Electronic Journal of Differential Equations, Vol. 2002(2002), No. 29, pp. 1–13. ISSN: 1072-6691. URL: http://ejde.math.swt.edu or http://ejde.math.unt.edu ftp ejde.math.swt.edu (login: ftp) Regularity for solutions to the Navier-Stokes equations with one velocity component regular ∗ Cheng He Abstract In this paper, we establish a regularity criterion for solutions to the Navier-stokes equations, which is only related to one component of the velocity field. Let (u, p) be a weak solution to the Navier-Stokes equations. We show that if any one component of the velocity field u, for example u3 , satisfies either u3 ∈ L∞ (R3 × (0, T )) or ∇u3 ∈ Lp (0, T ; Lq (R3 )) with 1/p + 3/2q = 1/2 and q ≥ 3 for some T > 0, then u is regular on [0, T ]. 1 Introduction We consider the initial-value problem of the Navier-Stokes equations in R3 as follows: ∂u − ν∆u + (u · ∇)u = −∇p, ∂t (1.1) div u = 0, (x, t = 0) = a(x) in which u = u(x, t) = (u1 (x, t), u2 (x, t), u3 (x, t)) and p = p(x, t) denote the unknown velocity field and the scalar pressure function of the fluid at the point (x, t) ∈ R3 × (0, +∞), while a is a given initial velocity field, and ν is the viscosity coefficient of the fluid. We will assume that ν ≡ 1 for simplicity. For any given a ∈ L2 (R3 ) and div a = 0 in the sense of the distribution, a global weak solution u ∈ L∞ (0, ∞; L2 (R3 )) to (1.1) with ∇u ∈ L2 (R3 × (0, ∞)) was constructed by Leary [6] for a long time ago. But the regularity and the uniqueness of his weak solutions remain yet open, in the general case, till now, in spite of the great efforts made. Moreover, the uniqueness of the weak solutions follows if the regularity for weak solutions can be obtained. Cf. [10]. Therefore many regularity criteria have been obtained for weak solutions. In a space-time cylinder R3 × (0, T ), the regularity class was showed for weak solutions which belong to the class Lp (0, T ; Lq (R3 )) by Serrin [8] in the case of 1/p + 3/2q < 1 and q > 3; by Fabes, Jones and Riviere [4], Sohr and von Wahl [11] in the case of 1/p + 3/2q = 1 and q > 3. Also see Giga [5] and Takahashi [9]. For the critical case as p = ∞ and q = 3, W.von Wahl showed that C([0, T ]; L3 (R3 )) is ∗ Mathematics Subject Classifications: 35Q30, 76D05. Key words: Navier-Stokes equations, weak solutions, regularity. c 2002 Southwest Texas State University. Submitted November 7, 2001. Published March 17, 2002. 