An iterative procedure to solve a coupled two-fluids turbulence model
Abstract
This paper introduces a scheme for the numerical approximation of a model for two turbulent flows with coupling at an interface. We consider the variational formulation of the coupled model, where the turbulent kinetic energy equation is formulated by transposition. We prove the convergence of the approximation to this formulation for 3D flows for large turbulent viscosities and smooth enough flows, whenever bounded in W1,p Sobolev norms for p large enough. Under the same assumptions, we show that the limit is a solution of the initial problem. Finally, we give some numerical experiments to enlighten the theoretical work.
Full text
ESAIM: M2AN 44 (2010) 693–713 ESAIM: Ma hema ical Modelling and Nume ical Analysis
DOI: 10.1051/m2an/2010015 www.esaim-m2an.o g
AN ITERATIVE PROCEDURE TO SOLVE A COUPLED TWO-FLUIDS
TURBULENCE MODEL ∗
Tomas Chac´
on Rebollo1,S
´
ephane Del Pino2and D iss Yakoubi3
Abs ac . This pape in oduces a scheme o he nume ical app oxima ion o a model o wo u bu-
len lows wi h coupling a an in e ace. We conside he a ia ional o mula ion o he coupled model,
whe e he u bulen kine ic ene gy equa ion is o mula ed by ansposi ion. We p o e he con e gence
o he app oxima ion o his o mula ion o 3D lows o la ge u bulen iscosi ies and smoo h enough
lows, whene e bounded in W1,p Sobole no ms o pla ge enough. Unde he same assump ions, we
show ha he limi is a solu ion o he ini ial p oblem. Finally, we gi e some nume ical expe imen s
o enligh en he heo e ical wo k.
Ma hema ics Subjec Classifica ion. 63N30, 76M10.
Recei ed Ma ch 29, 2008. Re ised Augus 1s , 2009.
Published online Feb ua y 23, 2010.
1. In oduc ion
In his con ibu ion we ocus ou a en ion on he modelling o he su ace laye be ween he a mosphe e and
he ocean. We a e in e es ed in designing effec i e p ocedu es o sol e he ollowing coupled model:
⎧
⎪
⎪
⎪
⎪
⎪
⎪
⎪
⎪
⎨
⎪
⎪
⎪
⎪
⎪
⎪
⎪
⎪
⎩
−∇·(αi(ki)∇ui)+g ad pi= iin Ωi,
∇·ui=0inΩ
i,
−∇·(γi(ki)∇ki)=αi(ki)|∇ui|2in Ωi,
ui=0on Γi,
ki=0onΓ
i,
αi(ki)∂niui−pini+κ(ui−uj)|ui−uj|=0on Γ,1≤i=j≤2,
ki=λ|u1−u2|2on Γ.
(1.1)
Whe eeach iple(ui,p
i,k
i) is defined in he domain Ωi,1≥i≥2. The gene ic poin in R2, esp. inR3,is
deno ed by x=(x, z), esp. x=(x, y, z).
Keywo ds and ph ases. Ocean-a mosphe e coupling, u bulen lows, con e gence analysis, i e a i e me hod, spec al me hod.
∗T. Chac´on Rebollo was pa ially unded by EU Ma ie-Cu ie Fellowship P og amme, by Spanish Go e nmen G an MTM2006-
01275 and by Jun a de Andaluc´ıa G an P07-FQM-02538.
1Depa amen o de Ecuaciones Di e enciales y Analisis Nume ico, Uni e sidad de Se illa, Spain.
2CEA, DAM, DIF, 91297 A pajon, F ance.
3Labo a oi e Jacques-Louis Lions, Uni e si ´e Pie e e Ma ie Cu ie, 4 place Jussieu, 75005 Pa is Cedex, F ance.
A icle published by EDP Sciences c
EDP Sciences, SMAI 2010
694 T. CHAC ´
ON REBOLLO ET AL.
Sys em (1.1) is a simplified model o wo s a iona y u bulen flows in adjacen domains, coupled by bounda y
condi ions on he in e ace, such as he sys em a mosphe e-ocean. Indeed, i is a simplified ma hema ical
o mula ion o he RANS (Reynolds A e aged Na ie -S okes) model o o de 1 used o simula e a s a iona y
mean flow when con ec ion is neglec ed. This kind o modelling is o en used in enginee ing o geophysics,
see o ins ance Be na di e al. [6], Launde and Spalding [16], Mohammadi and Pi onneau [21], Pique [22],
Wilcox [23].
In wha ollows, Ωi(i=1,2) a e bounded domains o Rd,d=2,3, which a e ei he con ex o o class C1,1,
wi h bounda ies ∂Ωi=Γ
i∪Γ,Γ=Ω1∩Ω1being he in e ace be ween he wo fluids. Γ is assumed o be fla .
Indeed, we assume ha he so-called “ igid lid hypo hesis” (in oduced by B yan in [9]) holds, an hypo hesis
which is s anda d in geophysics and oceanog aphy. Each o he wo u bulen fluids is modeled by a simplified
one-equa ion u bulence model whose unknowns a e he eloci y uiand he u bulen kine ic ene gy (TKE) ki.
In he fi s equa ion we model he gene a ion o eddy iscosi y in flow iby he e m
−αi(ki)∇ui.
The (posi i e) quan i y αi(ki) is he eddy iscosi y. This is a simplifica ion o he usual modelling o Reynolds
S ess Tenso by
Ri≃−αi(ki)∇ui+∇ ui.
