It appears evident that additional physical and mathematical conditions must be required in order to reach a meaningful concept of solution. As a consequence we develop a wellposedness theory for conservation laws in the framework of entropy solutions, that are special distributional solutions satisfying suitable additional inequalities (or E-conditions). The definition is inspired by the Second Law of Thermodynamics, we consider only the distributional solutions along which the entropies decrease. Note that the physical entropies are all concave maps, in the mathematical community the entropies are assumed to be convex, this explain the discrepancy between the usual Second Law of Thermodynamics and the ones considered here.
6.2.1 Weak Solutions
Consider the scalar conservation law
endowed with the initial condition
and assume
Definition 6.2.1
A function \(u:[0,\infty )\times \mathbb {R}\to \mathbb {R}\) is a weak solution of the Cauchy problem (6.11) and (6.12), if
-
(i)
\(u\in L^\infty _{loc}((0,\infty )\times \mathbb {R})\);
-
(ii)
u satisfies (6.11) and (6.12) in the sense of distributions in \([0,\infty )\times \mathbb {R}\), namely for every test function \(\varphi \in C^\infty (\mathbb {R}^2)\) with compact support we have
$$\displaystyle \begin{aligned} \int_0^\infty\!\!\!\int_{\mathbb{R}}\left(u\partial_t\varphi+f(u)\partial_x\varphi\right)dtdx+\int_{\mathbb{R}} u_0(x)\varphi(0,x)dx=0. \end{aligned}$$
We say that u is a weak solution of the conservation law (6.11) if i) holds and
-
(iii)
u satisfies (6.11) in the sense of distributions in \((0,\infty )\times \mathbb {R}\), namely for every test function \(\varphi \in C^\infty ((0,\infty )\times \mathbb {R})\) with compact support we have
$$\displaystyle \begin{aligned} \int_0^\infty\!\!\!\int_{\mathbb{R}}\left(u\partial_t\varphi+f(u)\partial_x\varphi\right)dtdx=0. \end{aligned}$$
Direct consequence of the Dominate Converge Theorem is the following.
Theorem 6.2.1
Let {uε}ε>0and u be functions defined on\([0,\infty )\times \mathbb {R}\)with values in\(\mathbb {R}\). If
-
(i)
there exists M > 0 such that\(\left \|u_\varepsilon \right \|{ }_{L^\infty ((0,\infty )\times \mathbb {R})}\le M\)for every ε > 0;
-
(ii)
\(u\in L^\infty ((0,\infty )\times \mathbb {R});\)
-
(iii)
uε → u in\(L^1_{loc}((0,\infty )\times \mathbb {R})\)as ε → 0;
-
(iv)
every uεis a weak solution of (6.11);
then
6.2.2 Rankine-Hugoniot Condition
The introduction of the notion of weak solution opens the possibility to deal with discontinuous functions which, as above remarked, naturally occur in the mathematics of conservation laws. Then in this section we analyze the shocks, that are the simplest discontinuous weak solutions of (6.11).
Let \(u_-,\,u_+,\,\lambda \in \mathbb {R}\) be given and consider the function
Since we are not interested to the trivial case u+ = u− in the following we always assume
Theorem 6.2.2 (Rankine-Hugoniot Condition)
The following statements are equivalent:
-
(i)
the function U defined in (6.14) is a weak solution of (6.11);
-
(ii)
the following condition named Rankine-Hugoniot condition holds true, i.e.,
$$\displaystyle \begin{aligned} f(u_+)-f(u_-)=\lambda (u_+-u_-). \end{aligned} $$(6.15)
Proof
Let \(\varphi \in C^\infty ((0,\infty )\times \mathbb {R})\) be a test function with compact support. Consider the vector field
and the domains
The definition of U gives
Since
and the outer normals to Ω+ and Ω− are (λ, −1) and (−λ, 1) we have
Therefore
that concludes the proof. □
Remark 6.2.1
The Rankine-Hugoniot condition (6.15) is a scalar equation that links the right and left sates u+, u− and the speed λ of the shock. In particular, if f is Lipschitz continuous with Lipschitz constant L, (6.15) gives
In other terms, the speed of propagation of the singularities is finite and varies between − L and L.
Theorem 6.2.3
Let\(u:[0,\infty )\times \mathbb {R}\to \mathbb {R},\,\tau >0,\,\xi \in \mathbb {R}\)and\(U:[0,\infty )\times \mathbb {R}\longrightarrow \mathbb {R}\)as defined in (6.14). If
-
(i)
\(u\in L^\infty _{loc}((0,\infty )\times \mathbb {R});\)
-
(ii)
u is a weak solution of (6.11);
-
(iii)
\(\displaystyle \lim \limits _{\varepsilon \to 0}\frac {1}{\varepsilon ^2}\int _{-\varepsilon }^\varepsilon \int _{-\varepsilon }^\varepsilon |u(t+\tau ,x+\xi )-U(t,x)|dtdx=0;\)
then (6.15) holds.
