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Hannes Raddant, Georg Brösigke, Christian Hoffmann, Markus Illner,
Jens-Uwe Repke
How do the fluid dynamics change for
gravity-destabilized film flow on structured
surfaces? An experimental investigation using
light-induced fluorescence
Open Access via institutional repository of Technische Universität Berlin
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Journal article | Accepted version
(i. e. final author-created version that incorporates referee comments and is the version accepted for
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This version is available at
https://doi.org/10.14279/depositonce-18944
Citation details
Raddant, H., Brösigke, G., Hoffmann, C., Illner, M., & Repke, J.-U. (2023). How do the fluid dynamics change
for gravity-destabilized film flow on structured surfaces? An experimental investigation using light-induced
fluorescence. In Chemical Engineering Research and Design (Vol. 196, pp. 390–403). Elsevier BV.
https://doi.org/10.1016/j.cherd.2023.06.052.
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cbed This work is licensed under a Creative Commons Attribution-NonCommercial- NoDerivatives 4.0
International license: https://creativecommons.org/licenses/by-nc-nd/4.0/
How do the uid dynamics change for
gravity-destabilized lm ow on structured surfaces?
An experimental investigation using light-induced
uorescence
Hannes Raddant
a,
, Georg Brösigke
a
, Christian Homann
a
, Markus Illner
a
,
Jens-Uwe Repke
a
a
Technische Universität Berlin, Process Dynamics and Operations Group, Sekr. KWT 9,
Straÿe des 17. Juni 135, 10623 Berlin, Germany
Abstract
Liquid lm ow is the dominant ow regime in distillation and absorption
processes within structured packings. Extensive research has been carried
out to improve the understanding of the involved uid dynamics. Up to
now, these investigations mainly focused on gravity-stabilized lm ow, i.e.,
the liquid phase ows over a packing in counter-current ow with a gas phase.
In contrast, gravity-destabilized lm ow is studied much less frequently al-
This is the Accepted Manuscript of: Raddant, H., Brösigke, G., Homann, C., Illner,
M., Repke, J.-U. (2023). How do the uid dynamics change for gravity-destabilized lm
ow on structured surfaces? An experimental investigation using light-induced uores-
cence. Chemical Engineering Research and Design, Vol. 196, pp. 390-403.
https://doi.org/10.1016/j.cherd.2023.06.052
.
This work is licensed under a Creative Commons Attribution-NonCommercial-
NoDerivatives 4.0 International License,
http://creativecommons.org/licenses/
by-nc-nd/4.0/
.
Corresponding authors
Email addresses:
raddant@tu-berlin.de
(Hannes Raddant),
(Georg Brösigke),
c.hoffmann@tu-berlin.de
(Christian Homann),
(Markus Illner),
j.repke@tu-berlin.de
(Jens-Uwe Repke)
though this type of ow applies to about half of the cases in a column with
structured packings. Here, the liquid runs along the underside of the pack-
ing, also in counter-current ow with the gas phase. To close the gap in the
experimental data, this contribution investigates the fundamental uid dy-
namics of gravity-destabilized liquid lm ows on a smooth plate, a 2D wave
texture, and a 3D pyramidal texture. Results on critical convective inclina-
tion angle, drained liquid mass ow, and liquid lm thickness without gas
counter-current gas ow are reported and compared to numerical results from
literature. In the experiments, the Reynolds number is varied from 28.4 to
113.5 using a surfactant-modied aqueous system. The 2D structure showed
decreased liquid ow stability compared to the smooth surface. However, the
3D structure seems to have a stabilizing eect on the ow.
Keywords:
Fluid dynamics, Film ow, Structured surface, Rayleigh-Taylor
instability, Negative inclination angle
2
Nomenclature
Abbreviations
CCD Charged-coupled device
CFD Computational uid
dynamics
LIF Light-induced
Fluorescence
RTI Rayleigh-Taylor
instabilities
ROI Region of interest
WRIBL Weighed residual integral
boundary layer
2D Two-dimensional
3D Three-dimensional
Dimensionless numbers
Ka Kapitza number
Re Reynolds number
Greek Symbols
α
Inclination angle in
°
α
Experimental critical
convective inclination
angle in
°
β
Inclination angle in
°
δ
Liquid lm thickness in
mm
δ
Liquid lm thickness
normalized to structure
height in
=
λ
Wavelength in nm
ρ
Density in kgm
=
3
µ
Kinematic viscosity in
m
2
s
=
1
σ
Surface tension in Nm
=
1
θ
Inclination angle in
°
(same orientation as
α
)
Latin Symbols
c
Concentration in mgL
=
1
m
Share of drained liquid
mass ow in %
3
w
Width in m
q
Specic volume ow in
m
2
s
=
1
V
Volume ow in m
3
s
=
1
Indices
c
Index for component,
c1. . . Nc
Subscripts
abs Absorption
c Capillary
calc Calculated
cmc Critical micellar
concentration
crit Critical
em Emission
ex Excitation
exp Experimental
l Liquid
mean Mean value
rel Relative
sim Simulative
4
1. Introduction
Over the past decades, structured packings have been intensively studied
(Spiegel and Duss, 2014) and used in distillation (Billingham and Lockett,
1999; Kiss, 2019) and absorption processes (Aroonwilas, 2001; Flagiello et al.,
2019). A major research focus has been the impact of structured surfaces
of packing materials on uid dynamics, e.g., in terms of pressure drop and
separation performance.
Film and rivulet ow are the dominating ow regimes in the liquid phase
on a structured surface material (Green et al., 2007; Aferka et al., 2011; Repke
et al., 2011; Janzen et al., 2013). The liquid ow over the packing structure
is mainly present as a lm ow (Aferka et al., 2011; Repke et al., 2011) and
rivulet ow occurs primarily among contiguous packing materials (Janzen
et al., 2013). For overowed plates, used as approximation for packing ma-
terial, the ow changes with dierent inclinations and both ow regimes can
occur as found by Charogiannis et al. (2018). Besides distillation and ab-
sorption processes, lm ows are also present in various other applications,
e.g., heat exchangers, evaporators and condensators (Abdelall et al., 2006;
Kalliadasis et al., 2011). Due to its appearance in so many applications, a
fundamental understanding of lm ow is highly desired to accurately design
and model structured packings or even whole columns.
In general, the uid dynamic behavior of lm ows is based on a complex
balance of forces which permanently aims at minimizing the liquid surface.
Hence, dierent ow regimes are expected, e.g., wavy lm ows (Alekseenko
et al., 1994). Moreover, thermal and morphologic eects inuence the uid
dynamic behavior of a lm ow (Kapitza and Kapitza, 1949; Kalliadasis
5
Figure 1: Possible regimes regarding the liquid ow on a solid surface for dierent inclina-
tion angles: a) 0
°
β <
90
°
, b)
β=
90
°
and
α=
0
°
, c) 90
°
< β
180
°
and 0
°
< α
90
°
.
et al., 2011). There are three dierent cases for the range of conceivable
inclination angles (Rohlfs et al., 2017):
(a) the gravity-stabilized case;
(b) the vertical case;
(c) the gravity-destabilized case.