We p e e he fi s exp ession o simplici y o ma hema ical analysis, al hough ou analysis s ill holds o he
second one. We also neglec anspo effec s, we in end o analyze hem in a o hcoming pape . The fluids
a e assumed o be incomp essible (second equa ion). In he hi d equa ion we model he gene a ion o TKE by
means o a p oduc ion sou ce e m
αi(ki)|∇ui|2,
al hough he physical one should be
αi(ki)|∇ui+∇ ui|2.
Again, we p e e he fi s exp ession o simplici y o ma hema ical ea men . Also he u bulen diffusion
o TKE is he unc ion γi(ki). We neglec he iscous dissipa ion effec s, o a oid o manage an addi ional
s a is ic o he u bulence (a mixing leng h o he u bulen dissipa ion ε, o ins ance). We assume non-
slipping bounda y condi ions in he bounda y pa s Γi o simplici y ( ou h and fi h equa ions). These in
p ac ice a e eplaced by wall-laws o simula e he gene a ion o u bulence on solid bounda ies. The six h
equa ion globally models he in e ac ion o he wo bounda y laye s on one and ano he side o he in e ace Γ
as ic ion effec s, by means o a se o bounda y condi ions simila o Manning’s law. Finally, he las equa ion
models he p oduc ion o TKE in he in e ace. The coefficien s κiand λa e posi i e.
We assume ha he u bulen diffusions αiand γibelong o W1,∞(R)and e i yαi≥ν, γi≥ν, o some
ν>0. The eddy diffusions usually a e unbounded unc ions o he TKE o he o m a+b√k,asweusein
he nume ical simula ions epo ed in Sec ion 5(see o ins ance [8,17,21]). Bu his ende s he analysis much
mo e complex e en o a one-fluid u bulence model (see [18]). So we conside a simplified model, ha s ill
includes se e al ealis ic non-linea in e ac ions.
Sys em (1.1) was s udied in [3] whe e exis ence and uniqueness o small smoo h solu ions we e p o ed.
Spec al and Fini e Elemen disc e iza ions we e s udied in subsequen pape s by he same au ho s and co-
wo ke s (see [4,5]). In hese pape s, he abili y o hese disc e iza ion echniques o app oach he solu ion o
model (1.1) was p o ed. Howe e , in bo h cases he disc e iza ions achie ed consis ed in ully non-linea se s
o algeb aic equa ions. Ou pu pose he e is o de i e i e a i e p ocedu es o sol e sys em (1.1) ha decouples
he in e ac ion o he p oblem, leading o mildly non-linea p oblems.
Le us in oduce he unc ion spaces
Xi= i∈H1(Ωi); i=0on Γi,
L2
0(Ωi)=qi∈L2(Ωi); Ωi
qi=0
.(1.2)
AN ITERATIVE PROCEDURE TO SOLVE A COUPLED TWO-FLUIDS TURBULENCE MODEL 695
Conside also wo conjuga e posi i e eal numbe s and i.e.
1
+1
=1,such ha >d.
We in oduce he ollowing i e a i e p ocedu e o sol e (1.1): once known un
i∈Xi,pn
i∈L2
0(Ωi), ki∈W1, (Ωi),
i=1,2, sol e:
P oblem 1. Ob ain un+1
i∈Xi,i=1,2, such ha
Ωi
αi(kn
i)∇un+1
i:∇ idx−Ωi
(∇· i)pn+1
idx+κiΓ|un+1
i−un+1
j|(un+1
i−un+1
j)· idτ=Ωi
i· idτ,
∀ i∈Xi,and
Ωi
(∇·un+1
i)qidx=0,∀qi∈L2
0(Ωi),
and
P oblem 2. Ob ain kn+1
i∈W1, (Ωi),i=1,2, such ha
kn+1
i=0 onΓ
i,k
n+1
i=λ|un+1
1−un+1
2|2on Γ,
Ωi
γi(kn
i)kn+1
iϕidx=Ωi
αi(kn
i)|∇un+1
i|2ϕidx,∀ϕi∈W1,
0(Ωi).
Rema k 1.1. We ake >d o gi e a sense o he equa ion o he kiin model (1.1). Indeed, he e m
αi(kn
i)|∇un+1
i|2belongs o L1(Ωi), and i ollows om he Sobole Imbedding Theo em ha he es unc ion ϕi
in P oblem 2 belongs o L∞(Ωi), so ha he igh -hand membe is well defined.
Obse e ha P oblem 1 is in eali y non-linea due o he p esence o he Manning-like sou ce e m. This
is a mild non-linea i y due o he mono onic na u e o his e m, ha may be made explici in p ac ice i
mass-lumping echniques a e used.
Ou main esul s a es ha i he sequences (un
i)nand (kn
i)na e espec i ely bounded in W1,3+ε(Ωi)dand
W1,3(Ωi), hen, o small enough da a (in a con enien sense), he i e a i e scheme is con ac ing. This egula i y
is ealis ic, as i is no a om he W1,2 egula i y ha has been p o ed o p oblem (1.1) o gene al da a.
The main ing edien s o show he con e gence o ou scheme a e he con enien choices o es unc ions, and
he use o he ha monic li ings Rio Di ichle bounda y condi ions on Γ on he Ωi(see he p oo o Thm. 3.4).