Proof
For every μ > 0 define
Since u is a weak solution of (6.11), the same does uμ. We claim that
Let R > 0 and \(\mu <\frac {\tau }{R}\). Since
we get
namely
Therefore the Dominated Convergence Theorem gives (6.16). Finally, Theorem 6.2.1 and (6.16) implies that U is a weak solution of (6.11). Then, the claim follows from Theorem 6.2.2. □
6.2.3 Nonuniqueness of Weak Solutions
In this section we show with a simple example that the Cauchy problem (6.11)–(6.12) may admit more than one weak solution.
Let us consider the Riemann problem for the Burgers equation
Thanks to Theorem 6.2.2 we know that the function
is a weak solution of (6.17).
Consider the function
Since for every test function \(\varphi \in C^\infty (\mathbb {R}^2)\) with compact support
then v is also a weak solution of (6.17).
6.2.4 Entropy Conditions
We showed in the previous section that the Cauchy problem (6.11)–(6.12) may admit more than one weak solution. In this section we introduce some additional conditions that will select the unique “physically meaningful” solution within the family of the weak solutions. Those conditions are inspired by the Second Law of Thermodynamics.
Definition 6.2.2
Let \(\eta ,q:\mathbb {R}\to \mathbb {R}\) be functions. We say that η is an entropy associated to (6.11) with flux q if
Remark 6.2.2
If u is a smooth solution of (6.11) and η is an entropy with flux q we have
Indeed
Definition 6.2.3
A function \(u:[0,\infty )\times \mathbb {R}\to \mathbb {R}\) is an entropy solution of the Cauchy problem (6.11) and (6.12), if
-
(i)
\(u\in L^\infty _{loc}((0,\infty )\times \mathbb {R})\);
-
(ii)
for every entropy η with flux q, u satisfies
$$\displaystyle \begin{aligned} \partial_t \eta(u)+\partial_x q(u)\le 0,\qquad \eta(u(0,\cdot))=\eta(u_0), \end{aligned} $$(6.18)in the sense of distributions in \([0,\infty )\times \mathbb {R}\), namely for every nonnegative test function \(\varphi \in C^\infty (\mathbb {R}^2)\) with compact support we have
$$\displaystyle \begin{aligned} \int_0^\infty\!\!\!\int_{\mathbb{R}}\left(\eta(u)\partial_t\varphi+q(u)\partial_x\varphi\right)dtdx+\int_{\mathbb{R}} \eta(u_0(x))\varphi(0,x)dx\ge0. \end{aligned} $$(6.19)
We say that u is an entropy solution of the conservation law (6.11) if i) holds and
-
(iii)
for every entropy η with flux q, u satisfies
$$\displaystyle \begin{aligned} \partial_t \eta(u)+\partial_x q(u)\le 0 \end{aligned} $$(6.20)in the sense of distributions in \((0,\infty )\times \mathbb {R}\), namely for every nonnegative test function \(\varphi \in C^\infty ((0,\infty )\times \mathbb {R})\) with compact support we have
$$\displaystyle \begin{aligned} \int_0^\infty\!\!\!\int_{\mathbb{R}}\left(\eta(u)\partial_t\varphi+q(u)\partial_x\varphi\right)dtdx\ge0. \end{aligned}$$
The apparent contradiction of the above definitions with the Second Law of Thermodynamics is soon solved by noticing that the physical entropies are concave functions while the ones we are using here are convex.
As a direct consequence of the Dominate Converge Theorem we can state the following result.
Theorem 6.2.4
Let {uε}ε>0and u be functions defined on\([0,\infty )\times \mathbb {R}\)with values in\(\mathbb {R}\). If
-
(i)
there exists M > 0 such that\(\left \|u_\varepsilon \right \|{ }_{L^\infty ((0,\infty )\times \mathbb {R})}\le M\)for every ε > 0;
-
(ii)
\(u\in L^\infty ((0,\infty )\times \mathbb {R});\)
-
(iii)
uε → u in\(L^1_{loc}((0,\infty )\times \mathbb {R})\)as ε → 0;
-
(iv)
every uεis a entropy solution of (6.11);
then
A fundamental class of entropies are the ones introduced by Kružkov [12]
for every constant \(c\in \mathbb {R}\).
Since the Kružkov entropies are not C2 the following theorem is needed.
