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Maximum drop radius and critical Weber number for splashing in the dynamical Leidenfrost regime

Abstract

At room temperature, when a drop impacts against a smooth solid surface at a velocity above the so-called critical velocity for splashing, the drop loses its integrity and fragments into tiny droplets violently ejected radially outwards. Below this critical velocity, the drop simply spreads over the substrate. Splashing is also reported to occur for solid substrate temperatures above the Leidenfrost temperature, TL , for which a vapour layer prevents the drop from touching the solid. In this case, the splashing morphology differs from the one reported at room temperature because, thanks to the presence of the gas layer, the shear stresses acting on the liquid can be neglected. Our purpose here is to predict, for wall temperatures above TL , the critical Weber number for splashing as well as the maximum spreading radius. First, making use of boundary integral simulations, we calculate both the time evolution of the liquid velocity as well as the height of the sheet which is ejected tangentially to the substrate. These results are then used as boundary conditions for the one-dimensional mass and momentum equations describing the dynamics of the rim limiting the expanding liquid sheet. Our predictions for both the maximum spreading radius and for the critical Weber number for splashing are in good agreement with experimental observations.

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Maximum drop radius and critical Weber number for splashing in the dynamical Leidenfrost regime

Author: Gordillo Arias de Saavedra, José Manuel; Riboux, Guillaume Maurice
Publisher: Cambridge University Press
Year: 2016
DOI: 10.1017/jfm.2016.496
Source: https://idus.us.es/bitstreams/65b0fbdd-8ae7-43e1-914b-007c96ea0069/download
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a e pee e iew and echnical edi ing by he publishe . To access he inal edi ed and
published wo k see 10.1017/j m.2016.496.
Unde conside a ion o publica ion in J. Fluid Mech. 1
Maximum d op adius and c i ical Webe
numbe o splashing in he dynamical
Leiden os egime
Guillaume Riboux†& Jos´
e Manuel Go dillo
´
A ea de Mec´anica de Fluidos, Depa amen o de Ingenie ´ıa Ae oespacial y Mec´anica de
Fluidos, Uni e sidad de Se illa, A enida de los Descub imien os s/n 41092, Se illa, Spain.
(Recei ed ?? and in e ised o m ??)
A oom empe a u e, when a d op impac s agains a smoo h solid su ace a a eloci y
abo e he so called c i ical eloci y o splashing, he d op loses i s in eg i y and agmen s
in o iny d ople s iolen ly ejec ed adially ou wa ds. Below his c i ical eloci y, he d op
simply sp eads o e he subs a e. Splashing is also epo ed o occu o solid subs a e
empe a u es abo e he Leiden os empe a u e, TL, o which a apo laye p e en s he
d op om ouching he solid. In his case, he splashing mo phology di e s om he one
epo ed a oom empe a u e because, hanks o he p esence o he gas laye , he shea
s esses ac ing on he liquid can be neglec ed. Ou pu pose he e is o p edic , o wall
empe a u es abo e TL, he c i ical Webe numbe o splashing as well as he maximum
sp eading adius. Fi s , making use o Bounda y In eg al Simula ions, we calcula e bo h
he ime e olu ion o he liquid eloci y as well as he heigh o he shee which is ejec ed
angen ially o he subs a e. These esul s a e hen used as bounda y condi ions o
he one dimensional mass and momen um equa ions desc ibing he dynamics o he im
limi ing he expanding liquid shee . Ou p edic ions o bo h he maximum sp eading
adius and o he c i ical Webe numbe o splashing, a e in good ag eemen wi h
expe imen al obse a ions.