Ou pape is o ganised as ollows. In Sec ion 2we in oduce a weak o mula ion o he abo e i e a i e
p ocedu e. Sec ion 3is de o ed o p o e he con ac i eness o he TKE sequence. Due o he p oduc ion e m
o he TKE on in e ace Γ: ki=λ|u1−u2|2, i is necessa y o es ima e he exp ession
|un+1
1−un+1
2|2−|un
1−un
2|2H
1
2
00(Γ) ,(1.3)
whe e he special space H
1
2
00(Γ) is he subspace o H1
2(Γ) whose ex ension by ze o o ∂Ω1( o ins ance, i could
be also o ∂Ω2) belongs o H1
2(∂Ω1). An in insic scala p oduc on H
1
2
00(Γ) is defined as
((u, ))H
1
2
00 (Γ) =Γ
u(x) (x)dx+ΓΓ
(u(x)−u(y)) ( (x)− (y))
|x−y|ddxdy+Γ
u(x) (x)
d(x, ∂Γ) ,(1.4)
whe e he fi s wo summands define he H1
2(Γ) scala p oduc (see Adams and Fou nie [1], Thm. 7.48). I s
exp ession in ol es he dis ance d(x, ∂Γ) o he bounda y o ∂Γ. I comes om he es ic ion o H
1
2
00(Γ) o he
scala p oduc in H1
2(∂Ω1) o ins ance. I is gi en by Lions and Magenes in [20], Chap e 1, Theo em 11.7.
696 T. CHAC ´
ON REBOLLO ET AL.
The es ima ion o (1.3) is done using a G is a d’s esul (Lem. 3.5 in he pape a hand, see [14] o he
o iginal e e ence) on es ima es in Ws,p o p oduc s o unc ions o Wsj,pj, o some eal numbe s s, sjand
some non-nega i e in ege s p, pj,j=1,2. Conce ning he sequence o p essu e i e a es (pn
i)n, we use a specific
in -sup condi ion (see Co . 3.7) o show ha i is a Cauchy sequence, see Theo em 3.8.
The con e gence analysis is pe o med in Sec ion 4.InTheo em4.1 we p o e ha he iple (un
i,kn
i,p
n
i)n
has a unique limi , which is a solu ion o he a ia ional o mula ion (2.3)–(2.4).
We finally p esen some nume ical es s in Sec ion 5. These es s a e ealized wi h he so wa e F eeFEM3D
(see [12]) in meaning ul si ua ions, ha ag ee wi h he expec a ions o ou esul .
2. I e a i e scheme
We shall a fi s desc ibe he weak o mula ion o p oblem (1.1). We assume ha αiand γia e bounded
unc ions om he se o nonnega i e eal numbe s R+on o R, and belong o W1,∞(Ωi), which sa is y
∀∈R+,δ
1≥αi()≥νand δ1≥γi()≥ν, (2.1)
and
∀∈R+,|α
i()|≤δ2and |γ
i()|≤δ2,(2.2)
whe e δ1,δ
2and νa e posi i e cons an s.
Sys em (1.1) admi s he ollowing a ia ional o mula ion:
Find (ui,p
i,k
i)∈Xi×L2(Ωi)×W1, (Ωi) such ha , o all ( i,q
i,ϕ
i)∈Xi×L2(Ωi)×W1,
0(Ωi),
ai(ki;ui, i)+bi( i,p
i)+κiΓ|ui−uj|(ui−uj)· idτ=Ωi
i· idx
bi(ui,q
i)=0,(2.3)
and,
ki=0onΓ
i,k
i=λ|ui−uj|2on Γ,and
Ci(ki;ki,ϕ
i)=Ωi
αi(ki)|∇ui|2ϕidx,(2.4)
whe e he o ms ai(·;·,·),b
i(·,·)andCi(·;·,·) a e defined by
ai(i;ui, i)=Ωi
α(i)∇ui:∇ idx,
bi( i,q
i)=−Ωi
qi∇· idx,
Ci(i;ki,ϕ
)=Ωi
γi(i)∇ki·∇ϕidx.
No e ha he bilinea o ms aiand Ciin (2.3) depend on ki.
Rema k 2.1. Since ui∈Xi hen i s ace on Γ belongs o H
1
2
00(Γ). Thus by using defini ion o his space ui|Γ
belongs o H1
2(Γ) and applying he Sobole embedding om H1
2(Γ) in o L3(Γ)d, we conclude ha he in eg al
Γ|ui−uj|(ui−uj)· idτis well defined.
AN ITERATIVE PROCEDURE TO SOLVE A COUPLED TWO-FLUIDS TURBULENCE MODEL 697
This o mula ion makes sense, as αi(ki)|∇ui|2∈W1, (Ωi)whenui∈Xi. In Lewandowski [19]i isp o ed
ha his o mula ion admi s a leas a solu ion.
We shall conside he ollowing i e a i e p ocedu e:
Gi en (un
i,p
n
i,kn
i)∈Xi×L2(Ωi)×W1, (Ωi),i=1,2, ob ain (un+1
i,p
n+1
i,kn+1
i)∈Xi×L2(Ωi)×W1, (Ωi),
such ha ∀( i,q
i,ϕ
i)∈Xi×L2(Ωi)×W1,
0(Ωi),
ai(kn
i;un+1
i,∇ i)+bi( i,p
n+1
i)+κiΓ|un+1
i−un+1
j|(un+1
i−un+1
j)· idτ=Ωi
i· idτ, (2.5)
and bi(un+1
i,q
i)=0,(2.6)
and
kn+1
i=0onΓ
i,(2.7)
kn+1
i=λ|un+1
1−un+1
2|2on Γ,(2.8)
Ci(kn
i;kn+1
i,ϕ
i)=Ωi
αi(kn
i)|∇un+1
i|2ϕidx.(2.9)
3. Con ac i eness
In his sec ion we p o e ha he sequence o TKE (kn
i)nis con ac ing, and ha consequen ly he sequences
o eloci ies (un
i)nalso is con ac ing, in he sense ha
⎧
⎪
⎪
⎪
⎪
⎨
⎪
⎪
⎪
⎪
⎩
2
i=1 ∇(un+1
i−un
i)2
L2(Ωi)≤K
2
i=1 ∇(kn
i−kn−1
i)2
L2(Ωi),and
2
i=1 ∇(kn+1
i−kn
i)2
L2(Ωi)≤K
2
i=1 ∇(kn
i−kn−1
i)2
L2(Ωi).