Theorem 6.2.5
Let \(u:[0,\infty )\times \mathbb {R}\to \mathbb {R}\) be a function. If
then the following statements are equivalent
- (i)
-
(ii)
for every \(c\in \mathbb {R}\) and every nonnegative test function \(\varphi \in C^\infty (\mathbb {R}^2)\) with compact support
$$\displaystyle \begin{aligned} \int_0^\infty\!\!\!\int_{\mathbb{R}}\left(|u-c|\partial_t\varphi+\mathrm{sign}\left(u-c\right)(f(u)-f(c))\partial_x\varphi\right)dtdx&\\ +\int_{\mathbb{R}} |u_0(x)-c|\varphi(0,x)dx&\ge0. \end{aligned} $$(6.22)
Remark 6.2.3
The set of the entropies
is an infinite dimensional manifold. On the other hand the set of the Kružkov entropies
is a one-dimensional manifold. Therefore the previous theorem says that if we have to verify that a function is an entropy solution of (6.11) we can use just the Kružkov entropies and the “amount” of inequalities to verify is “much lower” than the one required in Definition 6.2.3.
Proof (of Theorem 6.2.5)
Let us start by proving (i) ⇒ (ii). Let \(c\in \mathbb {R}\) and \(\varphi \in C^\infty (\mathbb {R}^2)\) be a nonnegative test function with compact support. For every \(n\in \mathbb {N}\setminus \{0\}\), consider the functions
Since
we have
As n →∞ thanks to the Dominated Convergence Theorem we get (6.22).
Let us prove ii) ⇒ i). Let η be an entropy with flux q and \(\varphi \in C^\infty (\mathbb {R}^2)\) be a nonnegative test function with compact support. Define
We approximate η′ with piecewise constant functions in [−M, M]. For every \(n\in \mathbb {N}\setminus \{0\}\) consider
We have
where
Since η″ ≥ 0 we have aj ≥ 0 and then
As n →∞ thanks to the Dominated Convergence Theorem we get (6.19). □
It is clear that a smooth solutions is both an entropy and a weak solution (see Remark 6.2.2). We conclude this section proving that the entropy solutions are weak solutions. In the next section we will show that there are weak solutions that are not entropy ones.
Theorem 6.2.6
Let \(u:[0,\infty )\times \mathbb {R}\to \mathbb {R}\) be a function. If
and u is an entropy solution of (6.11)–(6.12), then u is a weak solution of (6.11)–(6.12).
Proof
Let \(\varphi \in C^2(\mathbb {R}^2)\) be a test function with compact support. Define
clearly
Using a smooth approximation of φ± and then passing to the limit we get
for every \(c\in \mathbb {R}\).
Define
Choosing c = M + 1 in (6.23) we get
and integrating by parts (since M + 1 is a classical solution of (6.11)) we get
On the other hand, if we choose c = −M − 1 in (6.23) we get
and integrating by parts (since − M − 1 is a classical solution of (6.11)) we get
Adding (6.24) and (6.25) we get (6.19). □
6.2.5 Entropic Shocks
In Sect. 6.2.2 we introduced the shock U (see (6.14)) and proved that it is a weak solution of (6.11) if and only if the Rankine-Hugoniot Condition (6.15) holds. In this section we prove a similar result giving a necessary and sufficient condition for the shock to be an entropy solution.
Theorem 6.2.7
The following statements are equivalent:
-
(i)
the function U defined in (6.14) is an entropy solution of (6.11);
-
(ii)
the Rankine-Hugoniot Condition holds true, i.e.,
$$\displaystyle \begin{aligned} f(u_+)-f(u_-)=\lambda (u_+-u_-), \end{aligned} $$(6.26)and
$$\displaystyle \begin{aligned} \begin{cases} f(\theta u_++(1-\theta)u_-)\ge \theta f(u_+)+(1-\theta)f(u_-),&\mathit{\text{if}}\ u_-<u_+,\\ f(\theta u_++(1-\theta)u_-)\le \theta f(u_+)+(1-\theta)f(u_-),&\mathit{\text{if}}\ u_->u_+, \end{cases} \end{aligned} $$(6.27)for every 0 < θ < 1.
The inequalities in (6.27) have a simple geometric interpretation. If u− < u+ the graph of f has to be above the segment connecting (u−, f(u−)) and (u+, f(u+)), that is always true if f is concave. On the other hand if u− > u+ the graph of f has to be below the segment connecting (u+, f(u+)) and (u−, f(u−)), that is always trues if f is convex. In particular, if f is concave the entropic shocks are upward and if is convex they are downward.
Moreover, we can rewrite (6.27) in the following way
for every \(\min \{u_+,u_-\}<u_*<\max \{u_+,u_-\}.\)
Indeed, if u− < u+ (in the case u− > u+ the same argument works) and u∗ = θu+ + (1 − θ)u− for some 0 < θ < 1 we have
Let us observe that (6.28) represents a stability condition. Indeed, if u− < u∗ < u+ we can perturb the shock (u−, u+) and split it in the two shocks (u−, u∗), (u∗, u+). The two quantities in (6.28) give the speed of these two shocks: the one on the left is faster than the one on the right. Then the two waves will interact in finite time and generate again the initial shock (u−, u+) (see Fig. 6.3).