These cases are visualized in Figure 1. In case a), the liquid ows on top of
a solid surface with an overlying gas phase. The gravity stabilizes the ow
and Rayleigh-Taylor instabilities can not occur (Rietz et al., 2017). Case
b) represents a vertical fall lm, which is of minor relevance for the ow
regime in structured packings due to the corrugated morphology and not
further discussed. In case c), a liquid phase ows along the bottom of a
6
solid surface with an underlying gas phase. For this reason the less dense gas
phase ows under the more dense liquid phase causing a density dierence
in the direction of gravity. As a consequence due to induced interaction of
the liquid phase with the gas phase Rayleigh-Taylor instabilities could be
evolved (Chandrasekhar, 1961; Sharp, 1984).
In the next section, we present a brief literature review of experimental
and numerical investigations on gravity-stabilized and gravity-destabilized
ow. Based on this review, we show that there is insucient experimental
data for gravity-destabilized ow on structured surfaces below and above the
critical inclination angle and at various operating conditions as quantied
by the dimensionless Reynolds and Kapitza numbers. Afterwards, Section 3
introduces the measurement cell that was constructed to conduct the ex-
periments. Finally, Section 4 presents the results and contains a thorough
discussion of the obtained data, including the comparison with numerically
determined values by other authors. The contribution concludes with a brief
summary and an outlook to future research.
2. Literature review and theoretical background
The following section extends the theoretical background regarding gravity-
stabilized lm ow in Section 2.1 and for gravity-destabilized lm ow in
Section 2.2. In favor the decisive uid dynamics and there dierences as well
as the inuence of surface structures are explained.
2.1. Gravity-stabilized lm ow
Gravity-stabilized lm ows have been studied extensively, both experi-
mentally and numerically. For the gravity-stabilized lm ow, several ow
7
regimes may occur depending on the Reynolds number, i.e., laminar (Re
5.7
), stable wave (
25
Re
75
), turbulent ow (Re
400
) as well as
two transitions ow regimes between these Reynolds numbers (Ishigai et al.,
1972).
The Reynolds number is dened as written in Equation (1). In this
equation,
ql
is the volume ow related to the plate width
wsurface
and
µl
is
the kinematic viscosity of the liquid phase.
Re = ql
µl
with
ql=Vl
wsurface
,
(1)
For a smooth surface, the force balance for a laminar lm ow can be
described by the Nusselt correlation (Nusselt, 1916). Equation (2) is based
on the Reynolds number Re, the inclination angle
α
, and the kinematic
viscosity of the liquid phase
µl
and is valid up to Reynolds number of 400
(Brauer, 1956; Scheid et al., 2016).
δ=3·µ2
l
g·cos α1
3
·Re1
3
(2)
Its solution describes the liquid lm thickness depending on property data
(e.g., viscosity
µl
), the Reynolds number
Re
, and gravitational acceleration
for a smooth
g·cos α
laminar lm ow. The Nusselt correlation was validated
on a smooth surface using dierent measurement methods (Brauer, 1971;
Lel et al., 2005). A theoretical investigation of dierent lm ow regimes
and characteristic wave patterns was presented by Alekseenko et al. (1994).
Furthermore, semi-empirical equations for the lm thickness and velocity
for occurring stable waves in gravity-stabilized lm ows were reported by
Brauer (1971) and Al-Sibai (2004).
8
For the more generic case of plates with microstructure, Zhao and Cerro
(1992) demonstrated the inuence of the ratio between the liquid lm thick-
ness and microstructure height (
δ
) on the uid dynamics. They diered
between the following regimes:
Regime 1:
δ<0.1
; the liquid ow follows the contour of the structured
surface.
Regime 2:
0.1< δ<1
; the uid dynamics of the liquid lm are highly
inuenced by the structured surface and specic liquid ow phenomena
are expected.
Regime 3:
δ>1
; The lm thickness is noticeably higher than the structure
resulting in a minor structure inuence on the liquid ow.
Over the last 20 years, technological improvements in computer science
and laser technology have allowed a temporally and locally resolved analysis
of gravity-stabilized lm ows (Al-Sibai, 2004; Lel et al., 2005). Further-
more, lm ows over structured surfaces of various types were investigated
intensively, e.g., for dierent micro- and macrostructured surfaces (Zhao and
Cerro, 1992), and for an inclined wall with sinussoidal corrugations (Bon-
tozoglou and Papapolymerou, 1997). Moreover, lm ows over an inclined
periodic wall with rectangular corrugations were investigated by Vlachogian-
nis and Bontozoglou (2002). To study the eect of corrugation steepness,
lm ows for inclination angle from 1
°
up to 15
°
and Reynolds numbers from
10 up to 450 over an inclined periodic wall with transverse rectangular corru-
gations were investigated by Argyriadi et al. (2006) and found a stabilization
eect on the critical Reynolds number with increased corrugation steepness.
9
Moreover, one-phase and two-phase lm ows over tetrahedron and lamellar
structures were studied by Paschke (2011). The liquid lm thickness and
liquid holdup on a real packing for dierent liquid loads was investigated
by Leuner et al. (2018b) using two dierent measurement cell designs and a
successful comparison with literature correlations was shown. Likewise, the
local velocity and lm thickness on corrugated structured packing geometries
were presented by Gerke et al. (2018) and found an increased mixing across
the liquid lm, although similar orders for the velocity distribution over the
lm thickness were found experimentally.
In addition to the experimental work, numerical investigations and mod-
eling of the uid dynamics of lm ows over structured surfaces were carried
out. For a wave structure, modeling and validation by experiments was re-
ported by Shetty and Cerro (1993). Szulczewska et al. (2003) performed
simulations of liquid ows over packing structures using computation uid
dynamics (CFD) and validated their simulations with experiments. In ad-
dition, Trifonov (2011) studied the uid dynamics of lm ows on vertical
corrugated plates numerically and experimentally. The inuence of a single
microstructure, with variations in height and form, on vortex formation and
the interfacial area on the lying lm ow was numerically investigated by
Bonart and Repke (2018). The authors found no eect of microstructures
with small heights compared to the lm thickness on the enhancement of the
interfacial area, however large structures could increase the interfacial area.
As evident from this review, there is a vast body of literature on ex-
perimental and numerical investigations for gravity-stabilized lm ows for
various geometries and operating conditions. Consequentially, we excluded
10
this ow regime from our investigations within this contribution.
2.2. Gravity-destabilized lm ow
In contrast to gravity-stabilized lm ows, the understanding of uid dy-
namics of gravity-destabilized lm ows is limited. Only in the last decade,
signicant contributions in this area have been reported. The liquid phase
ows along the bottom of the packing material and on top of a gas phase
as shown in Figure 2. For this reason the less dense gas phase ows under
the more dense liquid phase causing a density dierence in the direction of
gravity. Two forms of instabilities are possible as shown in Figure 2: the
convective Rayleigh-Taylor instability (case a)) and the absolute Rayleigh-
Taylor instability (case b)). The former is characterized by a predominant
eect of the surface tension on the overall liquid lm stability or an inertia
dominated region as described by Scheid et al. (2016). For lower Reynolds
numbers the surface tension stabilizes the lm ow because the ow veloc-
ity is relatively low. For higher Reynolds numbers, inertia dominates the
ow stability. The convective Rayleigh-Taylor instability is characterized by
more dominant convective transport of perturbations compared to the local
growth rate of instabilities, amplication, or damping with increasing run
time respectively length (Brun et al., 2015). The disturbance can occur at
small run lengths and is transported away from its origin due to the convec-
tive ow. For the latter, gravity dominates the surface tension and inertia
stabilization mechanism so that continuous and regular droplet detachment
from the liquid ow at a spatial xed position occurs. Therefore, the absolute
Rayleigh-Taylor instabilty is present when perturbations grow exponentially
regardless of an existing convective ow, resulting in a spatially xed position
11
Figure 2: Possible sub-cases of gravity-destabilized liquid ow ow: a) - convective
Rayleigh-Taylor instability,
α < αcrit
; b) - absolute Rayleigh-Taylor instability,
ααcrit
.
of the perturbation and in a propagation speed of the perturbation of zero
Brun et al. (2015). Overall, the critical inclination angle marks the transition
between convective and absolute Rayleigh-Taylor instability.