1 2 Regularity for solutions to the Navier-Stokes equations EJDE–2002/29 a regularity class for weak solutions. Also see [2]. Another kind of regularity class was obtained by da Veiga [1], in which he showed that u is regular if ∇u ∈ Lα (0, T ; Lβ (R3 )) with 1/α + 3/2β = 1/2 and 1 < α ≤ 2. It is obvious that, for the assumptions of all regularity criteria, it need that every components of the velocity field must satisfies the same assumptions, and it don’t make any difference between the components of the velocity field. Thus, it don’t exploit the relation between the regularity of velocity field and that of any one component of the velocity field, which is hard to be used in some applications. As pointed out by Neustupa and Penel [7], it is interesting to know how to effect the regularity of the velocity field by the regularity of only one component of the velocity field, when one try to construct an counter-example of solutions to (1.1), which develops blowup at finite time, i.e., construct an irregular solution. In this respect, the first result was obtained by Neustupa and Penel [7]. They showed that, for the suitable weak solutions which essentially differ from the usual weak solutions in that they should verify a generalized energy inequality, if u3 is essentially bounded in one subdomain D, then u has no singular points in D. Their arguments depend heavily on the partial regularity of the suitable weak solutions developed by Caffarelli, Kohn and Nirenberg [3]. In this paper, we are also interested in establishing the regularity criteria which is only related to one component of the velocity field, and which is valid for any weak solutions satisfying the energy inequality. Actually, let u be any weak solution to the Navier-Stokes equations (1.1) in L∞ (0, ∞; L2 (R3 )) ∩ L2loc (0, ∞; H 1 (R3 )) which verifies the energy inequality, if any one component, e.g., u3 of the velocity field u satisfying either u3 ∈ L∞ (R3 × (0, T )) or ∇u3 ∈ Lp (0, T ; Lq (R3 )) with 1/p + 3/2q = 1/2 and q ≥ 3, then u is regular. Our analysis is motivated by the argument of Neustupa and Penel [7], and here we improve their arguments. This paper is organized as follows: in section 2, we state our main results after introducing some notations, in section 3, we given the proof of the main result. 2 Main Result In this section, we first introduce some notations and the definition of weak solutions, then state our main result. Let Lp (R3 ), 1 ≤ p ≤ +∞, represent the usual Lesbegue space of scalar functions as well as that of vector-valued functions with norm denoted by k · ∞ kp . Let C0,σ (R3 ) denote the set of all C ∞ real vector-valued functions φ = (φ1 , φ2 , φ3 ) with compact support in R3 , such that div φ = 0. Lpσ (R3 ), 1 ≤ p < ∞ (R3 ) with respect to k · kp . H m (R3 ) denotes the usual ∞, is the closure of C0,σ Sobolev Space. Finally, given