Lemma 6.2.1
The following statements are equivalent:
-
(i)
the function U defined in (6.14) is an entropy solution of (6.11);
-
(ii)
for every entropy η with flux q the following inequlity holds
$$\displaystyle \begin{aligned} \lambda (\eta(u_+)-\eta(u_-))\ge q(u_+)-q(u_-); \end{aligned} $$(6.29) -
(iii)
for every constant \(c\in \mathbb {R}\)
$$\displaystyle \begin{aligned} \lambda (|u_+-c|&-|u_--c|)\\ \ge& \mathrm{sign}\left(u_+-c\right)(f(u_+)-f(c))\\ &-\mathrm{sign}\left(u_--c\right)(f(u_-)-f(c)). \end{aligned} $$(6.30)
Proof
Let \(\varphi \in C^\infty ((0,\infty )\times \mathbb {R})\) be a nonnegative test function with compact support and η be an entropy with flux q. Consider the vector field
and the domains
The definition of U gives
Since
and the outer normals to Ω+ and Ω− are (λ, −1) and (−λ, 1) we have
Therefore
Therefore we have proved that i) ⇔ ii). The same argument works for i) ⇔ iii). □
Proof (of Theorem 6.2.7)
We begin by proving that (i) ⇒ (ii). Since U is an entropy solution of (6.11), Theorem 6.2.2 gives (6.26). We have to prove (6.27). We distinguish two cases. We assume u− < u+. Let 0 < θ < 1 be fixed. We choose
Since
(6.30) gives
Since the case u+ < u+ is analogous (6.27) is proved.
We have to prove that (ii) ⇒ (i). If is enough to verify that (6.30) holds for every \(c\in \mathbb {R}\). We distinguish four cases.
If
(6.26) gives
If
the same argument applies.
If
there exists 0 < θ < 1 such that
(6.27) guarantees
then using (6.26)
Finally, if
the same argument works. Then (6.30) holds for every \(c\in \mathbb {R}\). □
Theorem 6.2.8
Let \(u:[0,\infty )\times \mathbb {R}\to \mathbb {R},\,\tau >0,\,\xi \in \mathbb {R}.\) If
-
(i)
\(u\in L^\infty _{loc}((0,\infty )\times \mathbb {R});\)
-
(ii)
u is an entropy solution of (6.11);
-
(iii)
\(\displaystyle \lim \limits _{\varepsilon \to 0}\frac {1}{\varepsilon ^2}\int _{-\varepsilon }^\varepsilon \int _{-\varepsilon }^\varepsilon |u(t+\tau ,x+\xi )-U(t,x)|dtdx=0;\)
Proof
For every μ > 0 define
Since u is a weak solution of (6.11), the same does uμ. We claim that
Let R > 0 and μ < τ∕R. Since
we get
namely
Therefore the Dominated Convergence Theorem gives (6.32). Finally, Theorem 6.2.4 and (6.32) implies that U is a entropy solution of (6.11). Then, the claim follows from Theorem 6.2.7. □
Example 6.2.1
The function
is an entropy solution of the Cauchy problem
Introduce the notation
Since
u− and u+ are a classical solution of the Burgers equation.
We have only to verify that (6.26) and (6.27) hold along the curve x = λ(t). Since
the Rankine-Hugoniot Condition is satisfied and the jump is downward (note that f is convex).
6.2.6 Change of Coordinates
One of the features of the weak and entropy solutions is that they are not invariant under changes of coordinates. These ones transform smooth solutions in smooth solutions but in general they do not transform weak/entropy solutions in weak/entropy solutions. Let us consider the following simple example based on the Burgers equation. We know that the shock
provides an entropy solution of the Riemann problem
Consider the new unknown
and
respectively. Since v does not satisfy the Rankine-Hugoniot condition, it does not provide a weak solution of (6.38).
6.2.7 Uniqueness and Stability of Entropy Solutions
In this section we prove the classical Kružkov theorem [12]. It has three main consequences: the uniqueness of the entropy solutions, the L1 Lipschitz continuity with respect to the initial condition of the entropy solutions, and the finite speed of propagation of the waves generated by conservation laws.
Theorem 6.2.9 (Kružkov [12])
Let\(u,v:[0,\infty )\times \mathbb {R}\to \mathbb {R}\)be two entropy solutions of (6.11). If
then
for every R > 0 and almost every 0 ≤ t1 ≤ t2, where
A fundamental consequence of Kružkov theorem is the following.
Corollary 1 (Uniqueness and Stability of Entropy Solutions)
Let\(u,v:[0,\infty )\times \mathbb {R}\to \mathbb {R}\)be two entropy solutions of (6.11). If
then
for almost every t ≥ 0. In particular
The proof of the Kružkov theorem is based on the following lemma.
Lemma 6.2.2 (Doubling of Variables)
Let\(u,v:[0,\infty )\times \mathbb {R}\to \mathbb {R}\)be two entropy solutions of (6.11). If
then
holds in the sense of distributions on\((0,\infty )\times \mathbb {R}\).