According to Brun et al. (2015), the capillary length is dened as
lc=rσl
ρlg,
(3)
based on the liquid surface tension
σl
, the liquid density
ρl
and the grav-
ity constant
g
. First experiments to determine the critical inclination angle
on smooth surfaces for a laminar lm ow performed by Brun et al. (2015)
demonstrated a signicant inuence of the ratio between the liquid lm thick-
ness and the capillary length. An increase of the aforementioned ratio leads
to a smaller critical angle, as reported by (Brun et al., 2015). At this point,
we present the denition of the Kapitza number, as it is the second important
12
dimensionless number for the entire article.
Equation (4) shows the denition of the Kapitza number (Scheid et al.,
2016; Kofman et al., 2017).
Ka = σl
g1
3·µ
4
3
l·ρl
.
(4)
The denition of the Kapitza number for the vertical case as in Kofman et al.
(2017) is used for the contribution. The numerical simulations of Scheid et al.
(2016) showed that the occurrence of Rayleigh-Taylor instabilities depends
on the Reynolds number, the Kapitza number, and the inclination angle
α
at
least for lm ow over a smooth surface. An inuence of the microstructure
on the liquid ow was not investigated. Scheid et al. (2016) developed their
model based on the lubrication method to determine the linear transition be-
tween absolute and convective Rayleigh-Taylor instability designated as the
critical inclination angle numerically. They extended this model by inertial
forces and made it applicable to higher Reynolds numbers up to 60. The
minimal critical inclination angle on a smooth surface for Kapitza numbers
from 2
-3
to 1
11
was investigated by Scheid et al. (2016). For smaller angles
than the minimal critical angle of 57.4
°
, absolute Rayleigh-Taylor instabil-
ity is not present. However, it was concluded that the critical inclination
angle depends on the Reynolds number and the Kapitza number overall.
Therefore, convective instability is dominated by two mechanisms: the sur-
face tension dominates the stabilization of the lm ow until a minimum of
the critical inclination angle for increasing Reynolds number is reached. Af-
ter exceeding this minimal angle, an inertia-dominated convective instability
region is reached. Both stabilization mechanisms lead to larger critical incli-
nation angles for a constant Kapitza number. Regardless of the stabilization
13
mechanism, gravity induces instabilities in both regions. The ow is stabi-
lized with rising Reynolds number, which leads to higher critical inclination
angles for the region above the minimum critical angle reported by Scheid
et al. (2016). The lm ow is convective unstable, even if Scheid et al. (2016)
found an increasing critical inclination angle for increasing Reynolds number
after exceeding the minimal critical angle. Additional direct numerical simu-
lations and another methodology (WRIBL) was applied on the modelling of
gravity-destabilized lm ows for dierent wave types e.g. solitary-like waves
and sinussoidal-like waves and showed eddy formations in wave crests (Rohlfs
and Scheid, 2015; Rohlfs et al., 2017). These eddy formations are promoted
by structured surfaces and can be suppressed by adding surfactants (Davies,
1972).
Besides the work of Scheid et al. (2016), Kofman et al. (2017) carried
out numerical simulations with the Navier-Stokes equation as well as with
another modelling approach (WRIBL) of gravity-destabilized lm ow over
smooth surfaces regarding the two-dimensional dripping onset. Kofman et al.
(2017) concluded, that the linear absolute to convective instability transition
is insuciently predicting the dripping limit and highlight the importance
of non-linear eects. Experimental investigations on a rotating cylinder as
well as numerical studies are carried out by Rietz et al. (2017) and a major
inuence of the ow condition on droplet detachment induced by wave or
rivulet coalescence was observed. Rietz et al. (2017) concluded the transition
of the lm instability mechanism from Kapitza instability to Rayleigh-Taylor
instability is unclear and could be a sharp or a continuous conversion.
The number of experimental studies on gravity-destabilized lm ows is
14
very limited. Besides the work of Brun et al. (2015), Alekseenko et al. (2007)
observed the velocity eld of a gravity-destabilized lm ow around a circular
cylinder. Charogiannis et al. (2018) investigated gravity-destabilized lm
ow on at soda lime glass plate for inclination angles between
=
15
°
and
=
45
°
for two Kapitza numbers as well as Reynolds numbers between 0.6 and 193.
They found no droplet detachment in the investigated range of inclination
angles and reported data for liquid lm thickness and wavelength for lm and
rivulets ow. Lerisson et al. (2020) studied steady ow patterns of lm ow
on a glass plate for inclination angles
θ
in the range of 20
°
to 60
°
, reported the
thickness of the liquid lm, and carried out a stability analysis. They found
cases where rivulets could suppress or signicantly increase liquid dripping
eects. Finally, Ledda et al. (2020, 2021) also performed a stability analysis
and measurements of the lm thickness on a smooth surface for
θ
in the
range from 20
°
up to 80
°
. For a forced steady ow, spanwise parallel rivulets
were found. They also discuss a possible destabilizing eect with increasing
ow length caused by traveling lenses on top of the rivulets. Rietz et al.
(2021) investigated numerically the formation of rivulets and the wavelength
in the case of Rayleigh-Taylor instability for inclination angles
α
between
0
°
to 75
°
. They observed parallel rivulet ow with increasing inclination
angle and compared two scenarios (Re
= 1
, Ka
α=
0
°
= 13.1
and Re
= 40
,
Ka
α=
0
°
= 330
) to the work of Charogiannis et al. (2018).
So far, the experimental investigations found in the literature studied
exclusively gravity-destabilized lm ows on smooth surfaces and no exper-
imental investigations on structured surfaces were carried out. In addition,
only Ledda et al. (2020) investigated experimentally lm ows for
α > αcrit
.
15
Beside that, no experiments for inclination angles
α
up to 90
°
were reported.
To ll this gap, we present new experimental data for the full range of incli-
nation angles between 0
°
and 90
°
for a wide range of Reynolds numbers (28.4
to 113.5). Next to the critical inclination angle
αcrit
, the relative drained
liquid mass ow
mrel,exp
(i.e., the ratio of drained liquid to feed) is deter-
mined as a function of the inclination angle
α
and the Reynolds number. For
inclination angles above the critical one
αcrit
, liquid drains o the surface in
a not yet known amount. A quantication of the drained liquid ow
mrel,exp
and the mean liquid lm thickness
δmean
is determined as a function of the
inclination angle
α
and the Reynolds number as well as the surface structure.
The experiments are carried out for a smooth surface, a 2D wave structure,
and a 3D pyramidal structure. These structures were designed so that
δ
lies
between 0.1 and 1.0 as reported by Zhao and Cerro (1992). Finally, we com-
pare our results with the numerically determined critical inclination angles
on a smooth surface for the linear absolute/convective transition published
by Scheid et al. (2016).