a Banach space X with norm k · kX , we denote by Lp (0, T ; X), 1 ≤ p ≤ +∞, the set of function f (t) defined on (0, T ) with values RT in X such that 0 kf (t)kpX dt < +∞. Let QT = R3 × (0, T ). At last, by symbol C, we denote a generic constant whose value is unessential to our aims, and it may change from line to line. EJDE–2002/29 Cheng He 3 Definition. A measurable vector u on QT is called a weak solution to the Navier-Stokes equations (1.1), if 1. u ∈ L∞ (0, T ; L2σ (R3 )) ∩ L2 (0, T ; H 1 (R3 )); 2. u verifies the Navier-Stokes equations in the sense of the distribution, i.e., Z ∞Z ∂φ u(x, t) · − ∇u(x, t) · ∇φ + (u(x, t) · ∇)φ · u(x, t) dxdt ∂t 0 R3 Z + a(x)φ(x, 0)dx = 0 R3 for every φ ∈ C0∞ (R3 × R) with div φ = 0. Our main result can be stated as follows. Theorem 2.1 Let the initial velocity a ∈ L2σ (R3 ) ∩ H 1 (R3 ), and u is the weak solution to (1.1) which satisfies the energy inequality. If any one component of the velocity field u, e.g., u3 satisfies either u3 ∈ L∞ (R3 × (0, T )) or ∇u3 ∈ Lp (0, T ; Lq (R3 )) with 1/p + 3/2q = 1/2 for q ≥ 3, then u is regular on [0, T ], and for t ∈ [0, T ] the following two estimates are satisfied. ku(t)k22 + 2 t Z k∇u(s)k22 ds ≤ kak22 , (2.1) 0 k∇u(t)k22 + Z t k∆u(s)k22 ds ≤ A (2.2) 0 In the various cases, A depends on the initial data as follows: A1 = k∇ak22 + CM12 kak22 1 + kak42 M12 + Ckak22 kak2 M1 + k∇ak2 × k∇ak22 + kak22 M12 1 + kak42 M12 eCkak2 kak2 M1 +k∇ak2 where M1 := k∇u3 kL∞ (0,T ;L3 (R3 )) < ∞, A2 4q 1/2 = k∇ak22 + CA3 kak2q−3 M2 + kak2 kakH 1 (R3 ) (1 + M2 eCM2 ) + M2 q−3 +Ckak22 M2 q , where M2 := A3 A4 RT 0 k∇u3 kpLp (0,T ;Lq (R3 )) ds < ∞, q−3 k∇ak22 + Ckak22 M2 q 4q × exp M2 kak2q−3 + kak2 kakH 1 (R3 ) 1 + M 1/2 eCM2 + M2 , 8/3 4/3 = k∇ak22 + C M02 + M0 kak2 kak22 4/3 5/3 +A5 kak2 k∇ak2 + M0 kak2 + M0 kak2 , = 4 Regularity for solutions to the Navier-Stokes equations EJDE–2002/29 where M0 := ku3 kL∞ (R3 ×(0,T )) < ∞, and A5 = 4/3 8/3 k∇ak22 + C(M02 + kak2 M0 )kak22 4/3 5/3 × exp Ckak2 k∇ak2 + M0 kak2 + M0 kak2 . The constant C, above, is independent of T . Thus T can approach +∞. Remarks. 1. The weak solution u ∈ L∞ (0, T ; L2σ (R3 )) ∩ L2 (0, T ; H 1 (R3 )) was constructed by Leray [6] as the initial velocity field a ∈ L2σ (R3 ), such that u satisfies the energy inequality. 2. Neustupa and Penel [7] showed that, for the suitable weak solution u, if u3 is essentially bounded in a subdomain D of a time-space cylinder Ω × (0, T ), then u has no singular points in D. 3. For solutions to the Navier-Stokes equations, either the class Lp (0, T ; Lq ) for 1/p + 3/2q ≤ 1/2 and q > 3, or C([0, T ]; L3 (Ω)) is a regularity class, Cf. [4], [5], [8], [9],[10] and [2]. Further, if ∇u ∈ Lα (0, T ; Lβ (R3 )) with 1/α + 3/2β = 1 for 1 < α ≤ 2, then u also is regular, see [1]. 