1. In oduc ion
The unde s anding o he sp eading o he b eak up p ocesses o a d op impac ing
on o a solid subs a e is an a ea o cu en ac i e esea ch because o i s ele ance in a
numbe o echnological applica ions such as coa ing, cleaning, cooling, and combus ion
(Josse and & Tho oddsen 2016). I is known ha , a oom empe a u e, d op splashing
does no only depend on he adius R, on he impac ing eloci y Vand on he densi y
ρ, he iscosi y µand he in e acial ension σo he liquid, bu also on he ma e ial
p ope ies o he gas, on he gas p essu e (Xu e al. 2005) and on he physicochemical
p ope ies o he subs a e (Duez e al. 2007). Fo he case o d ops impac ing a smoo h
and d y solid subs a e a oom empe a u e illus a ed in igu e 1, i can be obse ed
ha once he d op ouches he solid a T= 0, a small bubble -which has no in luence on
he subsequen dynamics- is en apped nea he axis o symme y. Subsequen ly, a he
ejec ion ime Te, a hin shee o liquid is expelled om he adial posi ion A(Te), wi h
π A2(Te) he a ea o he we ed egion. Then, i he impac eloci y is below he c i ical
eloci y o splashing, V < V ∗, he ejec ed lamella sp eads angen ially along he solid;
howe e , i V > V ∗, he edge o he liquid shee dewe s he solid as a consequence o he
li o ces exe ed by he su ounding gas (Riboux & Go dillo (2014), om now on RG14).
Then, capilla y and Rayleigh–Taylo dis u bances g ow in he azimu hal di ec ion o he
†Email add ess o co espondence: g ib[email p o ec ed]
2Guillaume Riboux & Jos´e Manuel Go dillo
im, causing i s disin eg a ion in o d ops. A oom empe a u e, splashing will occu
only i he liquid on is able o dewe he solid. Howe e , when he empe a u e o he
subs a e is abo e TL, wi h TL he Leiden os empe a u e, he liquid ne e ouches he
subs a e, wi h independence o he alue o he impac eloci y because, unde hese
condi ions, he d op le i a es on i s own apo (Shi o a e al. 2016). Consequen ly, he
c i ical eloci y o splashing will s ongly depend on whe he he solid empe a u e is
below o abo e TL, as i has been ecen ly epo ed by S aa e al. (2015). In addi ion, as
a consequence o he ic ionless mo ion o he liquid wi h he subs a e, he maximum
sp eading diame e o impac ing d ops inc eases o empe a u es abo e TLwi h espec
o he case o d op impac a oom empe a u e (Las akowski e al. 2014; Wilde man
e al. 2016).
In his con ibu ion we aim o p edic , o empe a u es o he subs a e abo e TL,
he maximum sp eading adius o he d op as well as he c i ical impac eloci y abo e
which he d op disin eg a es in o smalle d ople s. Mo eo e , o impac eloci ies la ge
han he c i ical one, we will also p o ide esul s o he eloci ies and o he diame e s
o he iny d ople s ejec ed. Fo his pu pose, he low ield wi hin he ejec ed lamella
is modeled using a ballis ic app oxima ion and nex , making use o in eg al balances o
mass and momen um, he dynamics o he im is desc ibed. A simila s udy was ca ied
ou by Riboux & Go dillo (2015) ( om now on RG15), whe e he analy ical exp essions
o he liquid eloci y and he heigh o he liquid shee deduced in RG14 we e used
as bounda y condi ions o he equa ions desc ibing he low in he expanding lamella.
One o ou main con ibu ions he e is ha hese analy ical exp essions a e subs i u ed
by uni e sal ime-dependen unc ions calcula ed nume ically using a Bounda y In eg al
Me hod (BIM). We ind ha , o sho imes a e impac , he simula ions a e in excellen
ag eemen wi h he heo e ical p edic ions in RG14 bu , o imes T∼R/V , hese
nume ical esul s depa om hose in RG14 and also om he equa ions p o ided in
Roisman (2009); Egge s e al. (2010). The di e ences ound a e essen ial o co ec ly
p edic he expe imen s.