In Figure 2, two possible ow conditions for gravity-destabilized lm ows
are shown. The case a) represents the transition state of gravity-destabilized
lm ow for
α < αcrit
. Here, convective Rayleigh-Taylor instabilities can
occur solely until
αcrit
is reached (Scheid et al., 2016). The gravity induced
acceleration of the liquid decreases with increasing
α
and a higher inuence
of the surface tension or inertia on the formation of the ow is pronounced.
Hence, changes in the ow regime from lm ow regime for
α=
0
°
to par-
allel rivulet ow regime for increasing
α
appear to be found experimentally
(Charogiannis et al., 2018) and numerically (Rietz et al., 2021). As a re-
16
sult, dierent liquid ow regimes are present: 1) lm ow, 2) ripped lm
ow and 3) rivulet ow which occur simultaneously. The mean liquid lm
thickness
δmean
rises due to less acceleration of the liquid lm in case a) in
Figure 2. Due to additional inertial forces, the Nusselt's solution for lam-
inar lm ow is no longer fullled (Zhao and Cerro, 1992; Vlachogiannis
and Bontozoglou, 2002). Nevertheless, the liquid lm thickness
δ
for smooth
and wavy laminar lm ow can still be calculated with acceptable accuracy
using Equation (2), but denitly for the vertical lm ow. Likewise, the
Reynolds number and the surface structure should have a signicant inu-
ence on the mean lm thickness
δmean
. An increased ripple of the ow and
a higher tendency of droplet formation is observed for increasing inclination
angle and for higher Reynolds number (Kofman et al., 2017). For the case
of convective Rayleigh-Taylor instabilities wave merging can occur (Kofman
et al., 2017) and near
αcrit
random and irregular liquid detachment out of the
ow may appear. The critical inclination angle
αcrit
marks the point of the
change from convective to absolute Rayleigh-Taylor instability. As soon as
α > αcrit
, absolute Rayleigh-Taylor instability occurs, which is shown in case
b) of Figure 2. Instabilities in the ow are not longer dampened or trans-
ported away from there point of origin due to surface forces or convective
impulse transport and perturbations can grow spatially (Brun et al., 2015).
The absolute Rayleigh-Taylor instability is characterized by enduring liquid
droplet detachment immediately after the liquid inlet (Scheid et al., 2016).
Therefore, the instability is spatial xed along ow path due to local growth
of instabilities with a propagation speed of the perturbation of zero (Brun
et al., 2015). Nonlinear eects like 2D and 3D waves in the ow occur due
17
to grown perturbations until saturation (Kofman et al., 2017). These nonlin-
ear waves develop along the ow direction (Kalliadasis et al., 2011) caused
by wave formation due to convection known as Kapitza instability (Kapitza,
1948). The eect of droplet formation along a rivulet amplies the occurring
instabilities (Ledda et al., 2020, 2021). Thus, the magnitude of the absolute
Rayleigh-Taylor instability is dierent and is described by the determina-
tion of the relative drained liquid mass ow
mrel
which varies regarding the
Reynolds number, the inclination angle
α
as well as the structured surface.
On this account, the relative drained liquid mass ow
mrel
is expected to be
a function of the aforementioned values.
3. Methodology and materials
In the following section, the constructed measurement cell, the experi-
mental procedures, and the employed materials are described in detail.
3.1. Measurement cell
The measurement cell is shown in Figure 3a). The setup consists of
a liquid cycle and a tiltable cell with optical measurement devices. More
information on the optical measurement systems is provided in Section 3.2.
The main parts of the measurement cell are displayed in the simplied P&ID
in Figure 3b). The liquid is pumped from the storage vessel (V-01) through a
heat exchanger (HE-02) to the measurement cell. To ensure a constant feed
temperature of (25.0
±
0.1)
°
C (TI-01), the heat exchanger is connected to a
thermostat Julabo FP-40 (HE-01). The liquid feed ow rate is monitored via
a coriolis mass ow meter Sitrans FC Massow Mass 2100 from Siemens (FIC-
01) and controlled by a frequency-controlled gear pump Verder VGS096 (P-
18
01), while the pressure is tracked using a Optibar pressure sensor from Krohne
(PI-01). The liquid is pumped through a liquid distributor, which enables
a uniform distribution over the plate width. In order to gain reproducible
inlet conditions at all inclination angles, the liquid distributor is designed as
a mixing chamber with a internal distributor and an outlet with a 1 mm gap
over a length of 220 mm. This design enables lm ow conditions at the
liquid inlet for all investigated inclination angles.
The measurement cell and the optical sensor equipment is mounted on
the same construction frame, pivoted on ball bearings, and connected to a
planetary geared stepper motor. Thus, any plate inclination can be realized.
The theoretical error of the experimental inclination angle is
±
0.01
°
. All ex-
periments were conducted on anodized aluminum surfaces with a dimension
of 220mm in width and 500mm in length.
The drained liquid is collected in a vessel (scale) whose mass is measured
via a scale system Combics Pro equipped with Combics plattform CAPS1-
60FE-NCE from Sartorius (MM-01) and recorded over time until the vessel is
full. At this point, all collected liquid is returned to the storage tank (V-01)
using a gear pump BVP-Z from Ismatec (P-02). The liquid that remains on
the plate is conveyed to V-01 using a gear pump BVP-Z from Ismatec (P-03).
The liquid component system is composed of deionized water, Marlipal
24/70 from Sasol, and rhodamine B from Fluka. The non-ionic surfactant
Marlipal was added to ensure a fully wetted surface and its concentration
c
was kept above
100
mgL
=
1
, to ensure optimal wetting properties. The con-
centration is more than two times higher than the critical micellar concen-
tration reported by Paul (2014), resulting in signicant amount of surfactant
19
Figure 3: Film ow testing rig with optical measurement technology a) schematic overview
of actual facility b) simplied P&ID owsheet of the rig.
20
in the bulk phase, so that the inuence of Marangoni eects during droplet
formation is reduced. The surfactant addition resulted in a surface tension
σl
0.033Nm
=
1
. This was regularly veried using a Krüss tensiometer
K100 equipped with the Wilhelmy plate method for a temperature of 25
°
C.
The kinematic viscosity for water at 25
°
C was used for calculations based on
(Korson et al., 1969). Simultaneously, the dynamic viscosity of the liquid,
µl
, was measured at 25
°
C using the rotational viscometer Haake viscotester
iQ. The liquid density
ρl
was determined using the installed coriolis sensor.
Rhodamine B was added as a uorescence tracer at a concentration around
5mgL
=
1
. Next to a pratical smooth surface, a 2D wave and a 3D pyramidal
microstructured surface as shown in Figure 4 were designed to study the in-
uence of a structured surfaces on the ow stability. The 2D wave structure
is shown in Figure 4a) and the 3D pyramidal structure is shown in Figure 4b).
Based on the work of Zhao and Cerro (1992), the structure height was chosen
to achieve a ratio
0.1< δ<1
for the ratio of expected lm thickness and
structure height. Thus, both surfaces have an amplitude of 1mm, because
an interaction of the surface and the liquid ow is expected. The surfaces are
made of aluminum treated with a black anodized coating without additional
surface sealing and the texture starting directly after the liquid inlet.
