breakage of single droplets in 2-d turbulent flowsdomino.bhrgroup.com/portals/0/meeting...
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Breakage of Single Droplets
in 2-D Turbulent Flows
UM - HSMRP
Derrick I. Ko* and Richard V. Calabrese
University of Maryland
College Park, MD 20742-2111 USA
DOMINO-HSMRP Project Meetings
24 May 2017
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Project Objective
• Goal: Determine conditions for break-up of large
single droplets due to short-term, high-intensity
deformation events in turbulent flows.
– Aim to correlate breakage probability to an
appropriately-defined Weber number.
– Studied two fluids as dispersed phase: oil droplets
and air bubbles.
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Experimental Approach
• Droplets passed through 2-D channel flow with orifice
– Droplets experience deformation due to the well-defined velocity field
• Experimentally monitor breakage events to determine droplet
trajectories and locations of break-up
– High-resolution, standard frames-per-second (fps) camera with strobe
– High fps camera for visualizing breakage dynamics
• CFD simulations will inform experiment selection and data
interpretation
– Flow loop and experimental design
– Deformation rates and other flow field properties along droplet trajectories
• Combine experimental and computational results to develop
new models for predicting droplet break-up 3
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Drop Break-up in Simple Flows
4
Reynolds Number
1 0.1 0.01 10 100 1000 104 0.001 105 106
Droplet
Diameter 𝑑
𝐿= 𝑓 Ca, λ
Creeping / Stokes
Flow (Re < 1)
ηKolmogorov
Lmacro
𝑑
𝐿= 𝑓 We, Vi
Inertial Subrange
Viscous Subrange
Tra
nsit
ion
Flo
w
𝑑
𝐿= 𝑓 We, Vi, Re
𝑑
𝐿= 𝑓 Ca, Re, λ
Laminar Inertial Flow
(1 < Re < 1000)
λ =𝜇𝑑𝜇𝑐
Ca =𝜇𝑐𝑈
𝜎
Re =𝜌𝑐𝑈𝐿
𝜇𝑐
We =𝜌𝑐𝑈
2𝐿
𝜎 Vi =𝜌𝑐𝜌𝑑
𝜇𝑑𝑈
𝜎
Macroscale
Not well studied
Not well studied
Grace Curves
107
Turbulent Flow
(Re > 10,000)
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Experimental Apparatus
and Design
Breakage of Single Droplets in 2-D Turbulent Flows
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Design Criteria
• 4” x ½” cross-section in open channel (8:1)
– Rectangular cross-section for easier imaging
• 36” entrance length prior to test section
– CFD used to determine the entrance length based on the inlet
configuration
• Minimum of 24” downstream of contraction
– Reattachment of wake region to limit exit effects
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Experimental Flow Loop
7
z
x
8”
18”
18”
18”
Upstream
Section
Test
Section
Downstream
Section
Discharge
Tank
Seepex Progressive
Cavity Pump
Mass Flow Meter
(40-90 L/m)
Holding
Tank
(55L)
Test Section Detail
Channel Cross Section
Height = 1.27 cm (1/2 in.)
Width = 10.16 cm (4 in.)
Orifice Cross Section
Height = 0.32 cm (1/8 in.)
