1
X-ray tomography :
a tool for revealing local distribution of
liquid in structured packed columns
Dominique TOYE
dominique.toye@ulg.ac.be
Products, Environment, and Processes (PEPs) Department of Chemical Engineering
Université de Liège www. chemeng.ulg.ac.be
Contents
Introduction
Experimental setup
Results
Global hydrodynamic quantities
Influence of viscosity
Flow morphology
Conclusions
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Structured packed columns
Gas/Vapor Gas/ Vapor Liquid LiquidPacked column applications
Gas-liquid absorption CO
2capture
Solvent stripping regeneration
Distillation
High performance structured packings
High void fraction
low pressure drop high capacity
High specific surface area
high mass transfer properties
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Structured packed columns
Gas/VaporGas/ Vapor
Liquid
Liquid
Liquid flow hydrodynamics
Liquid holdup
Gas – liquid interfacial surface area
Liquid flow morphology
(films, rivulets…)
Reliable predictive models
Characterisation of the fluid distribution
down to a very local scale
X-ray tomography
5 X-ray source Voltage : 30 - 420 kV Current : 2 - 8 mA Focal spot : 0.8 mm Collimator : Pb Fan beam geometry Angle : 40° - Thickn.: 1 mm
Linear detector
1280 high energy photodiodes Pitch : 0.4 mm – H : 0.6 mm 12-bit (4096 intensity levels)
Rotating table 360° object rotation (tmes= 45 s)
Max diam. : 0.45 m Max. height: 3.80 m Toye et al., Meas. Sci. Technol.,
2005,16, 2213-2220
ULG X-ray tomograph
Packed column Operating modes 1- tomographic mode 2- radiographic mode LIEGE - 11 May 2017
Packed column
Liquid distributor Pall rings (HPall= 800 mm) 4 MellapakPlus 752.Y elements rotated by 90° (HMellapak= 800 mm)Radiography of the column
(transparent PVC) Dbed= 100 mm Hbed= 1600 mm Operating conditions Liquid - Water (µ = 1 mPa.s) - Glycerine solutions (µ = 10 – 20 mPa.s) Flowrate : uL= 0 – 25 m3/m2.h Gas = Air LIEGE - 11 May 2017 6
Structured packing
MellapakPlus 752.Y geometrical properties
Packing element height 0.2 m Packing element diameter 0.10 m
(0.09 m) Specific surface area 510 m²/m³
Void fraction 97.5 % Corrugation angle 41° Corrugation base 9.85 mm Corrugation height 6.50 mm (Sulzer Chemtech) LIEGE - 11 May 2017 7 8
Image of dry packing image
Mellapak 752Y
(1)Column wall (2)Corrugated sheet (3) Wall wiper
(4) Hole Aferka et al., 2010, Chem. Eng. Sci., 65, 511–516
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Methodology
uL= 23 m³m-²hWater -1no gas flow
Grey = solid (binary image)
Blue = liquid (binary image) Aferka et al., 2007, Chem. Eng. Sci., 62, 6076-6080
Images of liquid distribution
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Liquid distribution in cross sections
LIEGE - 11 May 2017 Uniform liquid distribution Film flow predominates At contact points between sheets, rivulets and/or flooded channels Mellapak 752Y Water uL= 23 m³m-²h-1 No gas flow H =500 mm H =800 mm H =600 mm H =700 mm
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Image processing
Objective = quantitative analysis
1. Normalisation(partial volume effect)
convert grayscale values into liquid holdup values divide each pixel value by the value of a pixel
completely filled by liquid
Distribution of liquid holdup
2.