Proof
Let φ = φ(t, s, x, y) be a C∞ nonnegative test function defined on \((0,\infty )\times (0,\infty )\times \mathbb {R}\times \mathbb {R}.\) Since u and v are entropy solutions of (6.11) we have
and then
Let \(\psi \in C^\infty ((0,\infty )\times \mathbb {R})\) be a nonnegative test function and \(\delta \in C^\infty (\mathbb {R})\) be such that
Define
We use φn as test function in (6.42)
As n →∞ we get
that gives the claim. □
Proof (of Theorem 6.2.9)
Let R > 0 and 0 ≤ t1 ≤ t2. Define
where δn is defined in (6.43). Consider the test function
that is a smooth approximant of the characteristic function of the set
Testing (6.41) with φn we get
Since
we have
As n →∞, using the fact that, due to the Lusin Theorem, the map \(t\ge 0\mapsto u(t,\cdot )-v(t,\cdot )\in L^1_{loc}(\mathbb {R})\) is almost everywhere continuous, we get (6.39). □
6.3 Riemann Problem
In Sect. 6.2.7 we proved the uniqueness and stability of entropy solutions of Cauchy problems. Here we focus on the existence of entropy solutions. We analyze the simplest cases: the Riemann problems, that are Cauchy problems with Heaviside type initial condition
where \(f\in C^2(\mathbb {R})\) and u−≠ u+ are constants.
In the following sections we first consider the case in which f is convex. Indeed the solutions obtained under that assumption are the building blocks of the solutions of the general case [5, 6, 11].
6.3.1 Strictly Convex Fluxes
We assume that f is a convex function, the concave case is analogous.
We distinguish two cases. If (see Fig. 6.4)
then the entropy solution of (6.44) is the shock wave (see Fig. 6.5)
If (see Fig. 6.6)
then the entropy solution of (6.44) is the rarefaction wave (see Fig. 6.7)
Observe that the definition makes sense because f is convex and then f′ is increasing.
We claim that
for every entropy η with flux q, where u is the rarefaction wave defined in (6.45).
Consider the sets
whit outer normals n1, n2, n3, and a nonnegative test function \(\varphi \in C^\infty ((0,\infty )\times \mathbb {R})\). We have
Therefore (6.46) holds and then (6.45) is the entropy solution of (6.44).
When f is concave we have a completely symmetric case, a shock when u− < u+ and a rarefaction when u− > u+.
Example 6.3.1
The entropy solution of the Riemann problem
is the rarefaction wave
Example 6.3.2
The entropy solution of the Riemann problem
is the shock
Example 6.3.3
The entropy solution of the Riemann problem
is the rarefaction wave
Example 6.3.4
The entropy solution of the Riemann problem
is the shock
6.3.2 General Fluxes
In the case of convex or concave fluxes the solution of the Riemann problem (6.44) consists of only one wave, a shock or a rarefaction wave. In the case of fluxes that are not convex or concave we can have several waves of both types. Moreover, the waves may also be glued together.
We have to distinguish again two cases. If
we consider the convex hull f∗ of f in the interval [u−, u+], i.e., f∗ is the largest convex map such that
Let consider the points w0, …, wn such that (see Fig. 6.8)
We solve separately the n − 1 Riemann problems obtained in correspondence of the values (wi, wi+1), i = 0, …, n − 1. If f < f∗ in (wi, wi+1) we have a shock otherwise a rarefaction (see Fig. 6.9). This algorithm provides clearly the entropy solution of (6.44) because we are gluing entropy solutions.
If
we consider the concave hull f∗ of f in the interval [u−, u+], i.e., f∗ is the smallest concave map such that
and we argue in the same way.
Example 6.3.5
Consider the Riemann problem (see Fig. 6.10)
The solution of (6.47) is (see Fig. 6.11)
where the shock connecting −2 and 1 is attached to the rarefaction from 1 to 2.
The same feature can be found in
Example 6.3.6
Let us solve the Cauchy problem
The wave generated at x = 0 is a rarefaction wave with speeds between 0 and 1, the one generated at x = 1 a shock with speed 1/2, they interact at t = 2, and we have (see Fig. 6.12)
For t ≥ 2 we have a structure of the type (see Fig. 6.13)
We have to determine λ(t). We know that
The Rankine-Hugoniot condition gives
Finally, from (6.50) we know
Therefore, (6.51), (6.52), and (6.53) imply that λ(t) is the unique solution of the ordinary differential problem
namely
Example 6.3.7
Let us solve the Cauchy problem
The wave generated at x = −1 is a shock with speed 1/2, the one generated at x = 0 is a rarefaction wave with speeds between 0 and 2, the one generated at x = 1 a shock with speed 1. The first interaction is between the second and the third wave at t = 1, and we have (see Fig. 6.14).