(3.1)
We may in e p e hese inequali ies in he sense ha he sequence o pai s (un
i,kn
i)nis con ac ing in he Hilbe
space Xi×L2(Ωi). Howe e , o simpli y ou de i a ion, we shall no explici ly use his space. Finally, we show
ha he p essu es (pn
i)nis a Cauchy sequence.
We suppose om now on ha he sequences (un
i)nand (kn
i)n e i y he ollowing hypo hesis.
Hypo hesis 3.1. ∀n∈N,un
i∈W1,3+ε(Ωi)dand kn
i∈W1,3(Ωi), and one has
un
iW1,3+ε(Ωi)d≤M, kn
iW1,3(Ωi)≤M,
whe e Mand εa e wo ixed posi i e numbe s.
Rema k 3.2. No e ha he na u al es ima es o eloci ies in model (1.1)a einH1no m, no in W1,3no m.
Indeed, choosing iequal o 1
κiun+1
i∈Xiin equa ion (2.5), and summing upon i=1,2gi es
2
i=1
1
κiΩi
αi(kn
i)|∇un+1
i|2dx+Γ|un+1
1−un+1
2|3dτ=
2
i=1
1
κiΩi
iun+1
idx.
Since he in eg a ed e m on Γ is nonnega i e and hanks o (2.1), we deduce
ν
cM
2
i=1 ∇un+1
i2
L2(Ωi)d≤1
cm
2
i=1 Ωi
iun+1
idx.
698 T. CHAC ´
ON REBOLLO ET AL.
Using he Cauchy-Schwa z and Poinca ´e-F ied ichs inequali ies, we ob ain
2
i=1 ∇un+1
i2
L2(Ωi)d≤c
ν2
2
i=1 i2
L2(Ωi)d,(3.2)
whe e cis a posi i e cons an , depending only on he domains Ωiand he ic ion coefficien s κi.
We nex p o e ha he con ac i eness o he TKE implies ha o he eloci ies.
Lemma 3.3. Assume ha Hypo hesis 3.1 holds and ha i∈L2(Ωi)d,i=1,2. Then he e exis s a posi i e
cons an c, depending only on Ωi, such ha
2
i=1 ∇(un+1
i−un
i)2
L2(Ωi)d≤cδ2
2M2
ν2
2
i=1 ∇(kn
i−kn−1
i)2
L2(Ωi)d.(3.3)
P oo . Le us ake i=1
κi
(un+1
i−un
i)∈Xias a es unc ion in (2.5)a i e a ionsnand n+ 1. Then,
calcula ing he diffe ence be ween bo h ob ained equa ions, and summing on i=1,2, yields
2
i=1
1
κiΩi
αi(kn)∇un+1
i−un
i:∇un+1
i−un
idx
+
2
i=1
1
κiΩiαi(kn)−αikn−1
i∇un
i:∇un+1
i−un
idx
+Γun+1
1−un+1
2un+1
1−un+1
2−|un
1−un
2|(un
1−un
2)·un+1
1−un+1
2−(un
1−un
2)dτ=0.
The ollowing inequali y holds o all ec o s a,b∈Rd,
(|b|b−|a|a)·(b−a)≥0.(3.4)
To p o e i , conside he unc ion J:Rd→ Rdefined by J(a)=2
3|a|3.Jis con ex and diffe en iable. Thus,
(∇J(a)−∇J(b)) ·(b−a)≥0,∀a,b∈Rd.
Then, (3.4) ollows as ∇J(a)=|a|a·b.
We deduce ha
2
i=1
1
κiΩi
αi(kn
i)|∇(un+1
i−un
i)|2dx+
2
i=1
1
κiΩi
(αi(kn
i)−αi(kn−1
i))∇un
i·∇(un+1
i−un
i)dx≤0.(3.5)
AN ITERATIVE PROCEDURE TO SOLVE A COUPLED TWO-FLUIDS TURBULENCE MODEL 699
I comes om Hypo hesis 3.1 ha ∇un
ibelongs o L3(Ωi)dand ha ∇un
iL3(Ωi)d≤M. Fu he mo e, acco ding
o he ela ion (2.2) and he canonical injec ion om H1(Ωi) oL6(Ωi)andH¨olde inequali y, we ob ain
ν
2
i=1 ∇(un+1
i−un
i)2
L2(Ωi)d≤δ2
2
i=1 Ωi|kn
i−kn−1
i||∇un
i||∇(un+1
i−un
i)|dx
≤δ2
2
i=1 kn
i−kn−1
iL6(Ωi)∇un
iL3(Ωi)d∇(un+1
i−un
i)L2(Ωi)d,
≤δ2
2M2
2ν
2
i=1 kn
i−kn−1
i2
L6(Ωi)+ν
2
2
i=1 ∇(un+1
i−un
i)2
L2(Ωi)d.
