Analysis of Single and Multi Phase Flows in Porous Media Luan T. Hoang Joint with Akif Ibragimov, Thinh Kieu, Tuoc Phan. Department of Mathematics and Statistics, Texas Tech University http://www.math.ttu.edu/∼lhoang/ luan.hoang@ttu.edu Applied Mathematics Seminar Department of Mathematics and Statistics Texas tech University September 3, 10 and 17, 2014 Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 1 Outline 1 Introduction 2 Single-phase Forchheimer flows Uniform Gronwall estimates Interior L∞ -estimates for pressure Interior Ls -estimates for pressure gradient Interior L∞ -estimates for pressure gradient Interior L∞ -estimates for time derivative of pressure Interior L2 -estimates for pressure’s Hessian 3 Two-phase incompressible Forchheimer flows One-dimensional problem Multi-dimensional problem Steady states Linearized problem In bounded domains In unbounded domains Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 2 Table of Contents 1 Introduction 2 Single-phase Forchheimer flows 3 Two-phase incompressible Forchheimer flows Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 3 Introduction: Darcy’s and Forchheimer’s flows Fluid flows in porous media with velocity u and pressure p: Darcy’s Law: αu = −∇p, Forchheimer’s “two term” law αu + β|u| u = −∇p, Forchheimer’s “three term” law Au + B |u| u + C|u|2 u = −∇p. Forchheimer’s “power” law au + c n |u|n−1 u = −∇p, Here α, β, a, c, n, A, B, and C are empirical positive constants. Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 4 Generalized Forchheimer equations [Aulisa-Bloshanskaya-H.-Ibragimov 2009] Generalizing the above equations as follows g (|u|)u = −∇p. Let G (s) = sg (s). Then G (|u|) = |∇p| ⇒ |u| = G −1 (|∇p|). Hence u=− ∇p g (G −1 (|∇p|)) K (ξ) = Kg (ξ) = ⇒ u = −K (|∇p|)∇p, 1 1 = , −1 g (s) g (G (ξ)) sg (s) = ξ. Class FP(N, α ~ ). Let N > 0, 0 = α0 < α1 < α2 < . . . < αN , n o FP(N, α ~ ) = g (s) = a0 s α0 + a1 s α1 + a2 s α2 + . . . + aN s αN , where a0 , aN > 0, a1 , . . . , aN−1 ≥ 0. Notation: αN = deg(g ), ~a = (a0 , a1 , . . . , aN ), a = ααN N+1 ∈ (0, 1), b = ααN N+2 ∈ (0, 1). Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 5 Historical remarks Darcy-Dupuit: 1865 Forchheimer: 1901 Other nonlinear models: 1940s–1960s Incompressible fluids: Payne, Straughan and collaborators since 1990’s, Celebi-Kalantarov-Ugurlu since 2005 (Brinkman-Forchheimer) Derivation of non-Darcy, non-Forchheimer flows: Marusic-Paloka and Mikelic 2009 (homogenization for Navier–Stokes equations), Balhoff et. al. 2009 (computational) Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 6 Works on generalized Forchheimer flows A. Single-phase flows. 1990’s Numerical study L2 -theory (for slightly compressible flows): Aulisa-Bloshanskaya-H.-Ibragimov (2009), H.-Ibragimov: Dirichlet B.C. (2011), H.-Ibragimov Flux B.C. (2012), Aulisa-Bloshanskaya-Ibragimov total flux, productivity index (2011, 2012), Inhomogeneous media Celik-H.(in preparation). Lα -theory: H.-Ibragimov-Kieu-Sobol (2012-preprint) L∞ , W 1,p -theory: H.-Kieu-Phan (2014), Celik-H.(in preparation). W 1,∞ -theory: interior H.-Kieu (2014-preprint), global Celik-H.-Kieu (in preparation). B. Multi-phase flows. One-dimensional case: H.-Ibragimov-Kieu (2013). Multi-dimensional case: H.-Ibragimov-Kieu (preprint). Note: there are more works on Forchheimer flows (2-terms or 3 terms). Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 7 Table of Contents 1 Introduction 2 Single-phase Forchheimer flows Uniform Gronwall estimates Interior L∞ -estimates for pressure Interior Ls -estimates for pressure gradient Interior L∞ -estimates for pressure gradient Interior L∞ -estimates for time derivative of pressure Interior L2 -estimates for pressure’s Hessian 3 Two-phase incompressible Forchheimer flows Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 8 Single-phase Forchheimer flows Let ρ be the density. Continuity equation dρ + ∇ · (ρu) = 0. dt For slightly compressible fluid: dρ 1 = ρ, dp κ where κ 1. Then dp = κ∇ · K (|∇p|)∇p + K (|∇p|)|∇p|2 . dt Since κ 1, we neglect the last terms, after scaling the time variable: dp = ∇ · K (|∇p|)∇p . dt Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 9 Degeneracy - The Degree Condition Lemma Let g (s,~a) be in class FP(N, α ~ ). One has for any ξ ≥ 0 that C1 (~a) C2 (~a) ≤ K (ξ,~a) ≤ , (1 + ξ)a (1 + ξ)a C3 (~a)(ξ 2−a − 1) ≤ K (ξ,~a)ξ 2 ≤ C2 (~a)ξ 2−a . Degree Condition (DC) deg(g ) ≤ 4 n(2 − a) ⇐⇒ 2 ≤ (2 − a)∗ = . n−2 n − (2 − a) Under the (DC), W 1,2−a (U) ⊂ L2 (U). This talk: No conditions on the degree. Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 10 IBVP We study the resulting parabolic equation for the pressure p = p(x, t): ∂p = ∇ · (K (|∇p|)∇p), ∂t x ∈ U, t > 0. Dirichlet boundary data: p = ψ(x, t), x ∈ Γ, t > 0, where ψ(x, t) is known. The initial data p(x, 0) = p0 (x) is given. Extension Ψ(x, t) of ψ(x, t) to x ∈ Ū, t ≥ 0. Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 11 For α ≥ 1, we define A(α, t) = hZ |∇Ψ(x, t)| α(2−a) 2 dx i 2(α−a) α(2−a) + hZ U |Ψt (x, t)|α dx i α−a α(1−a) U for t ≥ 0, and A(α) = lim sup A(α, t) and β(α) = lim sup[A0 (α, t)]− . t→∞ Also, define α∗ = an 2−a , t→∞ and for α > 0 define α b = max α, 2, α∗ . Whenever β(α) is in use, it is understood that the function t → A(α, t) belongs to C 1 ((0, ∞)). For a function f : [0, ∞) → R, we denote by Envf a continuous and increasing function F : [0, ∞) → R such that F (t) ≥ f (t) for all t ≥ 0. Denote p = p − Ψ . Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 12 Theorem (H.-Ibragimov-Kieu-Sobol) Let α > 0. (i) For all t ≥ 0, Z Z α b α b |p̄(x, t)| dx ≤ C 1 + |p̄(x, 0)|αb dx + [EnvA(b α, t)] α−a . U U (ii) If A(b α) < ∞ then Z lim sup t→∞ α b b |p̄(x, t)|α dx ≤ C 1 + A(b α) α−a . U (iii) If β(b α) < ∞ then there is T > 0 such that Z α b α b b b |p̄(x, t)|α dx ≤ C 1 + β(b α) α−2a + A(b α, t) α−a for all t ≥ T . U Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 13 For gradient and time derivative estimates, we denote Z hZ i 2−a r (1−a) 2 G1 (t) = |∇Ψ(x, t)| dx + |Ψt (x, t)|r0 dx 0 U U hZ i1 r + |Ψt (x, t)|r0 dx 0 , U Z Z 2 G2 (t) = |∇Ψt (x, t)| dx + |Ψt (x, t)|2 dx, U U Z G3 (t) = G1 (t) + G2 (t), G4 (t) = G3 (t) + |Ψtt |2 dx. U with r0 = Define n(2−a) (2−a)(n+1)−n . Z H(ξ) = ξ2 √ K ( s)ds for ξ ≥ 0. 0 Then H(ξ) ∼ K (ξ)ξ 2 ∼ ξ 2−a . Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 14 For t ≥ 0, recall from H.-Ibragimov (2011) that Z tZ Z Z t H(|∇p|)dxdτ ≤ C p̄ 2 (x, 0)dx + C G1 (τ )dτ, 0 U U 0 and Z tZ Z H(|∇p|)(x, t)dx + |p̄t (x, τ )|2 dxdτ U 0 U Z Z t 2 ≤ H(|∇p(x, 0)|) + p̄ (x, 0) dx + C G3 (τ )dτ. U 0 Let α ≥ b 2. For t > 0, recall from H.-Ibragimov-Kieu-Sobol that Z 2 |p̄t (x, t)| dx ≤ C (1 + t U −1 Z Z α ) 1 + |p̄(x, 0)| dx + H(|∇p(x, 0)|)dx U U Z t α G4 (τ )dτ . + [EnvA(α, t)] α−a + 0 Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 15 Uniform Gronwall estimates Lemma For t ≥ 1, Z t Z Z Z t H(|∇p|)dxdτ ≤ C p̄ 2 (x, t − 1)dx + C G1 (τ )dτ, t−1 U U t−1 Z Z Z 1 t H(|∇p|)(x, t)dx + p̄t2 (x, τ )dxdτ 2 U t−1/2 U Z Z t 2 ≤C p̄ (x, t − 1)dx + C G3 (τ )dτ, U t−1 Z Z Z t 2 2 p̄t (x, t)dx ≤ C p̄ (x, t − 1)dx + C G4 (τ )dτ. U Luan Hoang - Texas Tech U t−1 Single and Multi Phase Flows TTU - 9.3,10,17.2014 16 Interior L∞ -estimates for pressure Theorem Let U 0 b U. If T0 ≥ 0, T > 0 and θ ∈ (0, 1) then sup κ1 κ1 α−a kp(t)kL∞ (U 0 ) ≤ C (1 + T ) κ0 1 + (θT )−1 [T0 +θT ,T0 +T ] · 1 + kpkLα (U×(T0 ,T0 +T )) κ2 . Proof by De Giorgi’s technique with cut-off functions in both spatial and time variables. Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 17 Parabolic Poincaré-Sobolev inequality For each T > 0, denote QT = U × (0, T ). Recall α∗ = an 2−a . Lemma Assume α ≥ 2 and α > α∗ . Let p = α 1 + 2−a n − a. Then kukLp (QT ) ≤ C (1 + δT )1/p [[u]], where δ = 1 in general, δ = 0 in case u vanishes on the boundary ∂U, and [[u]] = ess sup ku(t)kLα (U) + Z T 0 [0,T ] Z |u|α−2 |∇u|2−a dxdt 1 α−a . U In case U = BR , the inequality holds with [[u]] defined by R 1 n( α − p1 ) ess sup ku(t)kLα (BR ) +R [0,T ] Luan Hoang - Texas Tech n+2−a − pn α−a Z T 0 Single and Multi Phase Flows Z |u|α−2 |∇u|2−a dxdt 1 α−a . BR TTU - 9.3,10,17.2014 18 Fast decaying geometry sequences with multiple rates Lemma Let {Yi }∞ i=0 be a sequence of non-negative numbers satisfying Yi+1 ≤ m X Ak Bki Yi1+µk , i = 0, 1, 2, · · · , k=1 where Ak > 0, Bk > 1 and µk > 0 for k = 1, 2, . . . , m. Let B = max{Bk : 1 ≤ k ≤ m} and µ = min{µk : 1 ≤ k ≤ m}. If m X Ak Y0µk ≤ B −1/µ then lim Yi = 0. k=1 In particular, if Y0 ≤ min{(m−1 A−1 k B limi→∞ Yi = 0. Luan Hoang - Texas Tech − µ1 1/µk ) Single and Multi Phase Flows i→∞ : 1 ≤ k ≤ m} then TTU - 9.3,10,17.2014 19 Theorem Let U 0 b U. (i) If t ∈ (0, 1) then κ2 κ1 1 kp(t)kL∞ (U 0 ) ≤ Ct − α−a 1 + kp̄0 kLα + [EnvA(α, t)] α−a + kΨkLα (U×(0,t)) . If t ≥ 1 then κ2 1 kp(t)kL∞ (U 0 ) ≤ C 1 + kp̄0 kLα + [EnvA(α, t)] α−a + kΨkLα (U×(t−1,t)) . (ii) If A(α) < ∞ then 1 lim sup kp(t)kL∞ (U 0 ) ≤ C 1 + A(α) α−a + lim sup kΨkLα (U×(t−1,t)) t→∞ κ2 . t→∞ (iii) If β(α) < ∞ then there is T > 0 such that for all t ≥ T , 1 1 kp(t)kL∞ (U 0 ) ≤ C 1 + β(α) α−2a + A(α, t) α−a + kΨkLα (U×(t−1,t)) Luan Hoang - Texas Tech Single and Multi Phase Flows κ2 TTU - 9.3,10,17.2014 . 20 Interior Ls -estimates for pressure gradient Ladyzhenskaya-Uraltseva type embedding: Lemma For each s ≥ 1, there exists a constant C > 0 depending on s such that for each smooth cut-off function ζ(x) ∈ Cc∞ (U), the following inequality holds Z hZ K (|∇p|)|∇p|2s+2 ζ 2 dx ≤ C max |p|2 K (|∇p|)|∇p|2s−2 |∇2 p|2 ζ 2 dx suppζ U U Z i + K (|∇p|)|∇p|2s |∇ζ|2 dx , U for every sufficiently regular function p(x) such that the right hand side is well-defined. Key property. −aK (ξ) ≤ ξK 0 (ξ) ≤ 0. Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 21 We establish the basic step for the Ladyzhenskaya-Uraltseva iteration. Lemma For each s ≥ 0, if T0 ≥ 0, T > 0, and ζ(x, t) is a smooth cut-off function then Z Z ζ dx+ 2s+2 2 |∇p(x, t)| sup [T0 ,T0 +T ] U Z T0 +T T0 Z ≤C K (|∇p|)|∇p| T0 T0 +T 2s+2 Z K (|∇p|)|∇2 p|2 |∇p|2s ζ 2 dxdt U Z 2 T0 +T Z |∇p|2s+2 ζ|ζt |dx. |∇ζ| dxdt+C U T0 U As a consequence, for 0 < θ0 < θ < 1, Z T0 +T T0 Z K (|∇p|)|∇p|2s+4 ζ 2 dxdt ≤ C sup [T0 +θ0 T ,T0 +T ] U Z T0 +T Z · T0 Luan Hoang - Texas Tech kpk2L∞ (V ) (1 + K (|∇p|)|∇p|2s+2+a )(|∇ζ|2 + ζ|ζt |)dxdt. U Single and Multi Phase Flows TTU - 9.3,10,17.2014 22 Proposition Let U 0 b V b U, T0 ≥ 0, T > 0 and θ ∈ (0, 1). If s ≥ 2 then Z T0 +T Z T0 +θT s−2 K (|∇p|)|∇p|s dxdt ≤ C 1 + (θT )−1 U0 · 1+ sup [T0 +θT /2,T0 +T ] Z kpk2L∞ (V ) T0 +T Z · T0 Z s−2 (1 + K (|∇p|)|∇p|2 )dxdt, U s+a−1 |∇p(x, t)|s dxdt ≤ C 1 + (θT )−1 sup t∈[T0 +θT ,T0 +T ] U 0 · 1+ sup [T0 +θT /2,T0 +T ] Z kpk2L∞ (V ) T0 +T Z · T0 Luan Hoang - Texas Tech s−2+a (1 + K (|∇p|)|∇p|2 )dxdt. U Single and Multi Phase Flows TTU - 9.3,10,17.2014 23 Theorem Let U 0 b U and s ≥ 2. If t ∈ (0, 2) then Z U0 |∇p(x, t)|s dx ≤ Ct −µ1 (1 + kp̄0 kLα )µ2 +2 µ2 1 · 1 + [EnvA(α, t)] α−a + kΨkLα (U×(0,t)) Z t · 1+ G1 (τ )dτ , 0 If t ≥ 2 then Z U0 |∇p(x, t)|s dx ≤ C (1 + kp̄0 kLα )µ2 +α µ2 +α 1 · 1 + [EnvA(α, t)] α−a + kΨkLα (U×(t−2,t)) Z t · 1+ G1 (τ )dτ . t−1 Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 24 Theorem Let U 0 b U and s ≥ 2. (i) If A(α) < ∞ then Z lim sup t→∞ µ2 +α 1 |∇p(x, t)|s dx ≤ C 1+A(α) α−a +lim sup kΨkLα (U×(t−1,t)) t→∞ U0 Z t · 1 + lim sup G1 (τ )dτ . t→∞ t−1 (ii) If β(α) < ∞ then there is T > 0 such that for all t > T , Z |∇p(x, t)|s dx µ2 +α 1 1 ≤ C 1 + β(α) α−2a + sup A(α, ·) α−a + kΨkLα (U×(t−2,t)) U0 [t−1,t] Z t · 1+ G1 (τ )dτ . t−1 Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 25 Interior L∞ -estimates for pressure gradient For each m = 1, 2, . . . , n, denote um = pxm and u = (u1 , u2 , . . . , un ) = ∇p. We have P h ui ∂m ui i ∂um 0 = ∂m (∇ · (K (|u|)u)) = ∇ · (K (|u|)∂m u) + ∇ · K (|u|) i u . ∂t |u| Since ∂i um = ∂m ui , we have ∂ · · · , ∂m un ) = (∂1 um , · · · , ∂n um ) = ∇um , and m u = (∂m u1 ,P P i ui ∂m ui = i ui ∂i um = u · ∇um . Therefore, we rewrite (1) as h u · ∇um i ∂um = ∇ · (K (|u|)∇um ) + ∇ · K 0 (|u|) u . ∂t |u| Then use De Giorgi’s iteration. Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 26 Weighted parabolic Sobolev-Poincaré inequality Lemma Given W (x, t) > 0 on QT . Let r be a number that satisfies Set def % = %(r ) == 4(1 − 1/r ∗ ). 2n n+2 < r < 2. Then n 1 Z 2−r o r %r kukL% (QT ) ≤ C [[u]]2,W ;T δT % +ess sup W (x, t)− 2−r χsupp u (x, t)dx U t∈[0,T ] where δ = 1 in general, δ = 0 in case u vanishes on the boundary ∂U, and [[u]]2,W ;T = ess sup ku(t)kL2 (U) + [0,T ] Luan Hoang - Texas Tech Z T Z 0 Single and Multi Phase Flows W (x, t)|∇u|2 dxdt 1 2 . U TTU - 9.3,10,17.2014 27 Theorem Let U 0 b V b U. For any T0 ≥ 0, T > 0, and θ ∈ (0, 1), if t ∈ [T0 + θT , T0 + T ] then k∇p(t)kL∞ (U 0 ) ≤ C (1 + (θT )−1 ) s1 +1 2 s1 λ 2 k∇pkL2 (V ×(T0 +θT /2,T0 +T )) , where λ = λ(T0 , T , θ; V ) = Z T0 +T T0 +θT /2 Luan Hoang - Texas Tech Z (1 + |∇p|) as0 2−s0 dxdt 2−s0 s0 . V Single and Multi Phase Flows TTU - 9.3,10,17.2014 28 Theorem If t ∈ (0, 2) then k∇p(t)kL∞ (U 0 ) ≤ Ct −κ4 /2 (1 + kp̄0 kLα )s3 (κ5 +1) s3 κ5 1 · 1 + EnvA(α, t) α−a + kΨkLα (U×(0,t)) Z t s3 /2 · 1+ . G1 (τ )dτ 0 If t ≥ 2 then k∇p(t)kL∞ (U 0 ) ≤ C (1 + kp̄0 kLα )s3 (κ5 +α/2) s3 (κ5 +α/2) 1 · 1 + [EnvA(α, t)] α−a + kΨkLα (U×(t−2,t)) Z t s3 /2 G1 (τ )dτ . · 1+ t−1 Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 29 Theorem (i) If A(α) < ∞ then lim sup k∇p(t)kL∞ (U 0 ) t→∞ s3 (κ5 +α/2) 1 ≤ C 1 + A(α) α−a + lim sup kΨkLα (U×(t−1,t)) t→∞ Z t s3 /2 · 1 + lim sup . G1 (τ )dτ t→∞ t−1 (ii) If β(α) < ∞ then there is T > 0 such that when t > T we have k∇p(t)kL∞ (U 0 ) s3 (κ5 +α/2) 1 1 ≤ C 1 + β(α) α−2a + sup A(α, ·) α−a + kΨkLα (U×(t−2,t)) [t−1,t] Z t · 1+ G1 (τ )dτ s3 /2 . t−1 Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 30 Interior L∞ -estimates for time derivative of pressure Let q = pt . Then ∂q = ∇ · K (|∇p|)∇p t . ∂t Using De Giorgi’s iterations and weighted parabolic Sobolev-Poincaré inequality, we obtain Proposition Let U 0 b V b U. If T0 ≥ 0, T > 0 and θ ∈ (0, 1), then sup s1 kpt kL∞ (U 0 ) ≤ C λ 2 (1 + (θT )−1 ) [T0 +θT ,T0 +T ] s1 +1 2 kpt kL2 (U×(T0 ,T0 +T )) , where λ = λ(T0 , T , θ; V ) = Z T0 +T T0 +θT /2 Luan Hoang - Texas Tech Z as0 (1 + |∇p|) 2−s0 dxdt 2−s0 s0 . V Single and Multi Phase Flows TTU - 9.3,10,17.2014 31 Theorem Let U 0 b U. For t ∈ (0, 2), kpt (t)kL∞ (U 0 ) ≤ Ct −κ6 /2 1 · 1 + [EnvA(α, t)] α−a κ7 Z 1/2 . H(|∇p(x, 0)|)dx U Z t κ8 s3 /2 . + kΨkLα (U×(0,t)) 1+ G3 (τ )dτ ) 1 + kp̄0 kLα 1+ 0 For t ≥ 2, kpt (t)kL∞ (U 0 ) ≤ C (1 + kp̄0 kLα )κ9 κ9 1 · 1 + [EnvA(α, t)] α−a + kΨkLα (U×(t−2,t)) Z t s3 /2 · 1+ G3 (τ )dτ . t−1 Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 32 Theorem Let U 0 b U. (i) If A(α) < ∞ then κ9 1 lim sup kpt (t)kL∞ (U 0 ) ≤ C 1 + A(α) α−a + lim sup kΨkLα (U×(t−1,t)) t→∞ t→∞ Z t s3 /2 . G3 (τ )dτ · 1 + lim sup t→∞ t−1 (ii) If β(α) < ∞ then there is T > 0 such that for all t > T , κ9 1 1 kpt (t)kL∞ (U 0 ) ≤ C 1 + β(α) α−2a + sup A(α, ·) α−a + kΨkLα (U×(t−2,t)) [t−1,t] Z t · 1+ G3 (τ )dτ s3 /2 . t−1 Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 33 Interior L2 -estimates for pressure’s Hessian We estimate the L2 -norm of the Hessian ∇2 p = (pxi xj )i,j=1,2,...,n . Lemma Let U 0 b V b U. For t > 0, a Z 1/2 k∇2 p(t)kL2 (U 0 ) ≤ C 1 + k∇p(t)kL∞ (V ) [|∇p|2−a + |pt |2 ]dx . U Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 34 Theorem Let U 0 b U. (i) For t ∈ (0, 2), one has 2 k∇ p(t)kL2 (U 0 ) ≤ Ct 1 · 1 + EnvA(α, t) α−a Z 1/2 H(|∇p(x, 0)|)dx U Z t κ12 s4 /2 + kΨkLα (U×(0,t)) 1+ . G4 (τ )dτ −κ10 /2 (1 + kp̄0 kLα ) κ11 1+ 0 (ii) If t ≥ 2 then one has k∇2 