Po en ial low nume ical simula ions will be ca ied ou using he Bounda y In eg al
me hod desc ibed in Rod ´ıguez–Rod ´ıguez e al. (2006); Go dillo & Gekle (2010). This
ype o code is adequa e o simula e he splashing o d ops o subs a e empe a u es
abo e TLsince: i) he o ici y in he alling d op is ini ially ze o and ii) he shea
s esses ac ing in he ci cula egion o adius A(T) below he d op -see igu e 1- a e
negligible because, in he dynamic Leiden os egime, a hin apo laye p e en s he
liquid om ouching he wall. The e o e, he p oduc ion o o ici y is es ic ed o
egions nea he ee su ace whe e he in e acial cu a u e is highes , e.g., he egion
whe e he impac ing d op mee s he ejec ed liquid shee . Consequen ly, he low ield
a e he impac is mos ly i o a ional excep in e y na ow egions localized nea he
ee su ace. Mo i a ed by his ac , in his con ibu ion, we app oxima e he eloci y ield
wi hin he d op as =∇Φ, wi h Φ he eloci y po en ial sa is ying he impene abili y
condi ion a Z= 0, ∂Φ/∂Z = 0. In addi ion, hanks o he symme y o he low wi h
espec o he plane Z= 0, is calcula ed he e as he esul o he head on collision o
wo d ops o iden ical adii Rmo ing wi h espec i e eloci ies Vezand −Vez. He e, ez
indica es he uni ec o poin ing in he opposi e di ec ion o ha o he alling d op.
The compa ison o he expe imen al images co esponding o an e hanol d op impac ing
a solid subs a e a oom empe a u e wi h he nume ical p o iles is p o ided in igu e 1.
Excep in he egion nea he edge o he lamella, he ag eemen be ween expe imen s and
nume ical esul s, is ema kable. The disc epancies in he posi ion o he im obse ed in
igu e 1 a e due o he ac ha , a oom empe a u e, he iscous shea s esses a he
wall con ibu e o u he decele a e he ad ancing on . We used ou own expe imen s,
Maximum d op adius and splashing c i e ium in he dynamical Leiden os egime 3
0.0 0.2 0.4 0.6 0.8 1.0
0.0
0.2
0.4
0.6
0.8
1.0
(
a
)
(
b
)
(
c
)
(
d
)
(
e
)
A
(
T
)
(
)
(
g
)
(
h
)
(
i
)
(
a
)
(
b
)
(
c
)
(
d
)
(
e
)
(
)
(
g
)
Figu e 1. Top: The sequence o images illus a e an e hanol d op o ini ial adius R=1.03 mm
impac ing agains a d y smoo h solid su ace a oom empe a u e wi h a eloci y V=1.69 m·s−1
-We = ρV 2R/σ = 100 and Re = ρV R/µ = 1360- a imes (a) ≃0, (b) = 0.10, (c) = 0.19, (d)
= 0.29, (e) = 0.38, ( ) = 0.48, (g) = 0.57, (h) = 0.76, (i) = 0.95 wi h =TV/R. The
b igh line ep esen s he esul o he Bounda y In eg al Simula ion, which is ca ied ou using
a numbe o nodes N ha inc eases dynamically in ime (N(T= 0) = 501). Nodes a e clus e ed
in he egions wi h he highes cu a u e. The adius o he we ed a ea A(T)/R =a( ) = √3 ,
(Riboux & Go dillo 2014) is indica ed in (e). Bo om: The igh column is a zoom o he egion
whe e he lamella is ejec ed o di e en ins an s o ime, namely, (a) = 0.016, (b) 0.049, (c)
0.082, (d) 0.164, (e) 0.246, ( ) 0.328 and (g) 0.491. Fo e e ence, he le column illus a es he
nume ical esul s o he same alues o . The absence o iscous shea s esses causes he im
o low as e in he nume ical simula ions han in he expe imen s.
pe o med a oom empe a u e, o compa e wi h he nume ical esul s since we could
no ind in he li e a u e expe imen al images o d ops impac ing a ho subs a e in he
Leiden os egime wi h enough spa io- empo al esolu ion.