3.2. Light-induced Fluorescence
In general, light-induced uorescence (LIF) is an optical measurement
technique based on the excitation of a dissolved uorescence dye with an
external laser or light source. The tracer-specic emission spectrum is de-
tected using an optical detection device. Droplets, rivulets and thin lm ows
were experimentally investigated using LED-induced uorescence (Hagemeier
21
Figure 4: Geometries of the examined structured surfaces with their geometric dimensions:
a) 2D wave structured surface; b) 3D pyramidal structured surface.
et al., 2012). LIF was successfully applied for lm thickness measurement on
structured packing materials in our previous work Leuner et al. (2018a,b).
The experimental setup contains two green-light bar LEDs LB250 from
iiM AG (see Figure 3a)) with a wavelength of
λex =
528nm to ensure con-
stant and reproducible illumination during the measurements. Using this
excitation light source, the dissolved uorescence tracer rhodamine B is illu-
minated and then emits light at wavelengths
λem
between 550 and 650nm.
A lens with 50mm focal length and a variable aperture was assembled on
the camera (type: charged-coupled device, CCD). For pixelwise intensity de-
tection, a pco.2000 CCD camera from Excelitas PCO GmbH was used. The
camera was protected by a splash guard with optical access. To avoid spec-
tral interference eects of the tracer, an optical red-light bandpass lter was
mounted onto the lens.
3.3. Measurement procedure
Dened initial conditions are substantial for reproducible experimental re-
sults. For this reason, all experiments were started with a fully wetted surface
22
and an initial inclination angle of 0
°
(for visualization, see Figure 1). Then,
the relative drained liquid mass ow
mrel,exp
was determined for varying incli-
nation angles by rotating the plate. Once the liquid begins to drip from the
plate, a measurement time of at least 180s was recorded to ensure a steady
state. The determination of
αcrit
is directly linked to the weighing of drained
liquid, without the optical measurement technique being able to detect liquid
draining positions more than 200 mm from the liquid inlet. Additionally, the
velocity eld of the liquid lm ow was not investigated experimentally. In
the experimental setup, the convective and absolute Rayleigh-Taylor insta-
bility are superimposed. Based on the previous listing of the experimental
boundary conditions and the detailed discussion on the transition of absolute
to convective instability in Section 2, we dene the critical inclination angle
as
α
crit,exp
. This angle marks the beginning of an unstable lm ow with
droplet detachment due to convective Rayleigh-Taylor instability in combi-
nation with a possible superimposed Kapitza instability Rietz et al. (2017).
Due to the investigated region of inclination angle, absolute Rayleigh-Taylor
instability denitely occurs. To experimentally investigate both eects sep-
arately, a very high resolving measurement technique would be necessary.
Moreover, the application of such technique would be related to very high
eort. The focus of this work was to investigate the inuence of structured
surfaces on lm stability (i.e. droplet formation) on a larger scale. Likewise,
an evaluation based on the position of liquid detachment is dicult, because
"occurring already in the vicinity of the inlet" as mentioned by Scheid et al.
(2016), is a relative broad denition for the experimental determination of
the onset of absolute Rayleigh-Taylor instability without investigating the
23
velocity eld experimentally. The critical inclination angle
α
crit,exp
is found
when
1%
of the liquid feed drains from the plate into the tub. Two experi-
mental runs were performed to determine the critical inclination angle
α
crit
and the relative drained liquid mass ow
m
and the mean value of both runs
is reported in the gures of Section 4. In the experiments, a ow path of 500
mm was investigated with LIF measurements covering a maximum recording
area of 200 mm in length.
The measurement of the lm thickness was carried out as a single de-
termination according to a pre-dened methodology: images for background
correction and illumination correction had been taken before a measurement
sequence was started. The uorescence intensity signal was calibrated us-
ing a similar wedge calibration cuvette as described by Bonart et al. (2017).
The LIF measurements were carried out on a xed region of interest with a
size of 10cm
2
(square in the middle of the surface structure and marked in
Figure 3a)). The post-processing is carried out as follows:
1. Loading of raw image data;
2. Pixel-wise calculation of mean values based on raw image data;
3. Oset calibration (due to minimal mechanical distortion) based on the
actual inclination angle;
4. Setting of ROI;
5. Pixel-wise substraction of background noise from the current image
with average values;
24
6. Pixel-wise illumination correction (less excitation light intensity leads
to lower uorescence signal);
7. Calculation of calibration curve based on measured intensity along the
wedge cuvette in consideration of temperature changes during the cal-
ibration procedure (no temperature control of the cuvette);
8. Pixel-wise calculation of the lm thickness based on the calibration
curve;
9. Calculation of average value for lm thickness for the whole ROI;
To conclude the Section 3, we investigated ve dierent Reynolds num-
bers between
28.4
up to
113.5
for various inclination angles over three dif-
ferent surfaces. For the investigation of the critical convective inclination
angle
α
crit,exp
and the drained liquid mass ow
mrel,exp
an inclination angle
α=
0
°
was set and the critical convective angle with large angular changes
was determined. Afterwards, the critical convective inclination angle was
investigated with an increment of the inclination angle of 1
°
starting at lower
inclination angles than the expected critical angle up to 90
°
, to be able to pre-
cisely detect the dripping onset as well as the drainage ow experimentally.
Likewise, the lm thickness
δ
was determined for inclination angles between
0
°
and 90
°
and additionally compared to the critical convective inclination
angle and the drained liquid mass ow for
α=
0
°
, 20
°
, 40
°
and 60
°
.
4. Results and discussion
First, the observed critical convective inclination angles for the smooth
surface are shown. Then, the measurements of the relative drained liquid
25
mass ow and lm thickness are presented. In the last step, the impact of
the microstructure on the lm ow stability is discussed.
4.1. Critical convective inclination angle on smooth surface
The experiments on the smooth surface were carried out for an aque-
ous system with a Kapitza number of 1707 to be able to compare them to
the numerical results obtained by Scheid et al. (2016). In addition to the
measurement procedure outlined in the previous section, this also required a
minimum Reynolds number of 28.4 to always ensure a fully wetted surface
for a vertical liquid falling lm.
Experiments for ve dierent Reynolds numbers were performed to iden-
tify the critical convective inclination angle
α
crit,exp,smooth
on the smooth sur-
face and to determine the inuence of dierent Reynolds numbers on the
begin of droplet detachment due to convective Rayleigh-Taylor instabilities.
In Table 1, the experimentally determined critical convective inclination an-
gles of this work, correlation-based results for
αcrit,calc
(Equation (5) given by
Scheid et al. (2016)), and the simulation results of Scheid et al. (2016) for
the critical inclination angle
αcrit,sim
on the smooth surface are reported.
The calculation of the critical inclination angle
αcrit,calc
is carried out
using the correlation Equation (5) derived by Scheid et al. (2016) under the
boundary condition of an imposed ow rate on a smooth surface with no
inertia and no viscous extensional stress.
tan(α(0)
crit)4qsin(αcrit)(0) 2.1086Ka3
2
Re
(5)
The results for
α
crit,exp,smooth
and
αcrit,calc
show a decreasing critical in-
clination angle for rising Reynolds numbers. In addition to these values,
26
Table 1: Comparison of critical convective inclination angles
α
crit,exp
with literature data
(Scheid et al., 2016) for various Reynolds numbers Re and a Kapitza number
1707 on
a smooth surface.