The second interaction is between the first and the second wave at t = 2, and for 1 ≤ t ≤ 2 and t ≥ 2 we have a structure of the type (see Figs. 6.15 and 6.16)
We have to determine γ(t) and λ(t). We know that
The Rankine-Hugoniot condition gives
Finally, from (6.56) we know
Therefore, (6.51), (6.52), and (6.53) imply that γ(t) and λ(t) are the unique solution of the ordinary differential problems
namely
Since, γ and λ interact at \(\frac {9+4\sqrt {2}}{2}\), (6.57) holds only for \(2\le t\le \frac {9+4\sqrt {2}}{2}\). For \(t\ge \frac {9+4\sqrt {2}}{2}\) we have only a shock connecting 0 and 1 with speed \(\frac {1}{2}\)
6.4 Vanishing Viscosity
In this section we discuss the parabolic approximation
of the scalar hyperbolic conservation law
The mean feature of such an approximation relies in the regularity property of the solutions. Indeed due to its parabolic structure (6.61) does not experience shocks.
For the initial data of (6.62) we assume
On the other hand, for every ε > 0, u0,ε is a smooth approximation to u0 such that
for some constant C > 0 independent on ε. Under these assumptions (6.61) admits a unique solution uε such that [7, 14]
The main result of this Section is the following [6, 11, 18].
Theorem 6.4.1
If
then
where u is the entropy weak solution of (6.62) and uεis the solution of (6.61). Moreover, the following estimate holds
for every ε > 0 and t ≥ 0, where c is a positive constant independent on ε and t.
The convergence part of this result has been proved in [12] for scalar equations and in [4] for systems of conservation laws. The error estimates has been proved in [13].
Let us conclude this introduction with the following observation. In our statement all the family {uε}ε>0 converges to u and not just a subsequences, this result is due to the uniqueness of the entropy solutions of (6.62) and to the following equivalence
6.4.1 A Priori Estimates, Compactness, and Convergence
The aim of this section relies essentially in the proof of (6.64). Let us start with a technical lemma that will play a key role in the following a priori estimates.
Lemma 6.4.1 ([2, Lemma 2])
Let \(v:\mathbb {R}\to \mathbb {R}\) be a function. If
then
Proof
We write
and observe that
Indeed, if |{v = 0}| = 0 we have χ{|v|<δ}→ 0 otherwise v′→ 0 on {v = 0}. Therefore the claim follows from the Dominated Convergence Theorem. □
Remark 6.4.1
Since the solutions of (6.61) are smooth, the previous lemma allows us to use the identity
in our computations, where δ{v=0} is the Dirac delta concentrated on the set {v = 0}. In particular, if \(v\in C^2(\mathbb {R})\cap L^\infty (\mathbb {R})\cap W^{2,1}(\mathbb {R})\),
that follow integrating by parts and using (6.67).
Let us give a rigorous proof of them. We have
where
For every α ≠ 0
We have
where \(L=\sup \limits _{|\xi |\le \left \|v\right \|{ }_{L^\infty (\mathbb {R})}}|f'(\xi )|\). Therefore, (6.68) follows from (6.69).
Let us continue with some apriori estimates on uε independent on ε.
Lemma 6.4.2 (L∞ Estimate)
We have that
Proof
Due to (6.63) the maps with constant values \( \left \|u_0\right \|{ }_{L^\infty (\mathbb {R})}\) and \(- \left \|u_0\right \|{ }_{L^\infty (\mathbb {R})}\) provide a super and a sub solution to (6.61), respectively. Therefore, the claim follows from the comparison principle for parabolic equations. □
Lemma 6.4.3 (L1 Estimate)
The function
is nonincreasing. In particular,
Proof
Due to the regularity of uε, we have
where \(\delta _{\{u_\varepsilon = 0\}}\) is the Dirac’s delta concentrated on the set {uε = 0}. Finally, an integration on (0, t) gives (see (6.63))
□
Lemma 6.4.4 (BV Estimate in x)
The function
is nonincreasing. In particular,
Proof
Due to the regularity of uε, we have
and then
where \(\delta _{\{\partial _xu_\varepsilon =\, 0\}}\) is the Dirac’s delta concentrated on the set {∂xuε = 0}. Finally, an integration on (0, t) gives (see (6.63))
□
Lemma 6.4.5 (BV Estimate in t)
The function
is nonincreasing. In particular,
where C is the constant that appears in (6.63) and
Proof
Due to the regularity of uε, we have
and then
where \(\delta _{\{\partial _tu_\varepsilon =0\}}\) is the Dirac’s delta concentrated on the set {∂tuε = 0}. Finally, an integration on (0, t), (6.61), (6.63), and Lemma 6.4.2 give
□
Proof (of (6.64))
Let \(\{u_{\varepsilon _k}\}_{k\in \mathbb {N}}\) be a subsequence of {uε}ε>0. Since \(\{u_{\varepsilon _k}\}_{k\in \mathbb {N}}\) is bounded in \(L^\infty ((0,\infty )\times \mathbb {R})\cap BV((0,T)\times \mathbb {R}),\,T>0,\) (see Lemmas 6.4.3, 6.4.4, and 6.4.5), there exists a function \(u\in L^\infty ((0,\infty )\times \mathbb {R})\cap BV((0,T)\times \mathbb {R}),\,T>0,\) and a subsequence \(\{u_{\varepsilon _{k_h}}\}_{h\in \mathbb {N}}\) such that
We claim that u is the unique entropy solution of (6.62). Let \(\eta \in C^2(\mathbb {R})\) be a convex entropy with flux q defined by q′ = η′f′. Multiplying (6.61) by \(\eta '(u_{\varepsilon _{k_h}})\) we get
For every nonnegative test function \(\varphi \in C^\infty (\mathbb {R}^2)\) with compact support we have that
As h →∞, the Dominated Convergence Theorem gives
proving that u is the unique entropy solution of (6.62).