F om his es ima e we conclude ela ion (3.3).
We nex p o e he con ac i eness o he sequence o TKE (kn
i)n.
Theo em 3.4. Assume ha Hypo hesis 3.1 holds and ha i∈L2(Ωi)d. Then he e exis s a posi i e cons an c,
depending only on Ωiand on he da a κiand λ, such ha o all n∈N∗,
2
i=1 ∇(kn+1
i−kn
i)2L2(Ωi)≤c(δ2
1+1)δ2
2
ν3M
2
i=1 ∇(kn
i−kn−1
i)2L2(Ωi).(3.6)
P oo . The p oo o his heo em is made in se e al s eps.
Fi s s ep. Choice o he es unc ion
We fi s choose a pa icula es unc ion ϕiin he equa ions (2.7)–(2.9). Fo ha pu pose, we need o
in oduce he special space H
1
2
00(Γ) (see [20], Chap. 1, Thm. 11.7 o ins ance). We also need o in oduce he
ollowing ope a o . Le Ribe a con inuous ha monic li ing ope a o om H
1
2
00(Γ) o H1(Ωi), defined as ollows.
Fo any ηin H
1
2
00(Γ), Riηbelongs o H1(Ωi), and sa isfies
⎧
⎨
⎩
−ΔRiη=0inΩ
i,
Riη=ηon Γ,and
Riη=0onΓ
i.
Mo eo e , one has
∀η∈H
1
2
00(Γ),RiηH1(Ωi)≤cRηH
1
2
00(Γ),(3.7)
whe e cR>0 depends only on Ωi.
Acco ding o Hypo hesis 3.1,∀n∈N∗,k
n
i∈W1,3(Ωi), hen i s ace on Γ belongs o W2
3,3(Γ). Thus, by
Sobole ’s injec ions, i belongs o H1
2(Γ). Fu he mo e, kn
i=0onΓ
i, henkn
i|Γbelongs o H
1
2
00(Γ).
The idea consis s in choosing he es unc ion ϕiequal o (kn+1
i−kn
i)−Ri(kn+1
i−kn
i)inequa ion(2.9)a
s eps nand n+ 1. Then, we make he diffe ence be ween bo h ob ained equa ions, and sum upon i=1,2. We
find
ν
2
i=1 ∇(kn+1
i−kn
i)2
0,Ωi≤
7
j=1
Ij,(3.8)
700 T. CHAC ´
ON REBOLLO ET AL.
whe e
I1=
2
i=1Ωi
αi(kn
i)(|∇un+1
i|2−|∇un
i|2)(kn+1
i−kn
i)dx
,
I2=
2
i=1Ωi
(αi(kn
i)−αi(kn−1
i))|∇un
i|2(kn+1
i−kn
i)dx
,
I3=
2
i=1Ωi
(γi(kn
i)−γi(kn−1
i))∇kn
i·∇(kn+1
i−kn
i)dx
,
I4=
2
i=1Ωi
(γi(kn
i)−γi(kn−1
i))∇kn
i·∇Ri(kn+1
i−kn
i)dx
,
I5=
2
i=1Ωi
αi(kn
i)(|∇un+1
i|2−|∇un
i|2)Ri(kn+1
i−kn
i)dx
,
I6=
2
i=1Ωi
(αi(kn
i)−αi(kn−1
i))|∇un
i|2Ri(kn+1
i−kn
i)dx
,and
I7=
2
i=1Ωi
γi(kn
i)∇(kn+1
i−kn
i)·∇Ri(kn+1
i−kn
i)dx
.
Second s ep. Es ima es o Ij,1≤j≤7
Es ima ion o I1.We w i e |∇un+1
i|2−|∇un
i|2=∇un+1
i−un
i·∇un+1
i+un
i, and use Hypo hesis 3.1,and
ela ion (2.1). Thanks o he Sobole embedding o H1(Ωi)in oL6(Ωi)and omH¨olde and Poinca ´e-F ied ichs
inequali ies, we ob ain
Ωi
αi(kn
i)(|∇un+1
i|2−|∇un
i|2)(kn+1
i−kn
i)dx
≤δ1∇(un+1
i−un
i)L2(Ωi)dun+1
iW1,3(Ωi)d+un
iW1,3(Ωi)dkn+1
i−kn
iL6(Ω)
≤Mcδ1∇(un+1
i−un
i)L2(Ωi)d∇(kn+1
i−kn
i)L2(Ωi),
whe e cis a posi i e cons an , depending only on domains Ωi. To simpli y he calcula ions, we in oduce a
posi i e numbe βwhich we shall fix la e .
Acco ding o Young’s inequali y
1
βa2+βb2≥2ab, ∀a, b ∈R,and ∀β>0,(3.9)
we ob ain
Ωi
αi(kn
i)(|∇un+1
i|2−|∇un
i|2)(kn+1
i−kn
i)dx≤ν
β∇(kn+1
i−kn
i)2
L2(Ωi)+βM2δ2
1c2
ν∇(un+1
i−un
i)2
L2(Ωi)d.