Quantity Values
Re 28.4 35.5 42.6 85.1 113.5
α
crit,exp,smooth
(this work) 84.4
°
84.4
°
82.5
°
80.5
°
80.5
°
αcrit,calc
(Scheid et al., 2016) 83.3
°
82.9
°
82.6
°
81.2
°
80.6
°
αcrit,sim
(Scheid et al., 2016) 84.4
°
85.0
°
85.3
°
87.3
°
87.9
°
simulation results (read from a diagram of Scheid et al. (2016) for Kapitza
number of 1000) show an increase of
αcrit,sim
as the Reynolds number in-
creases. Scheid et al. (2016) predicted a minimum of the critical inclination
angle for a Reynolds number
8. However, we could not ensure a fully
wetted surface for these operating conditions and could therefore not verify
this minimum experimentally.
Overall, the simulation results show an opposite trend to our experimen-
tal results. In the simulation study of Scheid et al. (2016) the velocity eld
and the propagation speed of perturbations were investigated. Exclusively
for Reynolds numbers
28.4
and
35.5
, an agreement with the experiments
could be found, which lies directly in the region of the validity of the model
from Scheid et al. (2016). The stabilization eect of higher Reynolds num-
bers in the region of prevailing inertia (above the minimal critical angle) as
reported by Scheid et al. (2016) could not be reproduced without measur-
ing the velocity eld. In contrast, the transition modeled by Scheid et al.
(2016) is based on a linear transition method while omitting any experimen-
27
tal non-idealities as well as non-linear instability phenomena. On the other
hand, the results match well with the correlation-based results in terms of
trend and deviation (Scheid et al., 2016). Over the entire range of Reynolds
numbers, the deviation across all measured critical convective inclination an-
gles is below 2
°
. These minor deviations between the experimental results
and the correlation-based data can be explained with non-idealities in com-
parison with the numerical results, e.g., the practical smooth surface in the
experiment compared to an ideal smooth surface in the simulation. In ad-
dition, minor liquid maldistributions can lead to slightly asymmetrical ow
patterns, which then result in variation of the lm thickness with the width.
Also, signicant changes in the ow regime along the ow direction appear
and rivulet conuence is observed in our experiments, which could result in
earlier liquid dripping (Rietz et al., 2017). The experimental studies by Brun
et al. (2015) showed a decrease of
αcrit
for an increasing ratio of initial lm
thickness to capillary length. The overall trend of our experimental data for
α
crit,exp,smooth
conrm the experimental results from Brun et al. (2015).
The decreasing critical convective inclination angle observed in this work
can be explained by a change in the ow pattern as the inclination angle
increases. Therefore, the lm tears open and parallel rivulets are formed (as
will be shown in Figure 6. Convective Rayleigh-Taylor instabilities are grow-
ing along the ow direction and perturbations increase with higher Reynolds
number. In consequence, both eects lead to a lower critical convective in-
clination angle with rising Reynolds number. For higher inclination angles,
the liquid lm laces up and becomes thicker. In addition, the liquid lm
constricts and lead for a non dripping lm to a smaller ow width, which is
28
superimposed with the increase in lm thickness. Also the ow morphology
changes to parallel rivulet ow and this results in a velocity eld, which is
not covered by the Nusselt solution. Due to these sidewall eects the cross-
sectional area owed through changes, which inuences the ow velocity.
Nevertheless, without measuring the velocity eld a conclusive statement on
the local Reynolds number cannot be made. In summary, liquid detachment
is inuenced by the Reynolds number, the ow pattern (i.e., lm ow or
rivulet ow), the eective growth of convective Rayleigh-Taylor instabilities
along the ow direction within the dierent ow patterns, and the ratio of
local liquid lm thickness to capillary length as found by Brun et al. (2015).
4.2. Investigation of drained liquid ow and average lm thickness on smooth
surface
After the critical convective inclination angle is exceeded, liquid detaches
from the ow. A quantication of the relative drained liquid mass ow
mrel,exp
was carried out for ve dierent Reynolds numbers and for inclinations be-
tween vertical and horizontal orientation of the surface. For inclination angles
from 0
°
up to 90
°
, the mean liquid lm thickness
δmean,exp,smooth
was measured
using LIF.
Figure 5 shows the percentage of drained liquid in relation to the liquid
feed on the smooth surface,
mrel,exp,smooth
, as a function of the inclination an-
gle
α
under variation of the Reynolds number. Inclination angles signicantly
lower than
α
crit,exp
are not shown because no liquid drains o at this incli-
nations. In Figure 5 the relative drained liquid mass ow is shown over the
inclination angle
α
. For a constant Reynolds number and a rising inclination
angle
α
, the relative drained liquid mass ow
mrel,exp,smooth
increases contin-
29
Figure 5: Relative drained liquid mass ow
mrel,exp,smooth
over the inclination angle
α
for
a Kapitza number of 1707 and dierent Reynolds numbers on a smooth surface at T =
25
°
C. Lines between data points added to guide the eye.
uously. For a constant inclination angle the relative drained liquid mass ow
mrel,exp,smooth
increases with increasing Reynolds number. For low Reynolds
numbers, the liquid ow is not dominated by inertia forces, and the liquid
drains almost completely at angles slightly above the critical convective incli-
nation angle. For larger Reynolds numbers, drainage occurs earlier but the
percentage of drained liquid rises less strongly (Figure 5). For inclination
angles above 86
°
, the drainage behavior becomes almost independent of the
Reynolds number.
From Figure 5 can also be seen, that the critical convective inclination
angle
α
crit,exp
decreases with rising Reynolds number. Here, no stabilization
30
Figure 6: Liquid ow regimes on all investigated surfaces for four dierent values of
α
and
for a constant Reynolds number of 113.5. In a) to d) the ow regime on a smooth surface,
in e) to h) the ow regime on the 2D wave structure and in i) to l) the ow regime on the
3D pyramidal structure is presented. The white dashed square shows the ROI for the LIF
measurements.
eect with higher Reynolds numbers is found, which is contrary to the simu-
lation results reported by Scheid et al. (2016). However, Scheid et al. (2016)
modeled only the linear transition between both forms of the Rayleigh-Taylor
instability and liquid drainage can be inuenced by non-idealities and non-
linearities. In Figure 6, measured ow regimes at four dierent inclination
angles on all investigated surfaces are depicted at Re
= 113.5
. For inclination
angles between 0
°
and 60
°
, a lm ow is observed for the smooth surface and
the 3D pyramidal structure. A disturbed lm ow is found for the 2D wave
31
structure for
α=
0
°
, which then develops into a parallel rivulet ow for
α=
60
°
. For
α=
80
°
, the quantity of parallel rivulets generally increases, but a
signicant fraction of the ow remains as a lm ow for the smooth and 3D
surface. However, parallel rivulets remain the prevailing ow regime on the
2D structure. Once an inclination angle of 85
°
is set, the critical convective
angle is exceeded on all surface and a region of permanent liquid detachment
is reached. Therefore, a signicant amount of liquid drains from the rivulets
and the lm ow. Over the length of the plate, it transitions into a ripped
lm ow and until it forms a parallel rivulet ow. In accordance with the
ow regimes shown in Figure 6 a) to d), random and non-controllable rivulet
conuence is observed.