3 Proof of the main theorem In this section, we present the proof of Theorem 2.1, preceded by the following Lemmas. The first lemma follows from direct calculations. Lemma 3.1 Let a ∈ L2σ (R3 ). Then for any t ≥ 0, ku(t)k22 +2 Z t k∇u(s)k22 ds ≤ kak22 . (3.1) 0 Let ω = curl u(x, t). Then ω satisfies weakly the equations ∂ω − ∆ω + (u · ∇)ω = (ω · ∇)u. ∂t (3.2) For the third component ω3 , of ω, one obtain the following estimate. Lemma 3.2 Let a ∈ L2σ (R3 ) ∩ H 1 (R3 ). If u3 ∈ L∞ (R3 × (0, T )), then kω3 (t)k22 + Z t k∇ω3 (s)k22 ds ≤ kω3 (0)k22 + M02 kak22 (3.3) 0 for any 0 ≤ t ≤ T with M0 = ku3 kL∞ (R3 ×(0,T )) . Proof. Multiplying both sides of the third equation of (3.2) by ω3 and integrating for x ∈ R3 , we obtain Z 1 d 2 2 kω3 k2 + k∇ω3 k2 = (ω · ∇)u3 · ω3 dx. (3.4) 2 dt R3 EJDE–2002/29 Cheng He 5 Using integration by parts and the Cauchy inequality, the right term of (3.4) can be estimated as Z Z (ω · ∇)u3 · ω3 dx = − (ω · ∇)ω3 · u3 dx R3 R3 ≤ k∇ω3 k2 ku3 k∞ kωk2 1 1 k∇ω3 k22 + ku3 k2∞ k∇uk22 , ≤ 2 2 where we used the fact that kωk2 ≤ k∇uk2 . Thus d kω3 k22 + k∇ω3 k22 ≤ M02 k∇uk22 . dt (3.5) Integrating (3.5) over (0, t) gives (3.3). Lemma 3.3 Let a ∈ L2σ (R3 ) ∩ H 1 (R3 ). If ∇u3 ∈ Lp (0, T ; Lq (R3 )) with 1/p + 3/2q = 1/2 for q ≥ 3, then ( Z t C kak2H 1 (R3 ) + kak22 M12 for q = 3, 2 2 kω3 (t)k2 + k∇ω3 (s)k2 ds ≤ (3.6) CM 2 CkakH 1 (R3 ) 1 + M2 e for q > 3 0 for 0 < t ≤ T . Here M1 := k∇u3 kL∞ (0,T ;L3 (R3 )) and M2 := q > 3. RT 0 k∇u3 (s)kpq ds for Proof. If q = 3, by the Hölder inequality and the Sobolev inequality, the right term of (3.4) can be estimated as Z | (ω · ∇)u3 · ω3 dx| ≤ kωk2 k∇u3 k3 kω3 k6 R3 ≤ Ckωk2 k∇u3 k3 k∇ω3 k2 1 ≤ k∇ω3 k22 + Ck∇u3 k23 k∇uk22 . 2 Then d kω3 k22 + k∇ω3 k22 ≤ Ck∇u3 k22 k∇uk22 dt which implies (3.6) as q = 3. If q > 3, by the Hölder inequality and the Gagliardo-Nirenberg inequality, we estimate the right term of (3.4) as Z | (ω · ∇)u3 · ω3 dx| ≤ kωk2 k∇u3 kq kω3 k2q/(q−2) R3 1−3/q 3/q ≤ Ckωk2 k∇u3 kq kω3 k2 k∇ω3 k2 1 ≤ k∇ω3 k22 + Ck∇u3 kpq kω3 k22 + Ck∇uk22 . 2 6 Regularity for solutions to the Navier-Stokes equations EJDE–2002/29 Then d kω3 k22 + k∇ω3 k22 ≤ Ck∇u3 kpq kω3 k22 + Ck∇uk22 dt which implies that Rt p d −C R t k∇u3 kpq ds 0 e kω3 k22 ≤ Ce−C 0 k∇u3 kq ds k∇uk22 . dt Thus using Lemma 3.1, kω3 k22 ≤ CeCM2 kω3 (0)k22 + kak22 . (3.7) (3.8) Substituting (3.8) into (3.7), (3.6) follows for q > 3. Lemma 3.4 Let a ∈ L2σ (R3 ) ∩ H 1 (R3 ). If ∇u3 ∈ Lp (0, T ; Lq (R3 )) with 1/p + 3/2q = 1/2 for q ≥ 3, then