AN ITERATIVE PROCEDURE TO SOLVE A COUPLED TWO-FLUIDS TURBULENCE MODEL 701
Summing upon i=1,2, and due o he ela ion (3.3) om Lemma 3.3, he e exis s a posi i e cons an c1,
depending only on Ωi,αiand M, such ha
I1≤c1βδ2
1δ2
2M2
ν3
2
i=1 ∇(kn
i−kn−1
i)2
L2(Ωi)+ν
β
2
i=1 ∇(kn+1
i−kn
i)2
L2(Ωi).(3.10)
Es ima ion o I2and I3.Using he same a gumen s we used o es ima ion o I1, he e exis s wo posi i e
cons an s, depending only on Ωi,γ
iand M, such ha
I2≤c2βδ2
2M2
ν
2
i=1 ∇(kn
i−kn−1
i)2
L2(Ωi)+ν
β
2
i=1 ∇(kn+1
i−kn
i)2
L2(Ωi),(3.11)
and
I3≤c3βδ2
2M2
ν
2
i=1 ∇(kn
i−kn−1
i)2
L2(Ωi)+ν
β
2
i=1 ∇(kn+1
i−kn
i)2
L2(Ωi).(3.12)
Es ima ion o I4.We ecall ha
I4=
2
i=1Γi
(γi(kn
i)−γi(kn−1
i))∇kn
i·∇Ri(kn+1
i−kn
i)dx
.
Le us apply he Mean Value Theo em o he unc ion γi,use ela ion(2.2)andH¨olde inequali y. We find
Γi
(γi(kn
i)−γi(kn−1
i))∇kn
i·∇Ri(kn+1
i−kn
i)dx≤δ2kn
i−kn−1
iL6(Ωi)∇kn
iL3(Ωi)∇Ri(kn+1
i−kn
i)L2(Ωi).
The con inui y o he li ing ope a o (3.7)andHypo hesis3.1 imply
Γi
(γi(kn
i)−γi(kn−1
i))∇kn
i·∇Ri(kn+1
i−kn
i)dx≤cRδ2Mkn
i−kn−1
iL6(Ωi)kn+1
i−kn
iH
1
2
00(Γ).
Acco ding o he con inui y o he canonical injec ion om H1(Ωi) oL6(Ωi), he con inui y o he ace ope a o
om Xi o H
1
2
00(Γ), and using Young’s inequali y (3.9), he e exis s a posi i e cons an c4>0, depending only
on Ωi,γ
i,and M, such ha
Γi
(γi(kn
i)−γi(kn−1
i))∇kn
i·∇Ri(kn+1
i−kn
i)dx≤c4βδ2
2M2
ν∇(kn
i−kn−1
i)2
L2(Ωi)+ν
β∇(kn+1
i−kn
i)2
L2(Ωi).
Summing on i=1,2, we find
I4≤c4βδ2
2M2
ν
2
i=1 ∇(kn
i−kn−1
i)2
L2(Ωi)+ν
β
2
i=1 ∇(kn+1
i−kn
i)2
L2(Ωi).(3.13)
Es ima ion o I5.We ha e
I5=
2
i=1Ωi
αi(kn
i)(|∇un+1
i|2−|∇un
i|2)Ri(kn+1
i−kn
i)dx
.
708 T. CHAC ´
ON REBOLLO ET AL.
embedding om W1,
0(Ωi) oH1
0(Ω), we can w i e o m≥m0
ϕm
i−ϕiH1
0(Ωi)≤η
3·(4.3)
Thanks o he iangula inequali y, we ob ain
Ωi
γi(kn
i)∇kn+1
i·∇ϕidx−Ωi
γi(ki)∇ki·∇ϕidx≤Ωi
γi(kn
i)∇kn+1
i·∇ϕidx−Ωi
γi(kn
i)∇kn+1
i·∇ϕm
idx
+Ωi
γi(kn
i)∇kn+1
i·∇ϕm
idx−Ωi
γi(ki)∇(ki)·∇ϕm
idx
+Ωi
γi(ki)∇(ki)·∇ϕm
idx−Ωi
γi(ki)∇(ki)·∇ϕidx
.
(4.4)
H¨olde inequali y implies
Ωi
γi(kn
i)∇kn+1
i·∇ϕidx−Ωi
γi(ki)∇ki·∇ϕidx≤δ1∇kn+1
iL2(Ωi)∇(ϕm
i−ϕi)L2(Ωi)
+Ωi
γi(kn
i)∇kn+1
i·∇ϕm
idx−Ωi
γi(ki)∇(ki)·∇ϕm
idx
+δ1∇ki0∇(ϕm
i−ϕi)L2(Ωi).
Using ela ions (4.2)–(4.3), and he s ong con e gence o he sequence (kn
i)nin H1(Ωi), we deduce ha o any
unc ion ϕi∈W1,
0(Ωi), we ha e
lim
n→∞ Ωi
γi(kn
i)∇(kn+1
i)·∇ϕidx=Ωi
γi(ki)∇(ki)·∇ϕidx.
