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Global existence for the regularized surface Quasi-geostrophic equation and its inviscid limits

Linrui Li* and Shu Wang

Author Affiliations

College of Applied Sciences, Beijing University of Technology, Ping Le Yuan 100, Chaoyang District, Beijing 100124, People's Republic of China

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Boundary Value Problems 2011, 2011:41  doi:10.1186/1687-2770-2011-41


The electronic version of this article is the complete one and can be found online at: http://www.boundaryvalueproblems.com/content/2011/1/41


Received:23 May 2011
Accepted:27 October 2011
Published:27 October 2011

© 2011 Li and Wang; licensee Springer.

This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/2.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Abstract

We study solutions of the initial value problem for the 2D regularized surface quasi-geostrophic (RSQG) equation. For 1 ( Ω ) L q ( Ω ) ( q < 2 < ) initial data, we prove the global existence and uniqueness of weak solution for RSQG equation with subcritical powers. For RSQG equation, we establish some regularization results and prove the inviscid limit of the RSQG equation to the classical quasi-geostrophic equation.

Mathematics Subject Classifications

35Q35; 76U05; 86A10.

Keywords:
regularized surface quasi-geostrophic equation; initial value problem; existence; uniqueness; regularization

1 Introduction

The quasi-geostrophic equation (QG) with periodic boundary conditions on a basic period box Ω = [0, 2π]2 ⊂ ℝ2 is

θ t + div u θ = 0 , - Δ 1 2 φ = θ , φ = u , Ω θ dx = 0, Ω φ dx = 0, Ω u dx = 0, θ ( x , 0 ) = θ 0 x . (1.1)

where θ(x, t) is a real-valued function of x and t, which represents the potential temperature, and u represents the incompressible horizontal velocity at the surface. The advective velocity u in these equations is determined from θ by a stream function φ via the auxiliary relations

u = u 1 , u 2 = - φ x 2 , φ x 1 , (1.2)

and the relationship (1.1)2. The equality relating u to θ in (1.2) and (1.1)2 can be reformulated in terms of periodic Riesz transforms

u = ( - x 2 Λ - 1 θ , x 1 Λ - 1 θ ) = ( - 2 θ , 1 θ ) ,

where j , j = 1 , 2 , denotes the Riesz transforms defined by Fourier transform: i θ ^ = i ξ i ξ θ ^ , Λ ( - Δ ) 1 2 is the pseudo-differential operator defined in the Fourier space by ( - Δ ) 1 2 u ( k ) ^ = | k | û ( k ) , here Δ = 2 x 2 + 2 y 2 is the horizontal Laplacian operator.

We also write down the regularized surface quasi-geostrophic equation

t θ + div ( u θ ) + κ ( - Δ ) α θ t = 0 , ( x , t ) Ω × [ 0 , ] , u = ( u 1 , u 2 ) = - 2 θ , 1 θ , ( x , t ) Ω × [ 0 , ] , φ = u , Ω θ d x = 0 , Ω φ d x = 0 , Ω u d x = 0 , θ ( x , 0 ) = θ 0 ( t ) , x Ω . (1.3)

where 0 ≤ α ≤ 1 and κ > 0 are real numbers. This model comes from [1]. The quasi-geostrophic equation with dissipative term κ(-Δ)αθ has received an extensive amount of attentions and has many results in theory and numerical analysis (see e.g., [2-7] for further references), but there are few results on the surface quasi-geostrophic equation with regularized term κ(-Δ)αθt. Therefore, in this paper, we mainly pay more attention to the regularized equation (1.3) to obtain the global existence, regularity for the solution and the inviscid limit of (1.3). The key issue is still whether weak solutions are regular for all the time. It is well known that for α > 1 2 , the so-called subcritical case, the initial value problem with smooth periodic initial data θ0 has a global smooth solution [1,8].