for any t ≥ 0, Z t 2 k∇u(t)k2 + k∆u(s)k22 ds ≤ A1 , (3.9) 0 where, for q = 3, A1 = k∇ak22 + CM12 kak22 1 + kak42 M12 + Ckak22 kak2 M1 + k∇ak2 × k∇ak22 + kak22 M12 1 + kak42 M12 eCkak2 kak2 M1 +k∇ak2 . When q > 3, then for any t ≥ 0, k∇u(t)k22 + Z t k∆u(s)k22 ds ≤ A2 (3.10) 0 with A2 A3 4q 1/2 = k∇ak22 + CA3 kak2q−3 M2 + kak2 kakH 1 (R3 ) (1 + M2 eCM2 ) q−3 +M2 + Ckak22 M2 q q−3 4q = k∇ak22 + Ckak22 M2 q exp M2 kak2q−3 +kak2 kakH 1 (R3 ) 1 + M 1/2 eCM2 + M2 . The constant C, above, is independent of T . Thus T can approach +∞. Proof. The Navier-Stokes equations (1.1) can be rewritten as ∂u 1 − ∆u + ω × u = −∇(p + |u|2 ). (3.11) ∂t 2 Multiplying both sides of (3.11) by ∆u, it follows that Z 1 d k∇uk22 + k∆uk22 = ω × u · ∆udx 2 dt R3 Z Z = (ω2 u3 − ω3 u2 )∆u1 dx + (ω3 u1 − ω1 u3 )∆u2 dx R3 R3 Z + (ω1 u2 − ω2 u1 )∆u3 dx. (3.12) R3 EJDE–2002/29 Cheng He 7 In the following, we estimate the each terms at the right hand side of (3.12) by the Hölder inequality, Young inequality and Gagliardo- Nirenberg inequality. Let δ be one small parameter determined later. One has that Z I1 = ω2 u3 ∆u1 dx ≤ k∆u1 k2 kω2 k4 ku3 k4 R3 1/2 1/2 1/4 3/4 ≤ Ck∆uk2 ku3 k2 k∇u3 k3 kω2 k2 k∇ω2 k2 7 1/2 1/2 1/4 ≤ Ck∆uk24 kuk2 k∇u3 k3 k∇uk2 ≤ δk∆uk22 + C(δ)kak42 k∇u3 k43 k∇uk22 , for q = 3, and I1 = | Z ω2 u3 ∆u1 dx| ≤ k∆u1 k2 kω2 k2r/(r−2) ku3 kr R3 2rq+6q−6r 3q(r−2) r−3 3 ≤ Ck∆uk2 ku3 k2 r(5q−6) k∇u3 kqr(5q−6) kω2 k2 r k∇ω2 k2r 3q(r−2) 2rq+6q−6r r+3 r−3 ≤ Ck∆uk2 r kuk2 r(5q−6) k∇u3 kqr(5q−6) k∇uk2 r 4q ≤ δk∆uk22 + C(δ)kak2q−3 k∇u3 kpq k∇uk22 , for q > 3 with r = 9q/(2q + 3) > 3. Z I2 = | ω3 u2 ∆u1 dx| ≤ k∆u1 k2 kω3 k3 ku2 k6 R3 ≤ δk∆uk22 + C(δ)k∇u2 k22 kω3 k2 k∇ω3 k2 ≤ δk∆uk22 + C(δ)k∇ω3 k2 k∇uk32 . Similar to the estimates as I2 , Z I3 = | ω3 u1 ∆u2 dx| ≤ δk∆uk22 + C(δ)k∇ω3 k2 k∇uk32 . R3 Similar to the estimates as I1 , one can obtain that Z I4 = ω1 u3 ∆u2 dx R3 ( δk∆uk22 + C(δ)kak42 k∇u3 k43 k∇uk22 , if q = 3, 4q ≤ q−3 p 2 2 δk∆uk2 + C(δ)kak2 k∇u3 kq k∇uk2 , if q > 3. Let I5 = | Z ω1 u2 ∆u3 dx| ≤ | R3 Z ∂2 u3 · u2 · ∆u3 dx| + | R3 Z ∂3 u2 · u2 · ∆u3 dx|. R3 Then I51 = | Z ∂2 u3 · u2 · ∆u3 dx| ≤ k∆u3 k2 k∇u3 kq ku2 k2q/(q−2) R3 q−3 3 ≤ Ck∆uk2 k∇u3 kq kuk2 q k∇uk2q 2(q−3) q ≤ δk∆uk22 + C(δ)kak2 6 k∇u3 k2q k∇ukqq 8 Regularity for solutions to the Navier-Stokes equations EJDE–2002/29 and I52 Z 1 ∂2 u2 · u2 · ∆u3 dx| = | |u2 |2 ∆∂u3 dx| 2 3 3 R ZR Z | u2 ∆u2 · ∂u3 dx| + | |∇u2 |2 ∂3 u3 dx| = | ≤ Z R3 ≤ ≤ R3 δ k∆u2 k22 + C(δ)k∇u3 k2q ku2 k22q/(q−2) + k∇u3 kq k∇u2 k22q/(q−2) 2 2(q−3) 2q−3 6 3 δ k∆uk22 + C(δ)k∇u3 k2q kuk2 q k∇uk2q + Ck∇u3 kq k∇uk2 q k∆uk2q 2 2(q−3) q ≤ δk∆uk22 + C(δ)k∇u3 k2q kak2 6 k∇uk2q + C(δ)k∇u3 kpq k∇uk22 . Similarly, I6 I61 = | Z = | ZR ω2 u1 ∆u3 dx| ≤ | 3 Z ∂3 u1 · u1 · ∆u3 dx| + | R3 Z ∂1 u3 · u1 · ∆u3 dx| R3 ∂3 u1 · u1 · ∆u3 dx| R3 2(q−3) q I62 ≤ δk∆uk22 + C(δ)k∇u3 k2q kak2 Z = | ∂1 u3 · u1 · ∆u3 dx| 6 k∇uk2q + C(δ)k∇u3 kpq k∇uk22 R3 2(q−3) q ≤ δk∆uk22 + C(δ)kak2 6 k∇u3 k2q k∇ukqq . Let δ = 1/16. Substituting above estimates into (3.12), it follows that d k∇uk22 + k∆uk22 ≤ CM12 1 + kak42 M12 k∇uk22 + Ck∇ω3 k2 k∇uk32 dt for q = 3, and d k∇uk22 + k∆uk22 dt (3.13) 4q ≤ C kak2q−3 k∇u3 kpq + k∇ω3 k2 k∇uk2 + k∇u3 kpq k∇uk22 2(q−3) q +Ckak2 6/q k∇u3 k2q k∇uk2 (3.14) for q > 3. (3.13) implies that Z t d exp − C k∇ω3 k2 k∇uk2 ds k∇uk22 dt 0 Z t ≤ CM12 1 + kak42 M12 exp − C k∇ω3 k2 k∇uk2 ds k∇uk22 , 0 which implies k∇u(t)k22 Z t ≤ k∇ak22 + CM12 kak22 1 + kak42 M12 exp C k∇ω3 k2 k∇uk2 ds 0 ≤ k∇ak22 + CM12 kak22 1 + kak42 M12 exp Ckak2 kak2 M1 + k∇uk2 , EJDE–2002/29 Cheng He 9 This inequality and (3.13) imply (3.9). From (3.14), it follows that Z t 4q d exp C kak2q−3 k∇u3 kpq + k∇ω3 k2 k∇uk2 + k∇u3 kpq ds k∇uk22 dt 0 2(q−3) q 6 k∇u3 k2q k∇uk2q Z t 4q × exp C kak2q−3 k∇u3 kpq + k∇ω3 k2 k∇uk2 + k∇u3 kpq ds , ≤ Ckak2 0 which implies k∇u(t)k22 exp C ≤ t Z 0 4q kak2q−3 k∇u3 kpq + k∇ω3 k2 k∇uk2 + k∇u3 kpq ds Z 2(q−3) × k∇ak22 + Ckak2 q ≤ k∇ak22 + q−3 q Ckak22 M2 +kak2 kakH 1 (R3 ) 1 + T k∇u3 kpq dt 0 q−3 q Z T k∇uk2 dt 0 q3 4q q−3 exp M2 kak2 ∆ 1/2 M2 eCM2 = A3 , This inequality and (3.14) imply (3.10). Lemma 3.5 Let a ∈ L2σ (R3 ) ∩ H 1 (R3 ). If u3 ∈ L∞ (R3 × (0, T )), then for any t ≥ 0, Z t k∇u(t)k22 + k∆u(s)k22 ds ≤ A4 (3.15) 0 with A4 A5 4 8/3 = k∇ak22 + C(M02 + M0 kak23 kak22 4/3 5/3 +A5 kak2 k∇ak2 + M0 kak2 + M0 kak2 , 4/3 8/3 = k∇ak22 + C(M02 + kak2 M0 )kak22 4/3 5/3 × exp Ckak2 k∇ak2 + M0 kak2 + M0 kak2 . In above, constant C is a absolute constant and independent of T . Thus T can be taken as +∞. Proof. We need to re-estimate the terms at the right hand side of (3.12) by the assumption that u3 ∈ L∞ (QT ) to replace the assumption that ∇u3 ∈ Lp (0, T ; Lq (R3 )). In view of the above procedure, we don’t use the assumption as estimating the I2 and I3 , except the estimates about k∇ω3 k2 obtained in Lemmas 3.2 and 3.3. So there are same as u3 ∈ L∞ (QT ), i.e., Z I2 = | ω3 u2 ∆u1 dx| ≤ δk∆uk22 + C(δ)k∇ω3 k2 k∇uk32 R3 Z I3 = | ω3 u1 ∆u2 dx| ≤ δk∆uk22 + C(δ)k∇ω3 k2 k∇uk32 . R3 10 Regularity for solutions to the Navier-Stokes equations EJDE–2002/29 Now we estimate other terms. By Hölder inequality, the estimate of I1 is easy. In fact, I1 = | Z R3 ω2 u3 ∆u1 dx| ≤ k∆uk2 ku3 k∞ kω2 k2 ≤ δk∆uk22 + C(δ)ku3 k2∞ k∇uk22 . Similarly, I4 = | Z R3 ω1 u3 ∆u2 dx| ≤ δk∆uk22 + C(δ)ku3 k2∞ k∇uk22 . By Hölder inequality