To show he second equa ion o he ela ion (4.1), we w i e
Ωi
αi(kn
i)|∇un+1
i|2−αi(ki)|∇ui|2ϕidx
≤Ωi
αi(kn
i)|∇un+1
i|2−|∇ui|2|ϕi|dx+Ωi|αi(kn
i)−αi(ki)||∇ui|2|ϕi|dx,
hanks o Hypo hesis 3.1, he Sobole embedding om H1(Ωi) oL6(Ωi)andH¨olde inequali y, we can w i e
o all ϕi∈D(Ωi),
Ωi
αi(kn
i)|∇un+1
i|2−αi(ki)|∇ui|2ϕidx
≤δ1ϕi∞∇un+1
iL2(Ωi)d∇uiL2(Ωi)d∇(un+1
i−ui)L2(Ωi)d+cM2δ2ϕi∞kn
i−kiH1(Ωi),
whe e cis a posi i e cons an , depending only on he Ωi. Due o he s ong con e gence in H1o he sequences
(un
i)nand (kn
i)n o uiand ki,
Ωiαi(kn
i)|∇un+1
i|2−αi(ki)|∇ui|2ϕidx≤η
3·
AN ITERATIVE PROCEDURE TO SOLVE A COUPLED TWO-FLUIDS TURBULENCE MODEL 709
Le now ϕi∈W1,
0(Ωi). The densi y o D(Ωi)inW1,
0(Ωi), implies ha he e exis s a sequence (ϕm
i)min D(Ωi),
such ha
ϕm
i−ϕiL3(Ωi)≤c(Ωi)ϕm
i−ϕiW1, (Ωi)≤η
3,
whe e c(Ωi) only depends on Ωi. Finally, using he iangula inequali y, we ob ain
Ωiαi(kn
i)|∇un+1
i|2−αi(ki)|∇ui|2ϕidx≤Ωiαi(kn
i)|∇un+1
i|2−αi(ki)|∇ui|2ϕm
idx
+Ωi
αi(kn
i)|∇un+1
i|2(ϕm
i−ϕi)dx
+Ωi
αi(ki)|∇ui|2(ϕm
i−ϕi)dx
.
Thus,
Ωiαi(kn
i)|∇un+1
i|2−αi(ki)|∇ui|2ϕidx≤αi∞∇un+1
i2
L3(Ωi)dϕm
i−ϕiL3(Ωi)
+ε
3+αi∞∇ui2
L3(Ωi)dϕm
i−ϕiL3(Ωi).
We deduce ha ∀ϕi∈W1,
0(Ωi),lim
n→∞ Ωi
αi(kn
i)|∇un+1
i|2ϕidx=Ωi
αi(ki)|∇ui|2ϕidx.
Thi d s ep. Bounda y condi ions o TKE on Γ
In his s ep, we show ha ki=λ|u1−u2|2on Γ.
Conside he ollowing iangula inequali y
λ|u1−u2|2−kiH1
2(Γ) ≤λ|un
1−un
2|2−kiH1
2(Γ) +λ|un
1−un
2|2−λ|u1−u2|2H1
2(Γ).
Due o he s ong con e gence o (kn
i)n o kiin H1(Ωi), and hanks o he con inui y o he ace ope a o om
H1(Ωi) oH1
2(Γ), he sequence kn
icon e ges s ongly o kiin H1
2(Γ). Fu he mo e, kn
i=λ|un+1
1−un+1
2|2
on Γ. Thus,
lim
n→∞ λ|un+1
1−un+1
2|2=ki,
s ongly in H1
2(Γ).
Le us now p o e ha
lim
n→∞ λ|un
1−un
2|2−λ|u1−u2|2H1
2(Γ) =0.
Using he iden i y a2−b2=(a−b)(a+b) and Lemma 3.5,weob ain
λ|un
1−un
2|2−λ|u1−u2|2H1
2(Γ) ≤λ||(un
1−u1)−(un
2−u2)||H1
2(Γ) || (un
1+u1)−(un
2+u2)||W1−1
3+ε,3+ε(Γ)d,
so,
λ|un
1−un
2|2−λ|u1−u2|2H1
2(Γ)
≤λun
1−u1H1
2(Γ) +un
2−u2H1
2(Γ)un
1+u1W1−1
3+ε,3+ε(Γ)d+un
2+u2W1−1
3+ε,3+ε(Γ)d.
Due o he con inui y o he ace ope a o s om W1,3+ε(Ω1)d o W1−1
3+ε,3+ε(Γ)dand om H1(Ωi) oH1
2(Γ),
and by Hypo hesis 3.1, he e exis s a posi i e cons an c, ha only depends on he domains Ωi, such ha
λ|un
1−un
2|2−λ|u1−u2|2H1
2(Γ) ≤cMλ un
1−u1H1(Ω1)+un
2−u2H1(Ω2).
710 T. CHAC ´
ON REBOLLO ET AL.
Finally, due o he s ong con e gence o (un
i)n o uiin H1(Ωi), we deduce ha
lim
n→∞ λ|un
1−un
2|2−λ|u1−u2|2H1
2(Γ) =0.
Consequen ly, ki=λ|u1−u2|2on Γ. This, finishes he p oo o his heo em.
5. Nume ical expe imen s
To conclude his pape , we use he algo i hm in oduced o sol e he in e ac ion o he ocean and he
a mosphe e in a simplified geome y. The disc e iza ion is pe o med using a Spec al me hod based on Legend e
polynomials (see [2,10]o [11] o ins ance) ha we ha e implemen ed in F eeFEM3D4.
The algo i hm p esen ed in his pape is nonlinea , hus i canno be used “as is”. Va ious s a egies could
be employed o ea his nonlinea i y (New on o fixed poin algo i hms, e c.). Acco ding o he mono onic
na u e o he nonlinea ic ion bounda y condi ion on he bounda y Γ, we choose o linea ize he e m
Γ|un+1
i−un+1
j|(un+1
i−un+1
j)· idτ
o P oblem 1. We eplace i by
Γ|un
i−un
j|(un+1
i−un+1
j)· idτ.