The quasi-geostrophic equation (1.1) is an important model in geophysical fluid dynamics. It is derived in the special case of constant potential vorticity and buoyancy frequency. Indeed, Equation (1.1) is an important example of a 2D active scalar with a specific structure most closely related to the 3D Euler equation (see [3]). The regularized version of (1.1), (1.1) with the dissipative term κ(-Δ)αθ or the regularized term κ(-Δ)αθt, is the dimensionally correct analogue of the 3D incompressible Navier-Stokes equations when α = 1. In recent years, the 2D quasi-geostrophic equations with and without the dissipative term have attracted significant attention. For the system (1.1), in the previous works of Wu [1,9-12], the well-posedness results for initial data θ0 in Lebesgue space Lp, homogeneous Sobolev space L ˙ s , p , Morry space Mp,λ and Hölder space Cr have been studied. Chae [7] obtained these results for the initial data θ0 which belongs to the Triebel-Lizorkin space F p , q s with s > 1 + 2 p and p, q ∈(1, ∞). For the critical case, that is α > 1 2 , this problem was first dealt with by Constantin et al. [13] who showed the global existence in Sobolev space H1 under smallness assumption of the L-norm of the initial temperature θ, but the uniqueness is proved for initial data H2. A. Córdoba and D. Córdoba [14] proved that the viscosity solutions are smooth on the interval t T1 and t T2. A. Kiselev et al. [5] proved global existence of large smooth solutions. Later, in [1], Wu reformulates the problem as an integral equation and applies the Banach contraction mapping principle to prove local existence with initial value θ0 Hs(s > 1). Another recent progress on the critical dissipative QG equation was given in the work by Caffarelli and Vasseur [15]. The supercritical case α > 1 2 is open. For more results, see [1,9,16-18] and references therein. However, all these results mainly concentrate on the general quasi-geostrophic equation with dissipative term κ(-Δ)αθ.

Recently, Khouider and Titi [6] study the following regularized model of surface quasi-geostrophic equation:

θ ̃ α t + div ( u α θ α ) = 0 , ( - Δ ) 1 2 φ α = θ α , ( 1 - α 2 Δ ) θ α = θ ̃ α , ψ α = u α , θ α ( x , 0 ) = θ 0 ( x ) . (1.4)

They showed that the model (1.4) admits a maximum principle and obtained a necessary and sufficient condition that the solution of the regularized QG equations (1.4) develops a singularity in finite time and proves that, if the initial condition is smooth, then the regularized solution remains as smooth as the initial data for all times.

In the present paper, we will study the model (1.3) in the subcritical α > 1 2 and critical case α > 1 2 . On the one hand, we will establish the solution with lower regularity for initial data θ 0 1 ( Ω ) , and this improved the global existence for initial data θ0 Hs(s > 1) in [1]. On the other hand, we generalize the results for (1.4) to the generally regularized models (1.3).

The rest of this article is organized as follows. In Section 2, we present the global existence for the regularized Equation (1.3). In Section 3, we give the regularization results for the regularized model (1.3) and obtain the maximum principle. Section 4 is devoted to the inviscid limit from the regularized surface quasi-geostrophic equation to classical surface quasi-geostrophic equation.

2 Global existence for the regularized surface quasi-geostrophic equation

In this section, we establish existence and uniqueness of global weak solutions of regularized model (1.3).

Firstly, we rewrite the equation (1.3)1 as a functional differential equation in the form

( 1 + κ Λ 2 α ) θ t = - div ( u θ ) (2.1)

or

θ t = - ( 1 + κ Λ 2 α ) - 1 div ( u θ ) . (2.2)

Noticing that if θ is in the Sobolev space H1(Ω), then ψ = ( - Δ ) - 1 2 θ = Λ - 1 θ belongs to the Sobolev space H2(Ω). This implies that u = ∇ψ is in H1(Ω). Furthermore, we have the following lemma, which is proved in [6].

Lemma 2.1 Let θ 1 ( Ω ) = { u H 1 ( Ω ) , Ω u d x = 0 } and u 1 ( Ω ) × 1 ( Ω ) then div ( u θ ) - 1 ( Ω ) , where - 1 ( Ω ) is the dual space of 1 ( Ω ) . Moreover, for u 1 ( Ω ) × 1 ( Ω ) fixed, θ → div(θu) is a linear continuous operator from 1 ( Ω ) to - 1 ( Ω ) .

This lemma immediately yields the following corollary:

Corollary 2.2 Let u 1 ( Ω ) × 1 ( Ω ) satisfying divu = 0 and θ 1 ( Ω ) , then < div(), θ > = 0.

Now, we state and prove the global existence result for weak solutions for all time if the initial condition θ0 belongs to 1 ( Ω ) . More precisely, we have the following theorem.

Theorem 2.3 Let α > 1 2 and θ 0 1 ( Ω ) L q ( Ω ) , 2 < q < ∞, then the initial value problem (1.3) has a global unique solution θ C ( ( 0 , + ) , 1 ( Ω ) ) .