again, one has I51 = | Z ∂2 u3 u2 ∆u3 dx| ≤ R3 δk∆uk22 + C0 Z |u2 |2 |∂2 u3 |2 dx. R3 Integrating by parts, we have Z |u2 |2 |∂2 u3 |2 dx Z Z 2 ≤ |2 u2 ∂2 u2 ∂2 u3 u3 dx| + | |u2 |2 |∂22 u3 u3 dx| R3 R3 Z Z 2 ≤ | |∂2 u2 |2 |u3 |2 dx| + | u2 ∂22 u2 |u3 |2 dx| R3 R3 R3 1/3 2 +k∆u3 k2 ku2 k6 ku3 k2 ku3 k2/3 ∞ ≤ 2/3 ku3 k2∞ k∇u2 k22 + k∆u2 kku2 k6 ku3 k2 ku3 k4/3 ∞ 1/3 +k∆u3 k2 ku2 k26 ku3 k2 ku3 k2/3 ∞ δ 2/3 4 k∆uk22 + C(δ)kak2 ku3 k4/3 ≤ ∞ k∇uk2 C0 4/3 2 +C ku3 k2∞ + kak2 ku3 k8/3 ∞ k∇uk2 . For I52 , by integration by part, we can treat as I52 = ≤ ≤ ≤ Z Z 1 | ∂3 u2 u2 ∆u3 dx| = | |u2 |2 ∆∂3 u3 dx| 2 R3 R3 Z Z | (u2 ∆u2 )∂3 u3 dx| + | |∇u2 |2 ∂3 u3 dx| 3 3 R ZR Z | (u2 ∆u2 )∂3 u3 dx| + |2 (∇u2 · ∇∂3 u2 )u3 dx| R3 R3 Z δk∆uk22 + C1 (δ) |u2 |2 |∂3 u3 |2 dx + C(δ)ku3 k2∞ k∇u2 k22 . R3 EJDE–2002/29 Cheng He 11 Integrating by parts again, Z | |u2 |2 |∂3 u3 |2 dx| R3 Z Z 2 ≤ 2| u2 · ∂3 u2 · ∂3 u3 · u3 dx| + | |u2 |2 ∂33 u3 · u3 dx| 3 3 R R Z Z 2 ≤ | |∂3 u2 |2 |u3 |2 dx| + | u2 ∂33 u2 · |u3 |2 dx| R3 R3 1/3 2 +k∆u3 k2 ku2 k6 ku3 k2 ku3 k2/3 ∞ 2 ≤ ku3 k2∞ k∇uk22 + k∆u2 k2 ku2 k6 ku3 k23 ku3 k4/3 ∞ 1/3 +k∆u3 k2 ku2 k26 ku3 k2 ku3 k2/3 ∞ δ 2/3 4 ≤ k∆uk22 + Ckak2 ku3 k4/3 ∞ k∇uk2 C1 4/3 2 +C ku3 k2∞ + kak2 ku3 k8/3 ∞ k∇uk2 . Therefore, Z I5 = | ω1 u2 ∆u3 dx| R3 2/3 4/3 4 2 8/3 2 ≤ 4δk∆uk22 + Ckak2 ku3 k4/3 ∞ k∇uk2 + C ku3 k∞ + kak2 ku3 k∞ k∇uk2 . Similarly, Z I6 = | ω2 u1 ∆u3 dx| R3 2/3 4/3 8/3 2 4 2 ≤ 4δk∆uk22 + Ckak2 ku3 k4/3 ∞ k∇uk2 + C ku3 k∞ + kak2 ku3 k∞ k∇uk2 . Substituting above estimates into (3.12) and taking δ = 1/16, one obtain that d k∇uk22 + k∆uk22 dt 2/3 2 2 ≤ C k∇ω3 k2 k∇uk2 + kak2 ku3 k4/3 ∞ k∇uk2 k∇uk2 4/3 2 +C ku3 k2∞ + kak2 ku3 k8/3 (3.16) ∞ k∇uk2 , which implies k∇u(t)k22 ≤ 4/3 8/3 k∇ak22 + C M02 + kak2 M0 kak22 5/3 4/3 , × exp Ckak2 k∇ak2 + M0 kak2 + kak2 M0 here we used Lemmas 3.1 and 3.2. The above inequality and (3.16) implies (3.15). Proof of Theorem 2.1 Since the initial velocity field a is in L2σ (R3 )∩H 1 (R3 ), it is well-known that there is a T0 > 0, such that there is a unique strong solution u ∈ L∞ (0, T0 ; H 1 (R3 )) ∩ L2 (0, T0 ; H 2 (R3 )) to the Navier-Stokes equations (1.1). 12 Regularity for solutions to the Navier-Stokes equations EJDE–2002/29 See [11]. According the result about uniqueness [11], our weak solution identity with the strong solution in (0, T0 ). If u3 ∈ L∞ (R3 × (0, T ))(t0 < T ≤ +∞) or ∇u3 ∈ Ls (0, T ; Lq (R3 )) for 1/s + 3/2q = 1/2 with q ≥ 3, then Lemmas 3.1-3.5 imply Z T sup ku(t)kH 1 (R3 ) + k∇u(s)k22 + k∆u(s)k22 ds ≤ C(kakH 1 (R3 ) ). 