Finally, thanks to (6.66), (6.64) is proved. □
6.4.2 Error Estimate
In this section we complete the proof of Theorem 6.4.1 showing (6.65).
Let t, ε > 0. We “double the variables”, using (τ, x) for (6.62) and (s, y) for (6.61). We have
and
in the sense of distributions. Let \(w\in C^\infty (\mathbb {R})\) be a nonnegative function with compact support such that
We define
By testing (6.70) with the function
we get
that is
By testing (6.71) with the function
we get
that is
and send β → 0
We estimate I1 and I2 in the following way (see (6.63) and Lemma 6.4.4)
We have to estimate I3. Thanks to (6.64) we know
where
Since (see Lemma 6.4.4)
we have
Using the estimates on I1, I2, and I3 in (6.74) we have
Since the minimum of the map
is attained in \(\sqrt {\varepsilon t}\), (6.65) is proved.
References
A. Aw, M. Rascle, Resurrection of “second order” models of traffic flow. SIAM J. Appl. Math. 60(3), 916–938 (2000)
C. Bardos, A.Y. le Roux, J.-C. Nédélec, First order quasilinear equations with boundary conditions. Comm. Partial Differ. Equ. 4(9), 1017–1034 (1979)
S. Benzoni-Gavage, D. Serre, Multidimensional Hyperbolic Partial Differential Equations. Oxford Mathematical Monographs (The Clarendon Press, Oxford University Press, Oxford, 2007). First-order systems and applications
S. Bianchini, A. Bressan, Vanishing viscosity solutions of nonlinear hyperbolic systems. Ann. Math. (2) 161(1), 223–342 (2005)
A. Bressan, Hyperbolic Systems of Conservation Laws, vol. 20. Oxford Lecture Series in Mathematics and its Applications (Oxford University Press, Oxford, 2000). The one-dimensional Cauchy problem
C.M. Dafermos, Hyperbolic Conservation Laws in Continuum Physics, vol. 325. Grundlehren der Mathematischen Wissenschaften [Fundamental Principles of Mathematical Sciences], 2nd edn. (Springer, Berlin, 2005)
A. Friedman, Partial Differential Equations (Robert E. Krieger Publishing Co., Huntington, 1976). Original edition
M. Garavello, B. Piccoli, Traffic Flow on Networks, vol. 1. AIMS Series on Applied Mathematics (American Institute of Mathematical Sciences (AIMS), Springfield, 2006). Conservation laws models
M. Garavello, K. Han, B. Piccoli, Models for Vehicular Traffic on Networks, vol. 9. AIMS Series on Applied Mathematics (American Institute of Mathematical Sciences (AIMS), Springfield, 2016)
S.K. Godunov, E.I. Romenskii, Elements of Continuum Mechanics and Conservation Laws (Kluwer Academic/Plenum Publishers, New York, 2003). Translated from the 1998 Russian edition by Tamara Rozhkovskaya
H. Holden, N.H. Risebro, Front Tracking for Hyperbolic Conservation Laws, vol. 152. Applied Mathematical Sciences, 2nd edn. (Springer, Heidelberg, 2015)
S.N. Kružkov, First order quasilinear equations with several independent variables. Mat. Sb. (N.S.) 81(123), 228–255 (1970)
N.N. Kuznecov, The accuracy of certain approximate methods for the computation of weak solutions of a first order quasilinear equation. Ž. Vyčisl. Mat. i Mat. Fiz. 16(6), 1489–1502, 1627 (1976)
O.A. Ladyženskaja, V.A. Solonnikov, N.N. Ural’ceva, Linear and Quasilinear Equations of Parabolic Type. Translated from the Russian by S. Smith. Translations of Mathematical Monographs, vol. 23 (American Mathematical Society, Providence, 1968)
M.J. Lighthill, G.B. Whitham, On kinematic waves. I. Flood movement in long rivers. Proc. Roy. Soc. London. Ser. A. 229, 281–316 (1955)
P. Prasad, Nonlinear Hyperbolic Waves in Multi-Dimensions, vol. 121. Chapman & Hall/CRC Monographs and Surveys in Pure and Applied Mathematics (Chapman & Hall/CRC, Boca Raton, 2001)
P.I. Richards, Shock waves on the highway. Oper. Res. 4, 42–51 (1956)
D. Serre, Systems of Conservation Laws. 1 (Cambridge University Press, Cambridge, 1999) Hyperbolicity, entropies, shock waves, Translated from the 1996 French original by I. N. Sneddon