In addition to the experimental results for the relative drained liquid mass
ow
mrel,exp,smooth
and the presented ow patterns, we have investigated the
mean liquid lm thickness
δmean,exp,smooth
. The lm thickness was measured
for the range of
α
from 0
°
to 90
°
at dierent Reynolds numbers on a smooth
surface and is shown in Figure 7. The results for the vertical falling lm
are given in Table 2 and are compared with the theoretical values obtained
from the Nusselt correlation Equation (2). A good agreement between the
values calculated with Equation (2) and our experimental data using light-
induced uorescence was determined, including the expected increase of the
lm thickness with increasing Reynolds number (Table 2). A mean lm
thickness of 0.181mm and a mean lm thickness of 0.294mm for the lowest
(28.4) and largest Reynolds number (113.5) is shown in Table 2. Due to the
good agreement of the measured lm thickness with the theoretical Nusselt
solution, we deem the LIF method suitable to measure the lm thickness at
32
Table 2: Mean liquid lm thickness calculated with Nusselts solution and measured for
the case of a vertical falling lm
α= 0
°
at T
= 25
°
C and a Kapitza number = 1707.
Quantity Values
Re 28.4 35.5 42.6 85.1 113.5
δmean,exp,smooth
in mm (this work) 0.181 0.199 0.211 0.280 0.294
δmean
in mm (Equation (2)) 0.190 0.205 0.218 0.274 0.302
other inclination angles.
From Figure 7 it can be seen, that the lm thickness increases moder-
ately while
α60
°
, which is caused by the stronger inclination of the plate
and the resulting reduced acceleration in the imposed ow direction (Leuner
et al., 2018b). When the inclination is increased beyond 79
°
, the behavior
of the lm thickness depends highly on the Reynolds number: for the larger
Reynolds numbers (85.1 and 113.5), the lm thickness hardly changes but
then increases almost exponentially up to 87
°
. For the smaller Reynolds
numbers (28.4 to 42.6), the lm thickness remains almost constant for an-
gles up to 85
°
. The larger inclination angles also cause a signicant amount
of relative drained liquid mass ow
mrel,exp,smooth
. Because dripping occurs
after longer ow length indicating a convective Rayleigh-Taylor instability,
the lm thickness measurement is not aected. Thus, the liquid lm thick-
ness
δmean,exp,smooth
shows a slight increase due to the chosen ROI of the LIF
measurements: for
α
between 85
°
and 87
°
, droplet detachment from both the
closed liquid lm and the rivulets occurs. This drainage behavior out of the
rivulet ow pattern was also found by Ledda et al. (2020, 2021). The ap-
pearance of droplets increases the measurement error of LIF method because
33
Figure 7: Mean liquid lm thickness
δmean,exp,smooth
over the inclination angle
α
for
Kapitza number = 1707 on a smooth surface for dierent Reynolds numbers at T =
25
°
C (angles rounded to integer values).
the more intensively illuminated droplets changes the results for the measure
lm thickness. For inclination angles above 85
°
(small Reynolds numbers)
and 87
°
(high Reynolds numbers), respectively, a signicant decrease of the
lm thickness is found. For Reynolds numbers between
28.4
up to
42.6
the
percentage decrease for the lm thickness per degree is about 10 %, about 26
% for Re =
85.1
and about 37 % for Re =
113.5
. The measured lm thick-
ness for
α
between 89
°
and 90
°
is caused by still adhering liquid. Shortly
after the liquid inlet, all liquid drips o the surface completely. An increased
measurement time before taking the images would lead to
δmean,exp,smooth 0
for each Reynolds number due to the slow drying of the surface.
34
A destabilization eect of higher Reynolds numbers was found for the
critical convective inclination angle
α
crit,exp,smooth
and the relative drained
liquid mass ow
mrel,exp,smooth
. This can be attributed to the increase of
the mean lm thickness
δmean,exp,smooth
, which results in a rising ratio of lm
thickness to constant capillary length (Brun et al., 2015), resulting in lower
critical convective inclination angle. These eects cause droplet formation
on top of the lm, e.g., in the form of rivulets (Fermigier et al., 1992), and
shifts the critical convective inclination angle for higher Reynolds numbers to
lower values. The higher local lm thickness in the region of observed parallel
rivulets shown in Figure 6a) to d), seems to exceed the ratio of lm thickness
to capillary length found by Brun et al. (2015) and no counteracting eect
of ow stabilization due to higher liquid loads is found.
4.3. Investigation of critical convective inclination angle, drained liquid ow,
and average lm thickness on structured surfaces
The inuence of the structured surface on the uid dynamics of gravity-
destabilized liquid is of major importance as it may stabilize or further desta-
bilize the ow.
As shown in Table 3,
α
crit,exp
generally decreases with increasing Reynolds
number across all investigated structured surfaces. However, a divergence
from this general trend is found for Re = 35.5 and Re = 42.6 on the 2D wave
structure. The deviation from the general trend found could be explained
by the fact that for very small Reynolds numbers (28.4) the ow is strongly
slowed down resulting in liquid detachment. For larger Reynolds numbers
(85.1 and 113.5), perturbations increase more and convective Rayleigh-Taylor
instability is highly promoted. The other two lie between both conditions, so
35
that the onset occurs later due to more favorable ow conditions. However,
we found higher
α
crit,exp
for the Reynolds numbers (35.5 and 42.6) the general
trend of the dripping behavior is similiar as shown in Figure 8.
Table 3: Comparison of the critical convective inclination angle for the smooth place, a 2D
wave structure (Kapitza number = 1761), and a 3D pyramidal structure (Kapitza number
= 1703) at various Reynolds numbers for T = 25
°
C.
Quantity Values
Re 28.4 35.5 42.6 85.1 113.5
α
crit,exp,smooth
84.4
°
84.4
°
82.5
°
80.5
°
80.5
°
α
crit,exp,2D
81.0
°
83.0
°
84.0
°
75.0
°
69.0
°
α
crit,exp.,3D
86.0
°
85.0
°
85.0
°
82.0
°
83.0
°
Beside the investigation of
α
crit,exp
, the relative drained liquid mass ow
mrel,exp
for dierent structured surfaces and dierent Reynolds numbers was
investigated as shown in Figure 8. In Figure 8a), the drained liquid mass ow
mrel,exp,2D
is shown for varying Reynolds number over the inclination angle
α
for the 2D wave structure. Just as with the smooth surface,
mrel,exp,2D
also
increases. However, an earlier liquid detachment and a broader range of
α
are observed. Most importantly, an increase of the Reynolds number causes
a noticeably higher relative drained liquid mass ow
mrel,exp,2D
. Hence, a
negative inuence of the 2D wave structure on the stability of the liquid
ow is found compared to the smooth surface in Figure 5. In terms of ow
regimes, we observed both a lled 2D wave structure and a overow of the
liquid (Figure 6 e) to h)). As the inclination angle increases, a ripped lm ow
and parallel rivulets evolve sooner than on the smooth surface. The 2D waves
36
Figure 8: Relative drained liquid mass ow over the inclination angle
α
at T = 25
°
C
for dierent Reynolds numbers a)
mrel,exp,2D
on a 2D wave structured surface for Kapitza
number = 1761 and b)
mrel,exp,3D
for Kapitza number = 1703 on a 3D pyramidal structure.
Lines between data points added to guide the eye.