Proof. Due to (1.3) and (2.2), we can have

θ t = - ( 1 + κ Λ 2 α ) - 1 div ( u θ ) F ( θ ) . (2.3)

Therefore, by Lemma 2.1, we know that div ( u θ ) - 1 ( Ω ) (i.e., θ t - 1 ( Ω ) ). We first prove local existence and uniqueness. For this, it is enough to establish that the function div() is locally Lipshitz as a map from - 1 ( Ω ) into - 1 ( Ω ) . Before proving the locally Lipshitz condition, we give some important inequality we will use.

Taking ϕ 1 ( Ω ) , then

< div ( u θ ) , ϕ > = Ω θ ( x ) u ( x ) ϕ ( x ) d x C u L 4 ( Ω ) θ L 4 ( Ω ) ϕ L 2 ( Ω ) C u L 2 ( Ω ) 1 2 u L 2 ( Ω ) 1 2 θ L 2 ( Ω ) 1 2 θ L 2 ( Ω ) 1 2 ϕ L 2 ( Ω ) ,

by the 2D Gagliardo-Nirenberg-Ladyzhenskaya interpolation inequality, we can obtain

div ( u θ ) - 1 C u L 2 ( Ω ) 1 2 u L 2 ( Ω ) 1 2 θ L 2 ( Ω ) 1 2 θ L 2 ( Ω ) 1 2 θ L 2 1 2 , (2.4)

which implies that div() is bounded in - 1 ( Ω ) by using lemma 2.1.

Next, we use the inequality (2.4) to show the div() is locally Lipschitz

F ( θ 1 ) F ( θ 2 ) H ˙ 1 = ( 1 + κ Λ 2 α ) 1 ( div ( θ 1 u 1 ) div ( θ 2 u 2 ) ) H ˙ 1 ( 1 + κ Λ 2 α ) 1 L 2 ( div ( u 1 ( θ 1 θ 2 ) ) H ˙ 1 + div ( u 1 u 2 ) θ 2 H ˙ 1 ) C ( u 1 L 2 1 2 u 1 L 2 1 2 θ 1 θ 2 L 2 1 2 ( θ 1 θ 2 ) L 2 1 2 + u 1 u 2 L 2 1 2 ( u 1 u 2 ) L 2 1 2 θ 2 L 2 1 2 θ 2 L 2 1 2 ) ,

where we have used the boundedness of Riesz transforms in - 1 space. Then, using the Poincaré inequality

u L 2 C u L 2 , u 1 ( Ω ) , (2.5)

we have

F ( θ 1 ) F ( θ 2 ) H ˙ 1 C ( u 1 L 2 ( θ 1 θ 2 ) L 2 + ( u 1 u 2 ) L 2 θ 2 L 2 1 2 ) .

On the other hand, using the facts that the functional operator θ u = [ ( Δ ) 1 2 θ ] is an isomorphism from 1 into 1 × - 1 and θ → (1 + κΛ2α)-1θt is a bounded operator from 1 into - 1 , and using the Poincaré inequality (2.5), we know that the following norm is equivalent

u L 2 ~ θ L 2 ~ θ 1 .

Therefore,

F ( θ 1 ) - F ( θ 2 ) - 1 C ( θ 1 - θ 2 - 1 ) ( θ 1 - 1 + θ 2 - 1 ) .

Thus, by the fixed point theory, we have the short time existence and uniqueness of solution for the functional differential equation (2.3).

Suppose that [0, T*] is the maximal interval of existence of the solution θ C ( [ 0 , T * ] , 1 ( Ω ) ) .

Now, we show the global existence for (1.3). To do this, it suffices to prove that the norm θ 1 stays bounded on the maximal interval of existence for the solution θ of the regularized surface quasi-geostrophic equation (1.3) in the subcritical case α > 1 2 .

Let θ C ( [ 0 , T ] ; 1 ( Ω ) ) be the solution of the initial value problem (1.3). Take the inner produce of Λ2-2αθ with the first Equation in (1.3)

1 2 d d t ( Λ 1 - α θ 2 2 + κ Λ θ 2 2 ) = - ( Λ 2 - 2 α θ , u θ ) . (2.6)

For the right-hand side of (2.6), we have

| ( Λ 2 - 2 α θ , u θ ) | = | ( Λ 2 - 2 α θ , ( u θ ) ) | Λ 1 + a - α θ L 2 Λ 2 - a - α ( u θ ) L 2 , (1) (2.7)

where a α remains to be determined. By the calculus inequality for the Calderon-Zygmund type singular integral, we obtain

Λ 2 - a - α ( u θ ) L 2 C ( Λ 2 - a - α u L p θ L q + Λ 2 - a - α θ L p u L q ) , (2.8)

where 1 p + 1 q = 1 2 and 2 < q < ∞. Considering the second equation in (1.3), by the Calderon-Zygmund inequalities, we obtain

u L q C θ L q , (2.9)

and

Λ 2 - a - α u L q C Λ 2 - a - α θ L q , (2.10)

where 1 < q < ∞.