(25% open)
Width = 10.16 cm (4 in)
Continuous Phase
Properties
Density = 998 kg/m3
Viscosity = 1 cP
Maximum Re = 27,000
23” Inlet
Section
Drop injection port
Note: open channel and orifice have the same Reynolds number
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Apparatus
Downstream
Section
Discharge
Tank
Test
Section
Camera
Strobe
Inlet Section
Upstream
Section
Pressure
Transmitter
Holding
Tank
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• 25% Orifice leaves center 1/8” (25%) of channel
open for flow
• Injection of droplets automated by syringe
pump
• Two General Radio #1539a stroboscopes triggered
by programmable microcontroller provides
backlighting of droplets and bubbles
Test Section Details
9
10” minus
1/8” orifice
z
y
Orifice Slit
(25% open)
Flow
Injection
• Injection port consists of
Swagelok straight with rubber
septum
• Syringe with various needle
gauges (33, 30, 27, 26, 23, 21)
used to pierce septum and create
droplet directly in the channel
flow; droplet size dependent on
local flow conditions and surface
tension
Camera looks
into screen
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Imaging with Pulnix Camera
• Data acquisition and investigative imaging
– Pulnix TM-1405GE camera with 1392 x 1040 pixel resolution
and frame rate of ~30 frames/second (fps)
– To compensate for low frame rate, the strobe to capture multiple
images per frame
• Strobe controlled by microcontroller provides ~1 μs duration flashes
up to 420 Hz or ~14 flashes/frame (fpf)
– Break-up details will not always be visible for each drop, but we
will be able to identify the location and mechanism of breakage
• High-speed imaging
– VRI Phantom V640 camera with 1600 x 700 pixel resolution and
frame rate of up to ~3000 fps
– Droplet trajectories more finely resolved than with Pulnix camera
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Project Goals
• Goal: Develop predictive models for breakage
probability of oil droplets and air bubbles based
on appropriately defined Weber numbers using:
– Local flow conditions around the droplet
– Droplet trajectory upstream of the orifice
– Droplet trajectory through the orifice
11
Upstream Orifice
Local Conditions
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2-D Channel Flows
Breakage of Single Droplets in 2-D Turbulent Flows
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CFD with 2-D Slit Orifice
Re = 27,000 Turbulent RANS Simulation
• 3-D full channel simulations
– Turbulent: RANS w-realizable k- model & enhanced
wall treatment
– Solution Methods: PISO, 2nd order upwind for
advection terms, 2nd order for pressure, 2nd order
implicit for time
– 30 x 30 grid resolution in orifice cross-section (1.4
million cell domain)
• The flow through a rectangular orifice is not
symmetric
– “Leans” left or right depending upon initial conditions
– Asymmetry maintained by Coanda effect (lower
pressure in higher speed recirculation region)
Flow
Gravity
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Turbulent Flow Observations Asymmetric Flow when Channel Height / Orifice Height > 1.5
14
Re = ~13,000 Streamlines of
Mean Flow
El Khoury GK, Pettersen B, Andersson HI, and Barri M (2010). Asymmetries in an obstructed turbulent channel
flow. Physics of Fluids, vol. 22, pp. 095103. (Norwegian University of Science and Technology)
Escudier MP, Oliviera PJ, Poole RJ (2002). Turbulent flow through a plane sudden expansion of moderate
aspect ratio. Physics of Fluids, vol. 14, pp. 3641. (University of Liverpool)
El Khoury et al. (2010): 50% open 2-D orifice simulated with 3-D DNS
Escudier et al. (2002): 4:1 sudden expansion measured with LDA
Re = 110,000 Streamwise Velocity
x=0mm
x=+15mm
x=–15mm
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Validation via Dye Pathlines Turbulent Water Flow with FD&C Red #3 Dye Injection
15
Re = 3,400
Uorf = 0.56 m/s
Re = 7,100
Uorf = 1.16 m/s Front View
Side View
Side View
Animations at 20 fps (2/3 real-time speed); Strobe at 1 fpf
12 H = 15.24cm (6 in)
Flow is
vertically
upward
15
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Extent of Jet Lean and Recirculation Turbulent Water Flow with FD&C Red #3 Dye Injection
16
Re=3,400
Re=7,100
Re=7,100
Re=7,100
Injection
Injection
Injection
Injection
Jet leaning and the extent of ‘small’ recirculation region does
not appear to be dependent on Reynolds number, but upstream
conditions can change the side on which they occur.
1.3cm~1H 1.3cm~1H
H=1.27cm
= 0.5 in.