4Guillaume Riboux & Jos´e Manuel Go dillo
Figu e 2. The po en ial low nume ical esul s s a imposing he ini ial we ed adius,
a= sin θ0≈π/36 wi h θ0= 5◦. The inse (a) shows he e-g idding p ocedu e used o s a-
bilize he nume ical simula ion, consis ing in placing nodes in be ween he nodes o he p e ious
ime s ep. The inse (b) is a zoom o he egion om which he lamella is ejec ed a h ee di e -
en ins an s o ime: e, = 0.15 and = 0.35. The igu e also illus a es he we ed adius a( )
as well as he adial posi ion o he im, ( ), and i s eloci y, ( ). The inse also shows he
de ini ion o heigh o he lamella, h( , ), no o be con used wi h he wid h o he im, h ( ).
0 0.03 0.06 0.09 0.12 0.15 0.18
0
0.2
0.4
0.6
0.8
1
e
(
a
)
(
)
a
(
)

3
˙
(
)=
(
e
)
101102103
We
10-2
10-1
100
e
∝
We
−
2
/
3
(
b
)
Figu e 3. (a) The igu e shows he nume ical esul s o bo h a( ) and he adial posi ion o he
edge lamella ( ) in he case o We = 100. The e ical line indica es he ejec ion ime p edic ed
by equa ion (2.2) and he dashed line ep esen s he p edic ed posi ion o he im, ejec ed om
=√3 ewi h an ini ial eloci y ( e) = 1/2p3/ e, wi h egi en in equa ion (2.2). (b) The
ejec ion imes p edic ed by he Bounda y In eg al Simula ions a e such ha e∝We−2/3, in
ag eemen wi h equa ion (2.2).
2. Po en ial low simula ions
Following he no a ion in RG14, lowe case a iables will be used in wha ollows o e e
o dimensionless a iables, which a e cons uc ed he e using as scales o eloci y, leng h
and p essu e V,Rand ρV 2, espec i ely. Since he F oude numbe F = V2/gR 1
and he shea s esses ac ing on he liquid a e negligible, he only ele an dimensionless
pa ame e cha ac e izing he splashing o d ople s in he Leiden os egime is he Webe
numbe , de ined he e as We = ρV 2R/σ.
The mos ele an e en aking place a e he impac o a d op in he dynamic Leiden-

Maximum d op adius and splashing c i e ium in he dynamical Leiden os egime 5
os egime is ha a e, wi h e he ejec ion ime -see igu e 2-, an ex emely hin liquid
shee o ini ial hickness h ( e) is expelled angen ially o he subs a e wi h an ini ial
eloci y ( e). In RG14 an algeb aic equa ion o ewas deduced based on he ollowing
ac s: i) p io o he ejec ion o he lamella, he ime e olu ion o he adius o he we ed
a ea is a( ) = √3 †, ii) a e, he eloci y o he ip o he lamella is equal o he eloci y
o he we ed adius, i.e., ( e) = ˙a( e) wi h do s deno ing ime de i a i es and iii) he
lamella can only be ejec ed i i s ip ad ances as e han he adius o he we ed a ea.
We concluded in RG14 ha ecan be calcula ed sol ing he algeb aic equa ion
√3
2Re−1 −1/2
e+ We−1= ¨a h2
=c2 3/2
ewi h c= 1.1,(2.1)
which exp esses he ac ha he ejec ion ime is he ins an a which he decele a ion
o he edge o he lamella coincides wi h he decele a ion o he we ed a ea, ¨a. Fo wall
empe a u es abo e TL, he edge o he lamella is no decele a ed by he ac ion o iscous
shea s esses and, he e o e, se ing o in ini y he Reynolds numbe Re in equa ion (2.1)
yields,
e= (c2We)−2/3.(2.2)
Using he analy ical exp essions o bo h ( e) and h ( e) de i ed in RG14 as well as
he esul in equa ion (2.2), i can be concluded ha ( e) = 1/2p3/ e∝We1/3and
h ( e) = √12 3/2
e/π ∝We−1. Figu e 3 con i ms he esul in equa ion (2.2), e∝We−2/3.