By the Sobolev imbedding W 1 + 2 - 2 p - α - a , 2 W 2 - α - a , q , then (2.10) becomes

Λ 2 - a - α u L q C Λ 2 - a - α θ L q C Λ 1 + 2 - a - α + 2 p θ L 2 . (2.11)

Putting (2.11) into (2.8), then (2.7) becomes

| ( Λ 2 - 2 α θ , u θ ) | C Λ 1 + a - α θ L 2 θ L q Λ 1 + 2 - a - α + 2 p θ L 2 . (2.12)

In the above analysis, a is essentially arbitrary and we can choose a = 1 + 1 p without loss of generality so that 1 + a - α = 1 + 2 - α + 2 p - a . Therefore, we get

| ( Λ 2 - 2 α θ , u θ ) | C θ L q Λ 1 + a - α θ L 2 2 . (2.13)

Putting (2.13) into (2.6), we have

1 2 d d t ( Λ 1 - α θ L 2 2 + κ Λ θ L 2 2 ) C θ L q Λ 1 + a - α θ L 2 2 C θ L q Λ 1 - α θ L 2 a α Λ θ L 2 1 - a α C θ 0 L q ( C κ Λ 1 - α θ L 2 2 + κ C Λ θ L 2 2 ) , (1) (2.14)

where we have used the inequality θ L q θ 0 L q , 2 < q < , 2 < q < ∞, it is easy to prove for the regularized surface quasi-geostrophic equation. By the inequality (2.14), we obtain

1 2 d d t ( Λ 1 - α θ L 2 2 + κ Λ θ L 2 2 ) C ( Λ 1 - α θ L 2 2 + κ Λ θ L 2 2 ) . (2.15)

Thanks to the Gronwall's lemma, we obtain

Λ 1 - α θ L 2 2 + κ Λ θ L 2 2 ( Λ 1 - α θ 0 L 2 2 + κ Λ θ 0 L 2 2 ) e C 2 t . (2.16)

This guarantees that the 1 norm of θ is bounded. Therefore, the local solution can be extended uniquely to [0, 2T0] and the global solution is obtained by repeating this procedure. This completes the proof of Theorem 2.1.

3 Regularity results

In this section, we investigate the higher regularity and prove the maximum principle for the regularized system (1.3).

Theorem 3.1 (Regularity) Let θ 0 m ( Ω ) , m ≥ 1, α = 1, then the solution for the regularized problem of quasi-geostrophic equation exists a solution θ ( t ) C ( ( 0 , + ) , m ) .

Proof. The case m = 1 follows from Theorem 2.1. The case m > 1 had been obtained by Wu in [1]. For completeness, here we give a different proof by following the proof. We need to proceed the steps by induction.

It is obvious that if m ≥ 2 then θ m equivalent to u m × m , which hints that div ( u θ ) m - 2 . By applying the Gagliardo-Nirenberg-Ladyzhenskaya interpolation inequality, as in Theorem 2.1, we have

Ω | D m - 2 d i v ( u θ ) | 2 d x = Ω | D m - 2 ( u θ ) | 2 d x C k = 0 m - 2 Ω | D k u D m - 2 - k θ | 2 d x C k = 0 m - 2 D k u L 4 ( Ω ) 2 D m - k - 2 θ L 4 ( Ω ) 2 C k = 0 m - 2 D k u L 2 ( Ω ) D k u L 2 ( Ω ) × D m - k - 2 θ L 2 ( Ω ) D m - k - 2 u L 2 ( Ω ) C u H m ( Ω ) 2 θ H m ( Ω ) 2 .