Flow is
vertically
upward
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Extent of Jet Lean and Recirculation Turbulent Water Flow
17
1.3 cm ~ 1H
RANS CFD
Re = 14,000
Uorf = 2.2 m/s
Full channel simulation
H = 1.27 cm
Experiment
Re = 37,000
Uorf = 6.0 m/s
Bubbles in water
1.24 cm ~ 1H
H = 1.27cm
Flow is
vertically
upward
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Strain Rate Magnitude vs. Orifice Velocity
18
Limits for SRM Contours
Re
=7
70
0
Re
=1
00
00
Re
=1
40
00
Re Uch
(m/s)
Uorf
(m/s)
Max SRM
Contour
Limit
(1/s)
Min SRM
Contour
Limit
(1/s)
7700 0.305 1.22 1910 191
10000 0.413 1.65 2600 260
14000 0.555 2.22 3500 350
19000 0.745 2.98 4680 468
1576*Uorf 158*Uorf
Re
=1
90
00
Length Scales
ηKolmogorov = 5 – 20 µm
ηTaylor = 60 – 300 µm
Lmacro > 1000 µm
D = 200 – 1200 µm
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Droplet Trajectories
Breakage of Single Droplets in 2-D Turbulent Flows
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Image Analysis
• Subtract background
• Threshold image
• Eliminate image artifacts (ex: single pixels)
• Use flood fill routine to identify droplets
– Droplets with less than 20 pixels are ignored
• Calculate
– Mean equivalent spherical diameter
– Incoming trajectory
– Trajectory through orifice
20
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21
Experimental Conditions
Low Pressure Wake Region
High Pressure Wake Region
Flow
Rate
Q
[L/s]
Average
Orifice
Velocity
Uorf
[m/s]
Reynolds
Number
Re
0.39 1.22 7,700
0.53 1.65 10,000
0.72 2.22 14,000
0.96* 2.98 19,000
Phase Fluid Density
[kg/m3]
Viscosity
[cP]
Interfacial
Tension
w/ Water
[mN/m]
Continuous Water 998 1 -
Dispersed
Air 1.2 0.018 72.0
Crystal Oil
70FG 860 24 54.8
Flow Conditions Material Properties
Some images
‘flipped’ so jet
always leans in
same direction
* oil droplets only
200 < D < 1200 µm y
z 2δ = 3175 µm
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Droplet Break-up Videos
22
Video Playback at 10 fps
1/100th real speed at Re = 10,000
1/140th real speed at Re = 14,000
Drop
Fluid Rech
D
(µm) Break-up Area Link ID#
Oil 14,000 700 Orifice leading edge Link 2/2
Oil 10,000 570 Orifice trailing edge, folding Link 3/5
Oil 10,000 760 Orifice trailing edge, folding Link 4/2
Air 10,000 700 Orifice trailing edge, binary Link 4/4
Oil 10,000 560 High pressure jet edge Link 6/10
Oil 14,000 675 Low pressure jet edge Link 2/4
Air 10,000 910 Close to orifice, but no break Link 6/4
Oil 14,000 633 Re-entrained into orifice Link 7/2
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Single Droplet Trajectory High-speed Imaging
23
-4 -2 0 2 4 6 8-4
-3
-2
-1
0
1
2
3
4
𝑧∗ = 𝑧 𝛿
𝑦∗=𝑦
𝛿
Experimental Droplet Trajectory Deformation Field
(Strain Rate Magnitude)
Break-up occurs in high deformation
regions in orifice and along jet edge.
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-1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5-0.5
0
0.5
-1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5-0.5
0
0.5
Grouped Droplet Trajectories Diameter and Reynolds Number
• Grouped trajectories did not show significant
influence of diameter or Reynolds number on
trajectories near orifice.
Oil Droplets, 400 < D < 600 µm (17 droplets)
Oil Droplets, 600 < D < 800 µm (12 droplets)
Re=10,000, Drop Intact
Re=10,000, Drop Broken
Re=14,000, Drop Intact
Re=14,000, Drop Broken
24
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-0.5 0 0.5 1 1.5 2 2.5 3-0.5
-0.4
-0.3
-0.2
-0.1
0
0.1
0.2
0.3
0.4
0.5
Grouped Droplet Trajectories Lateral Migration
• Air bubbles migrate across jet in response to the
pressure differential that causes the leaning jet.
Oil Droplets, 31 droplets Air Bubbles, 12 bubbles
Average Trajectory
Re=10,000, Drop Intact
Re=10,000, Drop Broken
Re=14,000, Drop Intact
Re=14,000, Drop Broken
-0.5 0 0.5 1 1.5 2 2.5 3-0.5
-0.4
-0.3
-0.2
-0.1
0
0.1
0.2
0.3
0.4
0.5
25
High
Pressure
Region
Low
Pressure
Region
High
Pressure
Region
Low
Pressure
Region
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Lateral Migration Prediction based
on Discrete Phase Model
26
-6 -4 -2 0 2 4 6 8 10
-4
-3
-2
-1
0
1
2
3
4
-6 -4 -2 0 2 4 6 8 10
-4
-3
-2
-1
0
1
2
3
4
Oil Droplets
Air Bubbles
• The lighter air bubbles
are more heavily
influenced by the
pressure differential
across the jet.
• FLUENT predicts that
the lateral migration is
greater when
Reynolds number is
lower.