Once he lamella is ejec ed, in RG14 we also deduced ha , o > eand 1, bo h
he liquid eloci y and he heigh o he liquid laye a =a( ) = √3 , which is he adial
posi ion whe e he d op mee s he lamella, a e espec i ely gi en by a= 2˙a=p3/ and
ha=√12 3/2/(3π). Figu e 4 con i m hese heo e ical p edic ions o We ⩾100. Mo e
p ecisely, igu e 4 shows ha , while he analy ical exp ession o ais alid o a bi a y
imes, he co esponding analy ical exp ession o hadepa s om he nume ical esul s
o ⩾0.1 (see igu e 4c). The e o e, he equa ions desc ibing he liquid eloci y in he
lamella u( , ) and i s heigh h( , ) a =√3 i.e., a he adial posi ion om which he
liquid shee is ejec ed o imes > e, a e espec i ely gi en by
u( =a, ) = a=p3/ , and
(h( =a, ) = ha=√12 3/2/(3π) o < 0.1
h( =a, ) = P( ) o ⩾0.1,
(2.3)
wi h
P( ) =
5
X
i=0
(0.1pi) iand p0=−2.453 ×10−3, p1= 1.321, p2=−1.176,
p3= 0.4943, p4=−0.1047, p5= 8.89 ×10−3
(2.4)
a polynomial which is i ed o he nume ical esul s.
The ad hoc adial eloci y ield wi hin he d op p oposed by bo h Roisman (2009) and
Egge s e al. (2010) is u( , ) = /( +τ), wi h τan adjus able o de uni y cons an . While
he s agna ion poin ype o low wi hin he impac ing d op hypo hesized by Roisman
(2009) and Egge s e al. (2010) is a good app oxima ion o he eal low ield o ∼O(1),
o imes such ha > e, 1, he eloci y ield a ≃√3 does no co espond o a
†This esul was de i ed o he e y i s ime by Riboux and Go dillo in RG14 using he
linea iza ion o he bounda y condi ions o he po en ial low (Wagne 1932).
6Guillaume Riboux & Jos´e Manuel Go dillo
0 0.25 0.5 0.75 1 1.25 1.5 1.75 2
0
1
2
3
4
5
6
7
8
9
a
(
a
)
We=100
∗
We=100
We=300

3
/
0 0.25 0.5 0.75 1 1.25 1.5 1.75 2
0
1
2
3
4
5
6
7
8
9
ha
(
b
)
×
10
−
2
(

12
/
3
π
)
3
/
2
P
(
)
[1]
[2]
0 0.05 0.1 0.15 0.2
0
4
8
12
ha
×
10
−
3
(
c
)
We=100
∗
(

12
/
3
π
)
3
/
2
P
(
)
Figu e 4. (a) Compa ison be ween he heo e ical exp ession a= 2˙a=p3/ deduced in
RG14 and he nume ical esul . The good ag eemen be ween heo y and expe imen s depic ed
in his igu e is independen o he Webe numbe whene e We ⩾100. Two o he simula ions
shown a e ca ied ou using N(T= 0) = 501 whe eas in he case ma ked wi h an as e isk
[∗], N(T= 0) = 1001. (b) Compa ison o he heigh o he lamella a =√3 p edic ed by
he models in Egge s e al. (2010) ([1]) and Roisman (2009) ([2]) wi h he nume ical esul .