37
orthogonal to the liquid ow direction lead to stronger ow perturbations due
to the structure, which results in increased Rayleigh-Taylor instability. These
perturbations accumulate much faster along the ow direction compared to
the smooth surface and in the most cases dripping occurs at smaller angles.
For the investigated 3D pyramidal structure, the liquid can ow through
the channels between the pyramids along the convective ow direction. This
ow path between the structures prevents overow of the structures. Con-
sequently, the liquid distribution is better and and fewer perturbations due
to the structured surface occur. In Figure 8b), the drained liquid mass ow
mrel,exp,3D
is plotted over the inclination angle
α
for varied Reynolds num-
bers for the 3D pyramidal structure. Liquid detachment occurs for a narrow
range of the inclination angle
α
and the resulting relative drained liquid mass
ow
mrel,exp,3D
depends less on the Reynolds number. Due to the lower de-
pendence of the critical convective inclination angle and the relative drained
liquid mass ow on the Reynolds number, perturbations caused by the con-
vective ow seem to be reduced or damped. This indicates a stabilization
eect on the gravity-destabilized lm ow for 3D pyramidal structures. Due
to the more homogeneous liquid distribution caused by the 3D structure, the
local lm thickness distribution is more uniform and local maxima seem to
be reduced. Thus the ratio between lm thickness to capillary length by
Brun et al. (2015) is exceeded only for larger inclination angles, when the
lm thickness increases signicantly due to the reduced convection and thus
lower liquid velocities.
In Figure 9a), the mean liquid lm thickness
δmean,exp,2D
for varying
Reynolds number over increasing
α
is shown. At constant Reynolds number,
38
Figure 9: Mean liquid lm thickness
δmean,exp
for dierent Reynolds numbers: a) for
Kapitza number = 1761 on a 2D wave structured surface; b) for a Kapitza number = 1703
on a 3D pyramidal structure.
39
the mean lm thickness
δmean,exp,2D
remains almost the same for inclination
angles between 0
°
and 60
°
. This constant lm thickness is caused by the
valleys in the wave structure that are always lled with liquid. In addition
to the increasing mean lm thickness with higher Reynolds numbers, more
waves are observed, which are caused by the sharp edges of the orthogonal 2D
edges. Overall, an increase of the mean lm thickness
δmean,exp,2D
compared
to the smooth surface Figure 7 is found.
In the range of
α
from 80
°
to 84
°
, only a minor increase of
δ
is detected.
For even larger inclination angles, a certain amount of liquid remains in
the valleys of the structure for all Reynolds numbers, which justies the
assumption of a constant static liquid holdup. In conclusion, the 2D wave
structure seems to have a negative inuence on the lm stability and seems
to enhance convective Rayleigh-Taylor instabilities.
In Figure 9b), the measured mean liquid lm thickness for varying Reynolds
number for increasing inclination angle
α
over the 3D pyramidal structure
is shown. For inclination angles in the range of 0
°
to 60
°
, only a slight in-
crease of the mean lm thickness is observed. This trend is comparable to
the smooth surface shown in Figure 7.
The mean lm thickness
δmean,exp,3D
at dierent Reynolds numbers and
inclination angles turns out to be larger compared to the smooth surface
and lower compared to the 2D wave structure. Nonetheless, a lower liquid
lm thickness for Reynolds numbers from 28.4 to 42.6 is found and could be
caused by liquid acceleration through the cross-section between the pyramidal
structure along the ow pathway.
For
α
in the range from 80
°
to 84
°
, the largest increase of
δ
is observed
40
for Re = 28.4. This indicates a high inuence of the structure on the liquid
ow. Thus, a strong increase in the liquid holdup within the structure is con-
ceivable and indicates a partially lled structured surface. Additionally, the
lower increase of the lm thickness with rising Reynolds number compared
to the smooth surface indicates a larger liquid holdup with a plateau starting
at Re
>
85.1.
Due to the improved liquid distribution caused by the 3D pyramidal struc-
ture, a more uniformly lm ow compared to the smooth and 2D wave surface
is observed (Figure 6i) to l)).
In comparison with the smooth surface and the 2D wave structure, a
larger
α
crit,exp,3D
on the 3D pyramidal structure could be found for the investi-
gated Reynolds numbers. Additionally, the narrower range of the inclination
angle
α
over the whole range of Reynolds numbers for the relative drained
liquid mass ow
mrel,exp,3D
indicates a stabilization eect of the 3D pyrami-
dal structure on the lm ow. Given the improved liquid distribution across
the whole surface due to improved cross mixing, the 3D structure seems to
stabilize the lm ow and suppresses Rayleigh-Taylor instabilities.
5. Conclusion and Outlook
In this contribution, a measurement cell for the investigation of gravity-
destabilized lm ows, i.e., lm ows with negative inclination angles was
introduced and applied. It is aimed at closing the gap in experimentally
characterizing and understanding such ow regimes, which is present up till
now.
Experimental results for the critical convective inclination angle
α
crit,exp
,
41
the relative drained liquid mass ow
mrel,exp
, and the mean liquid lm thick-
ness
δmean,exp
for a smooth, a 2D wave, and a 3D pyramidal structured solid
surface were presented the rst time. We compared our experimental re-
sults at Reynolds numbers between 28.4 up to 113.5, a Kapitza number of
around 1707, and a smooth surface to literature data by Scheid et al. (2016).
This comparison showed good agreement. A decreasing critical convective
inclination angle with rising Reynolds number was observed experimentally.
The inuence of geometry was incorporated using a 2D wave structure
and a 3D pyramidal structure, which were intended to represent real packing
geometries. A negative inuence of the 2D wave structure on the lm ow
stability and a stabilizing eect of the 3D pyramidal structure regarding
the critical convective inclination angle, which represents the beginning of
droplet detachment from the ow, was found. Mainly a decrease of the
critical convective inclination angle with increasing Reynolds number could
also be observed for the 2D wave structure and 3D pyramidal structure.
Furthermore, the relative drained liquid mass ow for angles above the
critical convective inclination angle was quantied. A stabilizing eect of the
3D structure could be found. The relative drained mass ow was shown to
be almost completely independent of the Reynolds number. In contrast, the
relative drained mass ow for the smooth surface and the 2D wave structure
was highly inuenced by the Reynolds number.
Regarding the mean lm thickness, the 2D structure showed larger values
compared to the smooth and the 3D surface. Overall, a stabilizing eect on
the liquid ow was discovered for the 3D pyramidal structure due to the more
homogeneous lm thickness.
42
The experimental investigations show a signicant impact of the struc-
tured surfaces on the stability of gravity-destabilized lm ows. These fun-
damental experimental results can be used to better understand the uid
dynamics within packing structures used in distillation and absorption pro-
cesses. In future work, more viscous liquids should be investigated to study
the inuence of uid properties on the critical convective angle and draining
behavior. To this end, Kapitza numbers in the range from 0.1 to 200 are
of interest. To carry out further experimental investigations and to make
comparability between the results possible, the height of the structured sur-
faces has to be designed on the ratio
δ
in the range of 0.1 to 1 regarding the
expected lm thickness for higher viscous liquids.
Acknowledgements
Gefördert durch die Deutsche Forschungsgemeinschaft (DFG) - 426726119
/ funded by the Deutsche Forschungsgemeinschaft (DFG, German Research
Foundation) 426726119.
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