0≤t≤T 0 Thus the local strong solution u can be extended to time T , and also identity with the weak solution. Moreover the classical regular criteria [11] implies that u is a regular solution on [0, T ]. Remark. The referee has kindly pointed out the recent works [12] -[14]. In [12], the authors consider the interior regularity of the suitable weak solutions under the assumption that one component of the velocity is assumed to belong to the anisotropic Lebesgue space Lp,q (p in time and q in space) with 2/p + 3/q ≤ 1/2 for p ≥ 4 and q > 6; In [13], the authors obtained the regular criteria under the different assumptions on three components of velocity; While in [14], the authors defined many regularity classes by means of derivatives of some components of velocity. For example, they obtained the regularity of the weak solutions which satisfy the energy inequality and ∂3 u belong to Lp (0, T ; Lq (R3 )) with 1/p + 3/2q ≤ 3/4 for q ≥ 2, or ∂3 u3 ∈ L∞ (0, T ; L∞ (R)), etc. But our assumptions are different from theirs. Through our arguments also based on some estimates of vorticity as do in [12]-[14], the particular technique is different. Acknowledgement. The author would like to express his sincere gratitude to researchers: Professor Tetsuro Miyakawa for his heuristic discussion about this problem, the anonymous referee for his helpful comments and for pointing out the existence of related works [12]-[14], Professor M. Pokorny for sending me his preprint [14], and for pointing out that the weak solution here should satisfy the energy inequality. The present work was completed while the author was visiting the Department of Mathematics at Kobe University as a reseach fellow of the Japan Society for the Promotion of Sciences (JSPS). 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Novotny and P. Penel, An interior regularity of a weak solution to the Navier-Stokes equations in dependence on one component of velocity. In“Topics in Mathematical Fluid Mechanics”, a special issue of Quaderni di Matematica in 2002. [13] J. Neustupa and P.Penel, Anisotropic and geometric criteria for interior regularity of weak solutions to the 3D Navier-Stokes. In “Mathematical Fluid Mechanics, Recent Results and Open Questions”, J. Neustupa and P. Penel Eds., Birkhauser Verlag, Basel-Boston-Berlin, 2001, 237-268. [14] P.Penel and M. Pokorny, Some new regularity criteria for the NavierStokes equations containing the gradient of the velocity. Preprint. http://www.karlin.mff.cuni.cz/ms-preprints/. Cheng He Department of Mathematics, Faculty of Science Kobe University Rokko, Kobe, 657-8501, Japan e-mail: chenghe@math.kobe-u.ac.jp On leave from: Academy of Mathematics and System Sciences, Academia Sinica, Beijing, 100080, China.