p(t)kL2 (U 0 ) ≤ C (1 + kp̄0 kLα )κ11 κ11 1 · 1 + [EnvA(α, t)] α−a + kΨkLα (U×(t−2,t)) Z t s4 /2 · 1+ G4 (τ )dτ . t−1 Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 35 Theorem (Continued) (iii) If A(α) < ∞ then κ11 1 lim sup k∇2 pkL2 (U 0 ) ≤ C 1 + A(α) α−a + lim sup kΨkLα (U×(t−1,t)) t→∞ t→∞ Z t s4 /2 . · 1 + lim sup G4 (τ )dτ t→∞ t−1 (iv) If β(α) < ∞ then there is T > 0 such that for t > T , κ11 1 1 k∇2 p(t)kL2 (U 0 ) ≤ C 1+β(α) α−2a + sup A(α, ·) α−a +kΨkLα (U×(t−2,t)) [t−1,t] Z · 1+ t G4 (τ )dτ s4 /2 . t−1 Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 36 Table of Contents 1 Introduction 2 Single-phase Forchheimer flows 3 Two-phase incompressible Forchheimer flows One-dimensional problem Multi-dimensional problem Steady states Linearized problem In bounded domains In unbounded domains Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 37 Two-phase incompressible Forchheimer flows For each ith-phase (i = 1, 2), saturation Si ∈ [0, 1], density ρi ≥ 0, velocity ui ∈ Rn , and , and pressure pi ∈ R. The saturations satisfy S1 + S2 = 1. Each phase’s velocity obeys the generalized Forchheimer equation. Conservation of mass holds for each of the phases: ∂t (φρi Si ) + div(ρi ui ) = 0, i = 1, 2. Due to incompressibility of the phases, i.e. ρi = const. > 0, it is reduced to φ∂t Si + div ui = 0, i = 1, 2. Let pc be the capillary pressure between two phases, more specifically, p1 − p2 = pc . Darcy’s flows. Kruzkov, Sukorjanski, Alt, DiBenedetto, Cances, Mikelic, Galusinski, Saad, Chemetov, Neves ... Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 38 Denote S = S1 and pc = pc (S). Then gi (|ui |)ui = −fi (S)∇pi , i = 1, 2, ∇p1 − ∇p2 = pc0 (S)∇S. Hence F2 (S)g2 (|u2 |)u2 − F1 (S)g1 (|u1 |)u1 = ∇S, where Fi (S) = 1 pc0 (S)fi (S) , i = 1, 2. In summary, 0 ≤ S = S(x, t) ≤ 1, St = −div u1 , St = div u2 , ∇S = F2 (S)G2 (u2 ) − F1 (S)G1 (u1 ). Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 39 One-dimensional problem Assumption A. f1 , f2 ∈ C ([0, 1]) ∩ C 1 ((0, 1)), f1 (0) = 0, f10 (S) > 0, f2 (1) = 0, f20 (S) < 0 on (0, 1). Assumption B. pc0 ∈ C 1 ((0, 1)), pc0 (S) > 0 on (0, 1). Theorem (H.-Kieu-Ibragimov 2013) • There are 16 types of non-constant steady states (based on their monotonicity and asymptotic behavior as x → ±∞). • The steady states which are never zero nor one are linearly stable. Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 40 Multi-dimensional problem In Rn , steady states: div u1 = div u2 = 0, ∇S = F2 (S)G2 (u2 ) − F1 (S)G1 (u1 ). Steady states with geometric constraints: u∗1 (x) = c1 |x|−n x, u∗2 (x) = c2 |x|−n x, S∗ (x) = S(|x|), where c1 , c2 are constants and S(r ) is a solution of the following ODE: S 0 = F (r , S(r )) for r > r0 , S(r0 ) = s0 , 0 < S(r ) < 1. where s0 is always a number in (0, 1) and F (r , S(r )) = G2 (c2 r 1−n )F2 (S) − G1 (c1 r 1−n )F1 (S). Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 41 Theorem There exists a maximal interval of existence [r0 , Rmax ), where Rmax ∈ (r0 , ∞], and a unique solution S ∈ C 1 ([r0 , Rmax ); (0, 1)). Moreover, if Rmax is finite then either lim S(r ) = 0 − r →Rmax or lim S(r ) = 1. − r →Rmax Theorem If solution S(r ) exists in [r0 , ∞), then it eventually becomes monotone and, consequently, s∞ = limr →∞ S(r ) exists. In case n = 2 and c12 + c22 > 0, let s ∗ = (f1 /f2 )−1 (i) If c1 ≤ 0 and c2 ≥ 0 then s∞ = 1. (ii) If c1 ≥ 0 and c2 ≤ 0 then s∞ = 0. (iii) If c1 , c2 < 0 then s∞ = s ∗ . (iv) If c1 , c2 > 0 then s∞ ∈ {0, 1, s ∗ }. Luan Hoang - Texas Tech Single and Multi Phase Flows c1 a10 c2 a20 . TTU - 9.3,10,17.2014 42 Linearized problem The formal linearized system at the steady state (u∗1 (x), u∗2 (x), S∗ (x)) is σt = −div v1 , ∇σ = σt = div v2 , 0 F2 (S∗ )G2 (u∗2 )v2 + F20 (S∗ )σG2 (u∗2 ) − F1 (S∗ )G01 (u∗1 )v1 + F10 (S∗ )σG1 (u∗1 ) . Let v = v1 + v2 . Then div v = 0. Assume v = V(x, t) is given . Let B = B(x) = F2 (S∗ )G02 (u∗2 ) + F1 (S∗ )G01 (u∗1 ), A = A(x) = B(x)−1 b = b(x) = F20 (S∗ )G2 (u∗2 ) − F10 (S∗ )G1 (u∗1 ), c = c(x, t) = F1 (S∗ )G01 (u∗1 )V(x, t). Decoupling the linearized system: h i σt = ∇ · A(∇σ − σb) + ∇ · (Ac), v2 = A(∇σ − σb) + Ac, Luan Hoang - Texas Tech v1 = V − v2 . Single and Multi Phase Flows TTU - 9.3,10,17.2014 43 Lemma For any c12 + c22 > 0 and x 6= 0, matrices B(x) and A(x) are symmetric, invertible and positive definite. Also, matrix B has the following special property: B(x)x = 2 n X o Fi (Ŝ(|x|)) gi (|ci ||x|1−n ) + gi0 (|ci ||x|1−n )|ci ||x|1−n x i=1 = φ(|x|)x, where φ(r ) = 2 X Fi (Ŝ(r )) gi (|ci |r 1−n ) + gi0 (|ci |r 1−n )|ci |r 1−n . i=1 Now consider “good” steady states. Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 44 In Bounded domains def Let R > r0 > 0, U ⊂ U == BR \ B̄r0 . Denote Γ = ∂U, D = U × (0, ∞) and D = U × (0, ∞). Initial-boundary value problem (IBVP): h i σ = ∇ · A(∇σ − σb) + ∇ · (Ac) on U × (0, ∞), t σ = g (x, t) on Γ × (0, ∞), σ = σ (x) on U × {t = 0}. 0 Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 45 Condition (E1). F1 , F2 ∈ C 7 ((0, 1)) and V ∈ Cx6 (D̄); Vt ∈ Cx3 (D̄). Theorem def Assume (E1) and ∆4 == supD (|V(x, t)| + |∇V(x, t)|) + supΓ×[0,∞) |g (x, t)| is finite. Then the solution σ(x, t) of the linearized equation satisfies h i sup |σ(x, t)| ≤ C e −η1 t sup |σ0 (x)| + ∆4 for all t > 0. x∈U U Moreover, lim sup sup |σ(x, t)| ≤ C ∆5 , t→∞ x∈U where h i ∆5 = lim supt→∞ supx∈U (|V(x, t)| + |∇V(x, t)|) + supx∈Γ |g (x, t)| . Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 46 Theorem def Assume (E1), and ∆6 == supD (|V(x, t)| + |∇V(x, t)| + |∇2 V(x, t)|) and def ∆7 == supΓ×[0,∞) |g (x, t)| are finite. Then for any U 0 b U, there is M̃ > 0 such that for i = 1, 2, x ∈ U 0 and t > 0, i √ 1 h −η1 t sup |vi (x, t)| ≤ M̃ 1 + √ e sup |σ0 (x)| + ∆6 + ∆6 + ∆7 . t U x∈U 0 Consequently, if n o lim sup(|V(x, t)| + |∇V(x, t)| + |∇2 V(x, t)|) + sup |g (x, t)| = 0, t→∞ x∈U x∈Γ then for any x ∈ U, lim v1 (x, t) = lim v2 (x, t) = 0. t→∞ Luan Hoang - Texas Tech t→∞ Single and Multi Phase Flows TTU - 9.3,10,17.2014 47 Structure and Transformation Rewrite vector function b(x) explicitly as |c2 | c2 |c1 | c1 b(x) = F20 (S∗ (x))g2 ( n−1 ) n − F10 (S∗ (x))g1 ( n−1 ) n x = λ(|x|)x, |x| |x| |x| |x| where |c2 | c2 |c1 | c1 λ(r ) = F20 (Ŝ(r ))g2 ( n−1 ) n − F10 (Ŝ(r ))g1 ( n−1 ) n . r r r r By defining Z 2 p Z |x| 1 |x| λ( ξ)dξ = r λ(r )dr , Λ(x) = 2 r02 r0 we have for x 6= 0 that b(x) = ∇Λ(x). Let w (x, t) = e −Λ(x) σ(x, t). Then w satisfies wt − ∇ · A∇w − ∇Λ · A∇w = e −Λ ∇ · (Ac). Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 48 New system Define the differential operator Lw = ∂t w − ∇ · (A∇w ) − b · A∇w . Corresponding IBVP for w (x, t) is Lw = f0 w (x, 0) = w0 (x) w (x, t) = G (x, t) in U × (0, ∞), in U, on Γ × (0, ∞), where w0 (x) and G (x, t) are given initial data and boundary data, respectively, and f0 (x, t) is a known function. • For the velocities, we have v2 = A ∇(e Λ w ) − e Λ w b + Ac = A e Λ ∇w + we Λ ∇Λ − e Λ w b + Ac. Thus, v2 = e Λ A∇w + Ac, Luan Hoang - Texas Tech v1 = V − v2 . Single and Multi Phase Flows TTU - 9.3,10,17.2014 49 Lemma of growth in time of Landis type Barrier function. Define ( ϕ(x) t −s e − t W (x, t) = 0 if t > 0, if t ≤ 0, where the number s > 0 and the function ϕ(x) > 0 will be decided later. Then n o ϕ LW = t −s−2 e − t t − s + ∇ · (A∇ϕ) + b · A∇ϕ + ϕ − (A∇ϕ) · ∇ϕ . Thus, LW ≤ 0 if s ≥ ∇ · (A∇ϕ) + b · A∇ϕ Luan Hoang - Texas Tech and ϕ ≤ (A∇ϕ) · ∇ϕ. Single and Multi Phase Flows TTU - 9.3,10,17.2014 50 We will choose ϕ to satisfy A∇ϕ = κ0 x, where κ0 is a positive constant selected later. Equivalently, ∇ϕ = κ0 A−1 x = κ0 Bx = κ0 φ(|x|)x. Define for x ∈ Ū the function Z |x| ϕ(x) = κ0 ϕ0 + r φ(r )dr , where ϕ0 = r0 Select C0 C0 r02 and κ0 = . 2 2C1 def s = sR == κ0 (n + C2 R). Lemma 2,1 The function W (x, t) belongs to Cx,t (D) ∩ C (D̄) and satisfies LW ≤ 0 in D. Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 51 Lemma of growth in time We fix s = sR and also the following two parameters q= κ0 C0 2s and η0 = r 2s 0 R , and denote D1 = U × (0, qR 2 ]. Lemma (Lemma of growth in time) 2,1 Assume w (x, t) ∈ Cx,t (D1 ) ∩ C (D̄1 ). If Lw ≤ 0 on D1 and then max{0, sup w (x, qR 2 )} ≤ U Luan Hoang - Texas Tech w ≤ 0 on Γ × (0, qR 2 ), 1 max{0, sup w (x, 0)}. 1 + η0 U Single and Multi Phase Flows TTU - 9.3,10,17.2014 52 Proof. Let M = max{0, supŪ w (x, 0)}, W̃ = M[1 − ηW ], η > 0 selected later, t1 = qR 2 . Applying maximum principle for W̃ gives w (x, t1 ) ≤ W̃ (x, t1 ) ≤ M(1 − ηC (s, R)) = M(1 − η0 ) ≤ M/(1 + η0 ). Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 53 Proposition (Homogeneous problem) 2,1 Assume w (x, t) ∈ Cx,t (D) ∩ C (D̄) satisfies Lw = 0 in D Let η1 = ln(1+η0 ) . qR 2 and w = 0 on Γ × (0, ∞). Then − e −η1 t inf |w (x, 0)| ≤ w (x, t) ≤ (1 + η0 )e −η1 t sup |w (x, 0)| U ∀(x, t) ∈ D. U Proposition (Non-homogeneous problem) Assume f0 ∈ C (D̄) and def ∆1 == supU×(0,∞) |f0 (x, t)| + supΓ×(0,∞) |G (x, t)| < ∞ The solution 2,1 w (x, t) ∈ Cx,t (D) ∩ C (D̄) satisfies |w (x, t)| ≤ C e −η1 t sup |w0 (x)| + ∆1 ∀(x, t) ∈ D. U Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 54 Bernstein’s estimates Proposition Assume f0 ∈ C (D̄), ∇f0 ∈ C (D), ∆1 < ∞ and def ∆3 == sup |∇f0 | < ∞. D 2,1 For any U 0 b U there is M̃ > 0 such that if w (x, t) ∈ Cx,t (D) ∩ C (D̄) is a 3 1 solution of (16) that also satisfies w ∈ Cx (D) and wt ∈ Cx (D), then h √ i 1 ih |∇w (x, t)| ≤ M̃ 1+ √ e −η1 t sup |w (x, 0)|+∆1 + ∆3 t U Luan Hoang - Texas Tech Single and Multi Phase Flows ∀(x, t) ∈ U 0 ×(0, ∞ TTU - 9.3,10,17.2014 55 In unbounded domains Outer domain U = Rn \ B̄r0 . Notation. For R > r > 0, denote Or = Rn \ B̄r , Or ,R = BR \ B̄r . Let Γ = ∂U = {x : |x| = r0 } and D = U × (0, ∞). Similar IBVP for σ(x, t): h i σ = ∇ · A(∇σ − σb) + ∇ · (Ac) on U × (0, ∞), t σ = g (x, t) on Γ × (0, ∞), σ = σ (x) on U × {t = 0}. 0 Define the differential operator Lw = ∂t w − ∇ · (A∇w ) − b · A∇w . Corresponding IBVP for w (x, t) is Lw = f0 w (x, 0) = w0 (x) w (x, t) = G (x, t) Luan Hoang - Texas Tech in U × (0, ∞), in U, on Γ × (0, ∞). Single and Multi Phase Flows TTU - 9.3,10,17.2014 56 Maximum principle for unbounded domain Theorem 2,1 Let T > 0 and w (x, t) be a bounded function in Cx,t (UT ) ∩ C (ŪT ) that solves Lw = f0 in UT , where f0 ∈ C (ŪT ). Then sup |w (x, t)| ≤ sup |w (x, t)| + (T + 1) sup |f0 |. ∂p UT ŪT ŪT Barrier function: def ϕ(x) W (x, t) == (T − t)−s e T −t for (x, t) ∈ Or0 ,R × (0, T ), where constant s > 0 and function ϕ(x) > 0 will be decided later. Elementary calculations give n o ϕ LW = (T −t)−s−2 e T −t (T −t) s−∇·(A∇ϕ)−b·A∇ϕ +ϕ−(A∇ϕ)·∇ϕ . Then LW ≥ 0 if s ≥ ∇ · (A∇ϕ) + b · A∇ϕ and ϕ ≥ (A∇ϕ) · ∇ϕ. Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 57 Choose Z |x| ϕ(x) = κ1 ϕ1 + r φ(r )dr , r0 where ϕ1 = C1 r02 2 > 0 and κ1 = C1 2C0 , and def s = sR == C3 (1 + R). • With this barrier function, we can prove the maximum principle in the outter domain, and hence the uniqueness of bounded solution w . Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 58 Lemma of growth in spatial variables Let R > 0 and ` ≥ R + r0 . Denote OR (`) = O`−R,`+R = {x ∈ Rn : ||x|−`| < R} and S` = {x ∈ Rn : |x| = `}. Define the barrier function of Landis type ψ(x) 1 W(x, t) = e − t+1 for |x| ≥ r0 , t ≥ 0, s (t + 1) where parameter s > 0 and function ψ > 0. Then LW ≤ 0 if s ≥ ∇ · (A∇ψ) + b · A∇ψ We can choose s = C3 (1 + R) and Z ψ(x, t) = κ2 (*) and ψ ≤ (A∇ψ) · ∇ψ. |x| (r − `)φ(r )dr . ` Lemma Given any R > 0 and ` ≥ R + r0 . Then the function W(x, t) in (*) 2,1 belongs to Cx,t (D) ∩ C (D̄) and satisfies LW ≤ 0 on OR (`) × (0, ∞). Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 59 Lemma (Lemma of growth in spatial variables) Given T > 0, let R = R(T ) = C4 (1 + T ), 1 1 η0 = η0 (T ) = 1 − C (T +1) , 5 2 (T + 1)2C5 (T +1) 3 where C4 = max{1, κ8C } and C5 = C3 C4 . Suppose 2 eC0 2,1 w (x, t) ∈ Cx,t (UT ) ∩ C (ŪT ) satisfies Lw ≤ 0 on UT and w (x, 0) ≤ 0 on Ū. Let ` be any number such that ` ≥ R + r0 , then max 0, sup S` ×[0,T ] Luan Hoang - Texas Tech w (x, t) ≤ 1 max 0, sup w (x, t) . 1 + η0 ŌR (`)×[0,T ] Single and Multi Phase Flows TTU - 9.3,10,17.2014 60 Dichotomies Lemma Let T > 0 and R, η0 and w (x, t) be as in Lemma 36. For i ≥ 1, let m̄i = max 0, sup w (x, t) . Sr0 +iR ×[0,T ] Part A (Dichotomy for one cylinder). Then for any i ≥ 1, we have either of the following cases. (a) If m̄i+1 ≥ m̄i−1 , then m̄i+1 ≥ (1 + η0 )m̄i . (b) If m̄i−1 ≥ m̄i+1 , then m̄i−1 ≥ (1 + η0 )m̄i . Part B (Dichotomy for many cylinders). For any k ≥ 0, we have the following two possibilities: (i) There is i0 ≥ k + 1 such that m̄i0 +j ≥ (1 + η0 )j m̄i0 for all j ≥ 0. (ii) For all j ≥ 0, m̄k+j ≤ (1 + η0 )−j m̄k . Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 61 Theorem 2,1 Let w ∈ Cx,t (UT ) ∩ C (ŪT ) be a bounded solution of the IBVP on UT with f0 ∈ C (ŪT ). If lim w0 (x) = 0, |x|→∞ sup |f0 (x, t))| = 0, lim |x|→∞ 0≤t≤T then lim r →∞ Luan Hoang - Texas Tech sup |w (x, t)| = 0. Sr ×[0,T ] Single and Multi Phase Flows TTU - 9.3,10,17.2014 62 Corollary 2,1 Let w (x, t) ∈ Cx,t (D) ∩ C (D̄) be a bounded solution of (16) on D with f0 ∈ C (D̄). Assume w0 ∈ C (Ū), G ∈ C (Γ × [0, ∞)) are bounded, satisfy same conditions as above for each T > 0. Then there exists an increasing, continuous function r (t) > 0 satisfying limt→∞ r (t) = ∞ such that lim sup |w (x, t)| = 0. t→∞ Luan Hoang - Texas Tech x∈Ōr (t) Single and Multi Phase Flows TTU - 9.3,10,17.2014 63 Dealing with weight e Λ(x) From w (x, t), we return to σ(x, t) = we Λ(x) . • In the case n ≥ 3, 0 < C7−1 ≤ e Λ(x) ≤ C7 ∀|x| ≥ r0 . • In the case n = 2, e Λ(x) ≤ C8 Luan Hoang - Texas Tech ∀|x| ≥ r0 . Single and Multi Phase Flows TTU - 9.3,10,17.2014 64 Theorem Let n ≥ 3. Assume (E1) and def ∆10 == max{sup |σ0 (x)|, sup |g (x, t)|} < ∞, U Γ×[0,∞) def ∆11 == sup |∇ · (A(x)c(x, t))| < ∞. D Then, 2,1 (i) There exists a solution σ(x, t) ∈ Cx,t (D) ∩ C (D̄). This solution is unique in class of solutions σ(x, t) that satisfy sup |σ(x, t)| < ∞ for any T > 0. U×[0,T ] (ii) There is C > 0 such that for (x, t) ∈ D, |σ(x, t)| ≤ C ∆10 + ∆11 (t + 1) . Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 65 Theorem (continued) (iii) In addition, if lim σ0 (x) = 0 |x|→∞ and then lim r →∞ lim sup |∇·(A(x)c(x, t))| = 0 for each T > 0, |x|→∞ 0≤t≤T sup |σ(x, t)| = 0 for any T > 0, Sr ×[0,T ] and furthermore, there is a continuous, increasing function r (t) > 0 with limt→∞ r (t) = ∞ such that lim sup |σ(x, t)| = 0. t→∞ Luan Hoang - Texas Tech x∈Ōr (t) Single and Multi Phase Flows TTU - 9.3,10,17.2014 66 Theorem Let n = 2 and Ŝ(r ) be a solution (for the steady state) with c1 , c2 < 0. Assume (E1) and def ∆12 == max{sup e −Λ(x) |σ0 (x)|, sup |g (x, t)|} < ∞, U Γ×[0,∞) def ∆13 == sup e −Λ(x) |∇ · (A(x)c(x, t))| < ∞. D Then the following statements hold true. 2,1 (D) ∩ C (D̄). This solution is (i) There exists a solution σ(x, t) ∈ Cx,t unique in class of solutions σ(x, t) that satisfy sup e −Λ(x) |σ(x, t)| < ∞ for any T > 0. U×[0,T ] (ii) There is C > 0 such that for (x, t) ∈ D, |σ(x, t)| ≤ C ∆12 + ∆13 (t + 1) . Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 67 Theorem (continued) (iii) In addition, if lim e −Λ(x) σ0 (x) = 0 |x|→∞ and lim sup e −Λ(x) |∇ · (A(x)c(x, t))| = 0 |x|→∞ 0≤t≤T for each T > 0, then lim sup |σ(x, t)| = 0 for any T > 0, r →∞ Sr ×[0,T ] and furthermore, there is a continuous, increasing function r (t) > 0 with limt→∞ r (t) = ∞ such that lim sup |σ(x, t)| = 0. t→∞ Luan Hoang - Texas Tech x∈Ōr (t) Single and Multi Phase Flows TTU - 9.3,10,17.2014 68 THANK YOU FOR YOUR ATTENTION! Luan Hoang - Texas Tech Single and Multi Phase Flows TTU - 9.3,10,17.2014 69