Re = 19000
Re = 7700
Re = 19000
Re = 7700
D = 700 μm
D = 700 μm
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Lateral Migration due to
Pressure Across Jet
Re=7700 Re=19000 ΔP = ~155 Pa ΔP = ~850 Pa
ρU2 = ~93 Pa ρU2 = ~554 Pa
ρU2
ΔP
It turns out that the
pressure across the jet
does not scale up with U2.
The stream-wise
momentum increases
relative to the lateral
force.
ΔP based on z=4δ
ΔP/ρU2 = ~1.53 ΔP/ρU2 = ~1.67
𝑦∗ = 𝑦 𝛿
Pre
ssu
re D
iffe
ren
ce
Re
lative
to
P(y
=0)
(Pa
)
27
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Summary of Observations from
Droplet Paths
• Drops break on interaction with the shear layers.
• Drop paths are not strongly affected by channel
Reynolds number or droplet diameter.
• Drops tend to move toward the low pressure wake
region due to pressure differential across jet.
– Air bubbles is more strongly affected than oil droplets.
– The strength of the lateral migration depends on Reynolds
number.
28
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Modeling Break-up
Breakage of Single Droplets in 2-D Turbulent Flows
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Correlate Probability of
Breakage vs Weber Number
Breakage probability can be correlated to an appropriately
defined Weber number dependent on:
• Local flow conditions can provide a potentially device-independent
criteria for break-up, but requires an intensive degree of information.
• Upstream trajectory requires the drop distribution upstream of the
orifice, but is device dependent.
• Orifice trajectory is an intermediate form that requires drop
distribution at some point in the orifice but may be useful for a wider
range of devices (e.g. multi-orifice plates). Not yet complete. 30
𝑊𝑒 =𝜌𝑑𝜌𝑐
1/3𝜌𝑐𝑈
2
𝜎/𝐷
inertial forces
interfacial forces
Levich density correction (internal pressure vs Capillary
pressure)
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Local Weber Number Strain Rate Magnitude vs Time Average
31
0 5 10 15 20 250
200
400
600
800
1000
1200
1400
1600
1800
2000
Time [ms]
Magnitude o
f S
train
Rate
[
1/s
]
Run04 Drop04
-4 -2 0 2 4 6 8-4
-3
-2
-1
0
1
2
3
4
𝑧∗ = 𝑧 𝛿
𝑦∗=𝑦
𝛿
Experimental Data (High-speed Images)
Computational Data (Deformation Field)
Deformation History of Droplet
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Local Weber Number Definition
32
Characteristic Strain Rate
• Shear only
• Extensional only
• Strain rate magnitude
• Shear rotated to droplet
coordinate system
• Turbulent kinetic energy
• Turbulence dissipation rate
𝑊𝑒𝑙𝑜𝑐𝑎𝑙 =𝜌𝑑𝜌𝑐
1/3𝜌𝑐𝑼
2
𝜎/𝐷 𝑡∗ =
𝑡
𝒕𝒔𝒄𝒂𝒍𝒆
Time Scale
• Particle response to
fluid motion
• Oscillation time
• Eddy time k/ε
𝑡∗
𝑊𝑒𝑙𝑜𝑐𝑎𝑙
Stable
Unstable
velocity scale
𝑈 = 𝜸 𝒕∗𝐷
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Local Weber Number Peak Weber # for Different Averaging Times
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10
10
20
30
40
50
60
t=t/tscale
Weber
#
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10
10
20
30
40
50
60
t=t/tscale
Weber
#
𝑡∗ = 𝑡 𝑡𝑠𝑐𝑎𝑙𝑒 𝑡∗ = 𝑡 𝑡𝑠𝑐𝑎𝑙𝑒
𝑊𝑒𝑙𝑜𝑐𝑎𝑙 =𝜌𝑑𝜌𝑐
1/3𝜌𝑐𝛾
2𝐷3
𝜎 𝑡𝑠𝑐𝑎𝑙𝑒 =
𝑈𝑡𝑔
𝜌𝑑 + 𝜌𝑐 2
𝜌𝑑 − 𝜌𝑐
𝛾 is the maximum strain rate magnitude over an averaging time of tscale x t*.
Oil Droplets Air Bubbles
Ut is the terminal velocity of a spherical drop.