In addition, similar steps as in the proof of Theorem 2.1 yield

F ( θ 1 ) F ( θ 2 ) H ˙ m 2 = ( 1 + κ Λ 2 α ) 1 ( div ( θ 1 u 1 ) div ( θ 2 u 2 ) ) H ˙ m 2 ( 1 + κ Λ 2 α ) 1 ( div ( u 1 ( θ 1 θ 2 ) ) H ˙ m 2 + div ( u 1 u 2 ) θ 2 H ˙ m 2 ) C ( u 1 H ˙ m θ 1 θ 2 H ˙ m 2 + u 1 u 2 H ˙ m θ 2 H ˙ m ,

This proves the local existence and uniqueness of smooth solutions for the (1.3) in m - 2 .

Next, we will show that the θ(t) is bounded in m ( Ω ) . To prove the global existence, i.e., it suffices to prove that D m - 1 θ ( t ) L 2 2 + D m - 1 θ ( t ) L 2 2 remains bounded in any finite interval of time.

The case m = 1 is proved in Theorem 2.3. Assume by induction that θ C ( ( 0 , + ) , H m - 1 - 1 ) . If θ m 1 , then D m - 1 θ 1 , thus Δ D m - 1 θ 1 and we can obtain

< ( D m - 1 θ t + κ ( - Δ ) D m - 1 θ t ) , D m - 1 θ > = - < D m - 1 ( div ( u θ ) ) , D m - 1 θ > ,

Let ϕ ( t ) = D m - 1 θ ( t ) L 2 2 + D m - 1 θ ( t ) L 2 2 , we have

d d t ϕ ( t ) = - Ω k = 0 m - 1 C k m - 1 D k u ( D m - k - 1 θ ) D m - 1 θ d x = - Ω k = 0 m - 2 C k m - 1 D k u ( D m - k - 1 θ ) D m - 1 θ d x + Ω u ( D m - 1 θ ) D m - 1 θ d x = - Ω k = 0 m - 2 C k m - 1 D k u ( D m - k - 1 θ ) D m - 1 d x + 1 2 Ω d i v ( u ( D m - 1 θ ) 2 ) d x = - Ω k = 0 m - 2 C k m - 1 D k u ( D m - k - 1 θ ) D m - 1 θ d x C k = 1 m - 2 D k u L 2 D m - 1 - k θ L 4 D m - 1 θ L 4 C k = 1 m - 2 u H k D m - 1 - k θ L 2 1 2 D m - 1 - k θ L 2 1 2 D m - 1 θ L 2 1 2 D m - 1 θ L 2 1 2 C ( k = 1 m - 2 u H k ) θ H m - 1 θ H m - 1 C ( α ) ( k = 1 m - 2 u H k ) ϕ ( t ) = ψ ( t ) ϕ ( t ) ,

where ψ ( t ) = C ( α ) ( k = 1 m - 2 u H k ) . . Thus, by the Gronwall's lemma we obtain,

ϕ ( t ) ϕ ( 0 ) e x p 0 t ψ ( s ) d s .

Thanks to that ψ(t) is bounded by the induction assumption, we get ϕ(t) is bounded on any finite interval of time. This completes the proof of Theorem 3.1.

Then, we will extend the maximum principle in [14,17] to the regularized surface quasi-geostrophic equation by using the method of Khouider and Titi [6].

Theorem 3.2 Let θ 0 1 ( Ω ) L ( Ω ) and α = 1, κ is positive number, then the solution θ of the regularized problem (1.3) satisfies

θ ( t ) L θ 0 L , t 0 . (3.1)

Moreover, if θ0(x) ≥ 0, ∀x ∈Ω, then

θ ( x , t ) 0 , t > 0 , x Ω .

Proof. Let θ(x, t) be the solution of (1.3), then ( θ + θ 0 L ) satisfies

t ( θ + θ 0 L ) + κ ( - Δ ) t ( θ + θ 0 L ) + u ( θ + θ 0 L ) = 0 . (3.2)

Denote u- = max{-u, 0}, if u 1 ( Ω ) then u - 1 ( Ω ) , we have

u - = u , if u < 0 , 0 , if u 0 . (3.3)

Multiplying the above equation (3.2) by ( θ + θ 0 L ) - , we have

1 2 d d t Ω ( θ + θ 0 L ) - 2 d x + k Ω | ( θ + θ 0 L ) - | 2 d x = 0 ,

which yields

( θ + θ 0 L ) - L 2 + k ( θ + θ 0 L ) - L 2 2 (3.4)

= ( θ ( 0 ) + θ 0 L ) - L 2 + k ( θ 0 + θ 0 L ) - L 2 2 , (3.5)

It is obvious that the right-hand side of (3.4) is zero, by the fact

( θ 0 + θ 0 L ) - 0 ,

Therefore,

( θ + θ 0 L ) - 0 .

which implies

θ ( x , t ) - θ 0 L .