D. Serre, Systems of Conservation Laws. 2 (Cambridge University Press, Cambridge, 2000) Geometric structures, oscillations, and initial-boundary value problems, Translated from the 1996 French original by I. N. Sneddon
V.D. Sharma, Quasilinear Hyperbolic Systems, Compressible Flows, and Waves, vol. 142. Chapman & Hall/CRC Monographs and Surveys in Pure and Applied Mathematics (CRC Press, Boca Raton, 2010)
L. Tartar, From Hyperbolic Systems to Kinetic Theory, vol. 6. Lecture Notes of the Unione Matematica Italiana (Springer, Berlin; UMI, Bologna, 2008). A personalized quest
Acknowledgements
The authors are members of the Gruppo Nazionale per l’Analisi Matematica, la Probabilità e le loro Applicazioni (GNAMPA) of the Istituto Nazionale di Alta Matematica (INdAM).
Lecture notes of the course “Conservation Laws in Continuum Mechanics” held by GMC in Cetraro (CS) on July 1–5, 2019 during the CIME-EMS Summer School in applied mathematics “Applied Mathematical Problems in Geophysics”.
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Appendix: BV Functions
Appendix: BV Functions
In this section we collect some elementary facts about functions with bounded variations since their relevance in the study of conservation laws.
Definition 6.4.1
Let \(I\subset \mathbb {R}\) be an interval and let \(u:I\rightarrow \mathbb {R}\). The total variation of f over I is defined by
where the supremum is taken over all finite sequences t0 < …. < tq so that ti ∈ I, for every i. The function u is said to be of bounded variation on I, in symbol u ∈ BV (I), if TV (u) < ∞. It is easy to verify that the sum of two functions of bounded variations is also of bounded variation. Before proving the converse, let us introduce the notation Vu(a;x) to denote the total variation of the function u on the interval (a, x). Observe that if u is of bounded variation on [a, b] and x ∈ [a, b], then
Theorem 6.4.2
If u is a function of bounded variation on [a, b], then u can be written as
where u 1 and u 2 are nondecreasing functions.
Proof
Let x1 < x2 ≤ b and let a = t0 < t1 < … < tk = x1. Then
Since by definition
over all the sequences a = t0 < t1 < …tk = x1, we get
Therefore
Hence Vu − u and Vu + u are nondecreasing functions. The claim follows by taking
□
Theorem 6.4.3
Let u be a function of bounded variation on [a, b]. Then u is Borel measurable and has at most a countable number of discontinuities. Moreover, the following statements hold true
-
(i)
u′ exists a.e. on [a, b];
-
(ii)
u′ is Lebesgue measurable;
-
(iii)
for a.e. x ∈ [a, b]
$$\displaystyle \begin{aligned} \vert u'(x)\vert=V_{u}^{\prime}(x); \end{aligned}$$ -
(iv)
$$\displaystyle \begin{aligned} \int_a^b\vert u'(x)\vert\,dx\leq V_u(b); \end{aligned}$$
-
(v)
if u is nondecreasing on [a, b], then
$$\displaystyle \begin{aligned} \int_a^b u'(x)\,dx\leq u(b)-u(a). \end{aligned}$$
The following theorem due to Helly is a fundamental result in the theory of bounded variation functions.
Theorem 6.4.4
Let \(u_n:[a,b]\rightarrow \mathbb {R}\) be a sequence of functions satisfying the condition
Then there exists a subsequence, still denoted by unand a function u of bounded variation such that un(x) → u(x) as n →∞ for every x ∈ [a, b] and
Rights and permissions
Copyright information
© 2022 The Author(s), under exclusive license to Springer Nature Switzerland AG
About this chapter
Cite this chapter
Coclite, G.M., Maddalena, F. (2022). Conservation Laws in Continuum Mechanics. In: Chiappini, M., Vespri, V. (eds) Applied Mathematical Problems in Geophysics. Lecture Notes in Mathematics(), vol 2308. Springer, Cham. https://doi.org/10.1007/978-3-031-05321-4_6
Download citation
DOI: https://doi.org/10.1007/978-3-031-05321-4_6
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-031-05320-7
Online ISBN: 978-3-031-05321-4
eBook Packages: Mathematics and StatisticsMathematics and Statistics (R0)