Broken Air Bubble
Unbroken Air Bubble
Broken Oil Droplet
Unbroken Oil Droplet
Re=10000 and Re=14000 Re=10000 and Re=14000
𝑊𝑒 𝑙𝑜𝑐𝑎𝑙
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0 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.10
10
20
30
40
50
60
t=t/tscale
Weber
#
Local Weber Number Removing Overlapping Data
𝑊𝑒 𝑙𝑜𝑐𝑎𝑙
𝑡∗ = 𝑡 𝑡𝑠𝑐𝑎𝑙𝑒
Combined oil and air data sets, and removed 25% of
the data to determine a potential critical Weber number.
Welocal,crit~13
Broken Oil Droplet
Unbroken Oil Droplet
Broken Air Bubble
Unbroken Air Bubble
34
Re=10000 and Re=14000
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Breakage Probability vs. Weber
Number
• Coulaloglou & Tavlarides (1977) for droplets in the
inertial subrange:
• Percy & Sleicher (1987) and Galinat et al. (2005) for
“bulk” droplet break-up:
• We used the same model forms, but adjust Weber
number for macroscale droplets:
35
𝑃 = 𝐶1exp −𝐶2𝑊𝑒
𝑃 = 𝑊𝑒𝐶1exp −𝐶2𝑊𝑒
𝑊𝑒𝐶𝑇 =𝜌𝑐휀
2/3𝐷5/3
𝜎
𝑊𝑒𝑃𝑆 =(∆𝑃/𝐷𝑜)𝐷
2
𝜎
𝑊𝑒𝐺 =∆𝑃𝐷
𝜎
𝑈 = 𝛾 𝐷
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Probability vs Local Weber Number
at Different Averaging Times
0 10 20 30 40 50 60 70 80 90 1000
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
Weber Number
Pro
babili
ty o
f B
reak-u
p
Exponential Fit
𝑃 = 1.03exp −5.29
𝑊𝑒𝑙𝑜𝑐𝑎𝑙
0 10 20 30 40 50 60 70 80 90 1000
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
Weber Number
Pro
babili
ty o
f B
reak-u
p
Exponential Fit
0 10 20 30 40 50 60 70 80 90 1000
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
Weber Number
Pro
babili
ty o
f B
reak-u
p
Exponential Fit
𝑡∗ = 0 𝑡∗ = 0.04
𝑡∗ = 0.08
0 10 20 30 40 50 60 70 80 90 1000
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
Weber Number
Pro
babili
ty o
f B
reak-u
p
Exponential Fit
𝑡∗ = 0.10
𝑃 = 0.958exp −2.82
𝑊𝑒𝑙𝑜𝑐𝑎𝑙
𝑃 = 1.01exp −4.00
𝑊𝑒𝑙𝑜𝑐𝑎𝑙
𝑃 = 0.944exp −5.54
𝑊𝑒𝑙𝑜𝑐𝑎𝑙
𝛾 = 𝛾 𝑚𝑎𝑥
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Upstream Weber Number
37
𝑊𝑒𝑢𝑝𝑠𝑡𝑟 =𝜌𝑑𝜌𝑐
1/3 𝜌𝑐𝑼𝒐𝒓𝒇
𝜹
2
𝐷3
𝜎
𝑦∗ =𝑦
𝛿
80%
50%
20% 𝛿 = 1.59 mm
is a complicated variable, depending on:
• Channel velocity
• Incoming trajectory of droplet
• Droplet material
• Variations due to turbulence
Can probability be predicted without depending on knowing the exact droplet
path and flow field?
𝛾
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-4 -3 -2 -1 0 1 2 3 40
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
1.8
y*
We
bulk
-4 -3 -2 -1 0 1 2 3 40
2
4
6
8
10
12
14
y*
We
bulk
Upstream Weber Number Droplet Distribution
38
𝑦∗ = 𝑦 𝛿
𝑊𝑒 𝑢
𝑝𝑠𝑡𝑟
Oil Droplets Air Bubbles
Re = 19,000
Re = 14,000
Re = 10,000
Re = 7,700
𝑦∗ = 𝑦 𝛿
X = broken
O = unbroken
orifice opening orifice opening
Regions with less than 5 droplets will be ignored.
Both Pulnix and
Phantom data are
included.
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-4 -3 -2 -1 0 1 2 3 40
2
4
6
8
10
12
14
y*
We
bulk
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
Upstream Weber Number Breakage Probability
39
𝑦∗ = 𝑦 𝛿
𝑊𝑒 𝑢
𝑝𝑠𝑡𝑟
Oil Droplets Air Bubbles
𝑦∗ = 𝑦 𝛿
-4 -3 -2 -1 0 1 2 3 40
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
1.8
y*
We
bulk
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
orifice opening orifice opening
Regions with less than 5 droplets are ignored.