Similarly, we have

θ ( x , t ) θ 0 L .

Hence (3.1) holds.

Next, we show the rest of Theorem 3.2. Assume θ0(x) ≥ 0, x ∈Ω. Multiplying the evolution equation for θ by θ- = max{-θ, 0} and integrating over the domain in the similar way as above, we have

1 2 d d t Ω θ - 2 d x + k Ω ( θ - ) 2 d x = 0 ,

i.e.,

θ - ( t ) L 2 2 + k θ - ( t ) L 2 2 = θ - ( 0 ) L 2 2 + k θ - ( 0 ) L 2 2 = 0 ,

Owing to θ0 ≥ 0, we have θ-(t) ≡ 0, ∀t > 0. Therefore, θ(x, t) ≥ 0. This completes the proof of Theorem 3.2.

4 Inviscid limit

In this section, we investigate the convergence of the solution of the regularized surface quasi-geostrophic equation (1.3) to a solution of the classical surface quasi-geostrophic equation (1.1) as κ tends to zero. We have the following result

Theorem 4.1 Let θ1 and θ2 be the smooth solutions of the RSQG equations (1.3) and the classical QG equations (1.1) with the same initial data θ 0 α + 1 ( Ω ) , defined on the maximal time interval of existence [0, T*], then for any t < T*,

θ 1 ( , t ) - θ 2 ( , t ) L 2 ( Ω ) C κ ,

where C is a constant depending only T* and θ 0 α + 1 ( Ω ) .

Proof. Let u1 and u2 be the velocity field corresponding θ1 and θ2, respectively. Then, the difference θ(x, t) = θ1(x, t) - θ2(x, t) solves the equation

θ t + u 1 θ + u θ 2 + κ Λ 2 α θ t + κ Λ 2 α ( θ 2 ) t = 0 , (4.1)

where u = u1 - u2. Multiplying (4.1) by θ(x, t) and integrating over Ω, we get

1 2 d d t Ω ( θ 2 + κ Λ α θ 2 ) d x = - Ω u θ 2 θ d x - κ Ω θ Λ 2 α ( θ 2 ) t d x , (4.2)

where the two terms on the right-hand side of (4.2) may be estimated as follows,

- Ω u θ 2 θ d x θ 2 L u L 2 θ L 2 ,

Since ||u||2 C ||θ||2, it follows that,

- Ω u θ 2 θ d x C θ 2 ( , t ) L θ L 2 2 .

To proceed, we need the calculus inequality for the Calderon-Zygmund type singular integral

Λ γ ( F G ) L r C ( Λ γ F L p G L q + F L q Λ γ G L p ) , (4.3)

where γ > 0, 1 < γ p ≤ ∞ and 1 γ = 1 p + 1 q . . Noticing the fact that (θ2)t + u2·∇θ2 = 0 and applying the inequality (4.3), we can bound the second term of right-hand side of (4.2) by

κ | Ω θ Λ 2 α + 1 ( u 2 θ 2 ) d x | Λ α θ L 2 2 + κ 2 4 Λ α + 1 ( u 2 θ 2 ) L 2 2 Λ α θ L 2 2 + C κ 2 ( Λ α + 1 u 2 L 2 θ 2 L + u 2 L Λ α + 1 θ 2 L 2 ) 2 Λ α θ L 2 2 + C κ 2 Λ α + 1 θ 2 L 2 2 θ 2 H α + 1 2 Λ α θ L 2 2 + C κ 2 θ 2 H α + 1 4 .

Therefore,

d d t Ω ( θ 2 + κ | Λ α θ | 2 ) d x C ( θ 2 ( , t ) L Ω θ 2 d x + Λ α θ L 2 2 ) + C κ 2 θ 2 H α + 1 4 ,

where the constant C does not depend on κ. By the Gronwall's Lemma, we get the desired result.

Competing interests

The authors declare that they have no competing interests.

Authors' contributions

All the authors typed, read, and approved the final manuscript.

Acknowledgements

This work is supported by NSFC (Grant No. 10771009), BSFC (Grant No. 1085001) of China, Funding Project for Academic Human Resources Development in Institutions of Higher Leading Under the Jurisdiction of Beijing Municipality(PHR-IHLB 200906103) and Beijing Education Committee Funds.

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