(c) Compa ison be ween he heo e ical exp ession ha=h(a( ), ) = (√12/3π) 3/2deduced in
RG14, alid o 1 and he nume ical esul . The e ical line indica es he ins an a which
we ha e se he ansi ion be ween he esul p edic ed by he po en ial low heo y and he
i ing polynomial P( ) in equa ion (2.4).
s agna ion poin low (see RG14 o de ails). In e es ingly, ou heo y p edic s a adial
eloci y a =a( ) = √3 ,u( =a( ), ) = a( )/ =p3/ o 1 which is, by
coincidence, he adial eloci y co esponding o a s agna ion poin o low o he ype
u= / pa icula ized a =√3 . This is why igu e 4ashows a ai ly good be ween
he analy ical exp ession a=p3/ and he nume ical esul s o a bi a y alues o
. Figu e 4balso shows he alues o ha( ) = h( =√3 , ) p edic ed by he model in
Roisman (2009),
h( , ) = 8 η
( +τ)2exp −6η 2
( +τ)2,(2.5)
wi h η= 0.39, τ= 2 ×0.25 and wi h a cons an equal o 8 because he e we de ine
dimensionless leng hs using he d op adius ins ead o i s diame e , as well as he esul s
p edic ed by he model in Egge s e al. (2010),
h( , ) = 1
( +τ)2H(x)
H(x) = 3.19
(1 + C x2)6wi h x( , ) =
+τ







(2.6)
wi h C= 0.604 and τ= 1 (Las akowski e al. 2014). Clea ly, nei he he model by
Roisman (2009) no ha by Egge s e al. (2010) is in ag eemen wi h he nume ical
esul s.
Maximum d op adius and splashing c i e ium in he dynamical Leiden os egime 7
0.1
0.2
z
(
a
)
0.1
0.2
z
(
b
)
0.1
0.2
z
(
c
)
0.1
0.2
z
(
d
)
a
(
)
0.1
0.2
z
(
e
)
0.1
0.2
z
(
)
ha
(
)
0.1
0.2
z
(
g
)
0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.6
0.1
0.2
z
(
h
)
Figu e 5. Compa ison, o We = 100, be ween he heigh o he lamella p edic ed by he model
-ballis ic equa ions (3.1) subjec ed o he bounda y condi ions gi en in equa ion (2.3)- and he
nume ical esul . The e ical line illus a es he adial posi ion =a( ) = √3 o se e al
ins an s o ime as well as he heigh o he lamella a =√3 ,ha( ) = h( =√3 , ); ais he
liquid eloci y a =a( ) = √3a, namely a=u( =√3 , ). (a) = 0.19, (b) 0.25, (c) 0.32,
(d) 0.45, (e) 0.55, ( ) 0.70, (g) 0.90 and (h) = 1.10.
3. P edic ion o he c i ical Webe numbe o splashing and o he
maximum sp eading adius o d ople s impac ing in he
Leiden os egime
Fo a gi en ins an o ime > e, he lamella ex ends om he posi ion whe e he
d op mee s he liquid shee i.e., =√3 , down o = ( ), wi h ( ) indica ing he
adial posi ion o he im. In RG15, we showed ha bo h he liquid eloci y u( , ) and
he heigh o he liquid laye wi hin he lamella, h( , ), can be calcula ed using he pai
o equa ions (Go dillo & Gekle 2010; Ville maux & Bossa 2011),
Du
D = 0 and D ln ( h)
D =−∂ u
∂ ,(3.1)
wi h D/D ≡∂/∂ +u ∂/∂ he ma e ial de i a i e. The o me o he wo equa ions
in (3.1) exp esses ha luid pa icles conse e hei eloci ies wi hin he lamella om
=√3 down o he adial posi ion ( ) whe e he im is loca ed; he la e , is he
con inui y equa ion. The pai o equa ions in (3.1) ep esen ing he ballis ic mo ion o
luid pa icles along he lamella a e sol ed subjec ed o he ini ial condi ions gi en in
equa ion (2.3) by means o he Lag angian Nume ical Me hod al eady used in RG15.
The esul s o he model o h( , ), shown in igu e 5, a e in excellen ag eemen wi h
he nume ical simula ions.