This e m is linea and s ill mono onic in he unknowns (un+1
1,un+1
2), due o p ope y (3.4). The p oblems o
(un+1
1,p
n+1
1)and(un+1
2,p
n+1
2) s ill a e coupled bu he o e all p oblem is linea and admi s a unique solu ion:
Ob ain (un+1
i,p
n+1
i,kn+1
i)∈Xi×L2(Ωi)×W1, (Ωi), such ha ∀( i,q
i,ϕ
i)∈Xi×L2(Ωi)×W1,
0(Ωi),
ai(kn
i;un+1
i,∇ i)+bi( i,p
n+1
i)+κiΓ|un
i−un
j|(un+1
i−un+1
j)· idτ=Ωi
i· idτ, (5.1)
and bi(un+1
i,q
i)=0.(5.2)
To pe o m a somewha ealis ic compu a ion, we conside u bulen iscosi ies αiand γiwi h he s uc u e
ν +√k. We conside he da a epo ed in [5]:
•Geome y:
–Ω1=]0,5[ ×]0,1[ ×]0,1[ desc ibes he a mosphe e;
–Ω1=]0,5[ ×]0,−1[ ×]0,1[ is he ocean.
•Physical da a ( aken om [5]):
–γ1(k1)=3×10−3+0.277 ×10−4√k1;
–γ2(k2)=3×10−2+0.185 ×10−5√k2;
–αi(·)=γi(·), o i=1,2.
•F ic ion coefficien s (coming also om [5]):
–κi=10
−3, o i=1,2; and
–λ=5×10−2.
These da a co espond o an ai -sea flow, each modeled by a simplified TKE-mixing laye u bulence model.
The mixing leng hs a e calcula ed by wall laws. The ic ion coefficien s, in hei u n, a e jus en a i e.
The physical uni s a e in MKS sys em. The eloci y bounda y condi ions imposes ha u1=0on Γ1 ˜
Γ1,
u1=(1,0,0) on ˜
Γ1and u2=0on Γ2,whe e˜
Γ1is he uppe ace (y=1)o Ω
1. These se ings a e chosen in
o de o c ea e a d i en ca i y-like flow in Ω1. One expec s o gene a e ano he d i en ca i y-like flow in Ω2
o a ing in he opposi e sense.
4h p://www. ee em.o g/ 3d/.
AN ITERATIVE PROCEDURE TO SOLVE A COUPLED TWO-FLUIDS TURBULENCE MODEL 711
(a) u1on he plane z=0.5(b)u1on he plane x=2.5
(c) u2on he plane z=0.5(d)u2on he plane x=2.5
Figu e 1. Veloci y fields on cu ing planes.
(a) k1on he plane z=0.5(b)k2on he plane z=0.5
Figu e 2. Tu bulen Kine ic Ene gy on cu ing plane.
The esul s a e ob ained using a (PN)3×PN−2disc e iza ion o (ui,p
i) o a oid spu ious modes o he S okes
p oblem. The TKE is disc e ized using a PNspace. Fo his pa icula simula ion we ha e chosen he ollowing
deg ees o uiand ki: 28 in di ec ion xand 8 in di ec ions yand z.
Compu ed eloci y fields uiand he TKE kia e ep esen ed in Figu es 1and 2. The esul s a e quan i a i ely
co ec : The a mosphe e flow gene a es a d i en-lid like flow in he ocean, due o he bounda y condi ions on
he eloci y a z= 0. Also, he e is gene a ion o TKE a z= 0, again due o he TKE gene a ion bounda y
condi ions.
712 T. CHAC ´
ON REBOLLO ET AL.
1e-14
1e-12
1e-10
1e-08
1e-06
0.0001
0.01
1
0 1 2 3 4 5 6 7 8 9
u1
u2
k1
k2
Figu e 3. Con e gence his o y: compu ed L2no m o he diffe ence o successi e i e a es.
Figu e 3shows he expec ed exponen ial con e gence a e o he algo i hm due o i s con ac i eness. No e
ha his does no depend on he ype o disc e iza ion (see [24] whe e Fini e Elemen app oxima ions ha e also
been used).
6. Conclusion
In his pape , we ha e p esen ed and analyzed a nume ical scheme o he app oxima ion o a model o wo
s eady u bulen fluids wi h coupling a he in e ace. This is a simplified model o he a mosphe e-ocean
in e ac ion, whe e we ha e neglec ed Co iolis o ces and buoyancy effec s, bu ha e kep se e al non-linea
in e ac ions ac oss he common bounda y.
The p oposed scheme is mainly linea , a mono one nonlinea i y being jus kep a he in e ace be ween
he fluids. We showed he con e gence o he iple (un
i,p
n
i,kn
i), o easonable hypo hesis on he egula i y
o he eloci y and he u bulen kine ic ene gy. This con ibu ion ends wi h some nume ical esul s, in good
ag eemen wi h he heo e ical expec a ions. No ably, he exponen ial con e gence ha appea ed h ough he
con ac i eness o he sequences (un
i)nand (kn
i)nis ound in ou es s.
Se e al ex ensions o his wo k can be conside ed. To name a ew, aking in o conside a ion aniso opic
diffusion and Co iolis o ces (mo e ealis ic) a e s aigh o wa d gene aliza ions o he p esen analysis. Also,
swi ching o uns eady incomp essible flows should be possible using ou app oach. Taking in o accoun buoyancy
effec s is mo e echnically in ol ed, bu i should also be possible, simila ly o he ex ension o he s anda d
analysis o incomp essible Na ie –S okes o buoyancy effec s.
Acknowledgemen s. The au ho s a e g a e ul o Ch is ine Be na di o he help and encou agemen s.
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