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0 2 4 6 8 10 12 140
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
-4 -3 -2 -1 0 1 2 3 40
2
4
6
8
10
12
14
y*
We
bulk
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
Upstream Weber Number Contour Smoothing
𝑃 = 1 − exp (−𝐶 𝑊𝑒𝑢𝑝𝑠𝑡𝑟)
Fit exponential equation to
Probability vs We at each y*
𝑦∗ = 𝑦 𝛿
𝑊𝑒 𝑢
𝑝𝑠𝑡𝑟
𝑊𝑒𝑢𝑝𝑠𝑡𝑟 = 𝜌𝑐2𝜌𝑑
1/3𝐷3 𝜎 𝑈𝑜𝑟𝑓 𝛿 2
Pro
bab
ilit
y o
f B
reak
-up
40
orifice opening
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y*
We
bulk
-4 -3 -2 -1 0 1 2 3 40
2
4
6
8
10
12
14
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
-4 -3 -2 -1 0 1 2 3 40
2
4
6
8
10
12
14
y*
We
bulk
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
Upstream Weber Number Contour Smoothing
𝑦∗ = 𝑦 𝛿
𝑊𝑒 𝑢
𝑝𝑠𝑡𝑟
𝑦∗ = 𝑦 𝛿
𝑊𝑒 𝑢
𝑝𝑠𝑡𝑟
41
orifice opening orifice opening
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y*
We
bulk
-4 -3 -2 -1 0 1 2 3 40
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
1.8
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
y*
We
bulk
-4 -3 -2 -1 0 1 2 3 40
2
4
6
8
10
12
14
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
Upstream Weber Number Contour Plots
42
𝑦∗ = 𝑦 𝛿
𝑊𝑒 𝑢
𝑝𝑠𝑡𝑟
Oil Droplets Air Bubbles
𝑦∗ = 𝑦 𝛿
orifice opening orifice opening
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-3 -1 1 3 -3 -1 1 3
We 1 0.55 0.15 0.15 0.45 13 19 25 14 TOTAL DROPLETS
3 0.95 0.45 0.25 0.85 16 16 12 11 440 droplets
5 0.95 0.65 0.55 0.95 28 43 37 38
7 0.95 0.75 0.65 0.95 21 22 20 13
9 0.95 0.85 0.75 0.95 18 19 19 11
11 0.95 0.85 0.85 0.95 1 5 8 7
13 0.95 0.95 0.85 0.95 1 1 1 1
We 1 2 2 3 6 ACTUAL BREAKUP
3 15 13 4 10 314 droplets
5 27 21 29 36 0.713636 fraction
7 21 15 13 13
9 18 19 15 11
11 1 5 5 7
13 1 1 0 1
We 1 7.15 2.85 3.75 6.3 PREDICTED BREAKUP
3 15.2 7.2 3 9.35 307.9 droplets
5 26.6 27.95 20.35 36.1 0.699773 fraction
7 19.95 16.5 13 12.35
9 17.1 16.15 14.25 10.45
11 0.95 4.25 6.8 6.65
13 0.95 0.95 0.85 0.95
y*y*
Upstream Weber Number Example: Oil Droplets, Re=10000
-4 -3 -2 -1 0 1 2 3 40
2
4
6
8
10
12
14
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
-4 -3 -2 -1 0 1 2 3 40
2
4
6
8
10
12
14
y*
We
bulk
43
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Summary of Key Findings
• Strain rate magnitude and shear rate scale well with
superficial channel (and orifice) velocity.
• The Weber number for break-up of macroscale droplets
should incorporate γ D as the velocity scale.
• Based on local conditions, the critical Weber number
(90% break-up) should be around 35 with a γ based on
4–8% of particle response time.
• Contour plots relating upstream Weber number,
incoming trajectory, and droplet material to probability of
break-up have been developed.
44
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Future Work Orifice Weber Number
zref
• Choose a value of zref
• Determine yint, the intersection of droplet path with zref
• Calculate Weorf
• Correlate breakage probability vs Weorf and y* in a similar
fashion to the upstream analysis
2δ
𝑊𝑒𝑜𝑟𝑓 =𝜌𝑐2𝜌𝑑
1/3𝜸 𝒛𝒓𝒆𝒇, 𝒚𝒊𝒏𝒕2𝐷3
𝜎
yint
45