The adial posi ion o he edge o he lamella, ( ), as well as i s hickness, h ( ), a e
deduced applying he in eg al balances o mass and momen um a he im (Taylo 1959;
8Guillaume Riboux & Jos´e Manuel Go dillo
Culick 1960),
d
d = ,
π
4
dh2
d = [u( , )− ]h( , ),
π h2
4
d
d = [u( , )− ]2h( , )−2 We−1.















(3.2)
The sys em o equa ions (3.2) is sol ed subjec ed o he ollowing ini ial condi ions,
=a( e) = √3 e,
= ( e) = 1/2p3/ e,
h =h ( e) = √12 3/2
e/π ,







(3.3)
wi h egi en by equa ion (2.2).
Figu e 6ashow he solu ion o he sys em o equa ions (3.1)–(3.3) o a pa icula
alue o he Webe numbe , whe eas igu e 6billus a es he compa ison be ween he
p edic ed maximum sp eading adius and he expe imen al da a in T an e al. (2012).
As i was poin ed ou in Wilde man e al. (2016), he e a e wo clea ly di e en ia ed
egions in he plo max s We o igu e 6b: he impac is elas ic o We .10 since he
ini ial kine ic ene gy is ans o med in o su ace ene gy, as i appa en om he capilla y
wa es de eloping a he in e ace o he impac ing d op whe eas, o We &10, he d op
sp eading p ocess is domina ed by ine ia. I is discussed in Wilde man e al. (2016) ha
app oxima ely one-hal o he ini ial kine ic ene gy is dissipa ed in he sudden expansion
connec ing he liquid shee wi h he im o We ⩾10, a ac which is implici ly aken
in o accoun in he mass and momen um conse a ion equa ions (3.2). In spi e o he
ac ha he sys em o equa ions (3.2) is analogous o ha used in Roisman (2009);
Egge s e al. (2010); Ville maux & Bossa (2011); Las akowski e al. (2014), he c ucial
di e ence be ween he p esen s udy and p e ious ones which is ha , in ou case, we do
no impose a speci ic o m o he eloci y ield wi hin he lamella. Ins ead, since luid
pa icles conse e hei eloci ies wi hin he liquid shee , ou sys em o equa ions (3.2)
subjec ed o he eal ini ial condi ions gi en in (2.3), wi h ecalcula ed sel -consis en ly
h ough equa ion (2.2), p o ides wi h he co ec exp essions o bo h he liquid eloci y
u( ) and he heigh o he lamella h( ) ups eam o he o oidal im, as i can be in e ed
om he good ag eemen exis ing be ween expe imen s and p edic ions depic ed in igu e
6b.
Ano he o he ad an ages o no imposing an ad-hoc eloci y ield wi hin he lamella
es s on he ac ha bo h he c i ical Webe numbe and he diame e s and he eloci ies
o he d ople s ejec ed o impac eloci ies V > V ∗, which s ongly depend on h( ), can
be calcula ed sel -consis en ly. Indeed, in RG15, ollowing he ideas in Ville maux & Bossa
(2011); Agbaglah e al. (2013), we deduced a c i e ium o he disin eg a ion o he edge
o he liquid shee based on he ac ha he d ople s composing he sp ay esul om
he ampli ica ion in he azimu hal di ec ion o Rayleigh–Taylo and capilla y ins abili ies.
The g ow h a es o he dis u bances de eloping in he azimu hal di ec ion o he o oidal
im a e highly a enua ed as a consequence o he simul aneous g ow h o i s hickness. In
consequence, we concluded ha d ops will only be ejec ed when he ime cha ac e izing
he adial g ow h o he im, Th= (R/V ) h= (1/H dH /dT)−1, is subs an ially la ge
han he capilla y ime Tc= (R/V ) c=ρ H3
/8σ1/2. The b eakup ime bis ixed
a he ins an a which c/ h≃0.085 o he easons explained in RG15, which a e
ep oduced he e o he sake o cla i y: i) he cha ac e is ic ime o g ow h o a capilla y