Counting of interfacial pixels
(liquid – gas) Distribution of gas-liquid interfacial areaLIEGE - 11 May 2017
Viva et al., 2011, Flow Meas Instrum, 22, 279-290
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Method validation : liquid holdup
Comparison to experimental data
(global values averaged on 70 sections)
Viva, 2008, PhD thesis, University of Pisa
Very different methods: - quick closing valves + weighing - Tomo + geometrical LIEGE - 11 May 2017
13 LIEGE - 11 May 2017 Very different methods: - chemical - geometrical
Method validation : G-L interfacial area
Comparison to experimental data
(global values averaged on 70 sections)
Aferka et al., 2011, Chem. Eng. Sci. , 66, 3413-3422
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Influence of liquid viscosity
Mellapak 752Y H = 300 mm uL= 17 m³m-²h-1 uG= 0 Water µ = 1 mPa.s
Aqueous solution of glycerine µ = 10 mPa.s Uniform liquid distribution Thicker liquid films Larger number of flooded channels between sheets
0 0,05 0,1 0,15 0,2 0 5 10 15 20 25 hL,t o t (-) uL(m³/m²h)
Water Glycerine 10 cP Glycerine 20 cP
On liquid holdup
µ
Each point = one operating condition
= averaged value over the whole packed bed (70 sections)
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Bradtmöller et al., 2015, Ind. Eng. Chem. Res., 52, 2015, 2803-2815
On G-L interfacial area
0 100 200 300 400 500 0 5 10 15 20 25 aG L (m ²/ m ³) uL(m³/m²h)Water Glycerine 10 cP Glycerine 20 cP
µ
Each point = one operating condition
= averaged value over the whole packed bed (70 sections)
On axial profiles
Liquid hold-up uL= 17 m³/m²h E le va ti o n [m m ] Hold-up [-]1 mPas 10 mPas 20 mPas
-17-K o lo n n e n h ö h e [ m m ] aeff[m²/m³]
1 mPas 10 mPas 20 mPas
uL= 17 m³/m²h
Gas-liquid interfacial surface area
E le va ti o n [ m m ]
70 cross-section images for each operating condition LIEGE - 11 May 2017
Liquid flow morphology
Flow structures
Films
Ideal morphology
Contact point flow
Liquid mixing
Flooded channels
No transfer
-18-Liquid distribution Binary image LIEGE - 11 May 2017 Janzen et al., 2013, Chem. Eng. Sci., 102, 451-460= Iterative method
Step 1 = Separation and labelling of each flow structure Step 2 = Classification based on the size and shape
-19-SIZE
Minimum and maximum Feret diameters (Fminand Fmax) computed on all flow structures
Fmin and Fmax= dimensions of the minimal enclosing parallelogram
LIEGE - 11 May 2017 Janzen et al., 2013, Chem. Eng. Sci., 102, 451-460
Flow structure classification
Flow structure classification
Step 1 = Separation and labelling of flow structures
-20-LIEGE - 11 May 2017
Janzen et al., 2013, Chem. Eng. Sci., 102, 451-460
Limited spatial resolution of the ULG X-ray CT Distinct flow structures may be adjacent « seen » as a single structure
Criterion for structure splitting
Elimination of pixels with the smallest number of neighbors
(erased pixels not lost = arbitrarily added to the main flow pattern = film flow)
5 . 0 _ < rect Feret t Flow_struc S S
Step 2 = Classification based on the size and shape
Flooded channels
Thickness ≥ distance between packing sheets
F
min> 9 mm
-21-LIEGE - 11 May 2017
Flow structure classification
Step 2 = Classification based on the size and shape
Contact point flow
« Round » shape and
Fmin< 9 mm
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Flow structure classification
2 min max < F F
Step 2 = Classification based on the size and shape
Film flow
Elongated thin shape
and
Fmin< 9 mm
+ all remaining pixels (including erased pixels from structure separation)
-23-2 min max > F F LIEGE - 11 May 2017
Flow structure classification
Flow morphology: results
- 24 µ= 1 mPa.s uL= 17 m³/m²h µ= 10mPa.s uL= 17 m³/m²h µ= 20 mPa/s uL= 17 m³/m²h Films
Flooded channels Contact points
Flow morphology
-25-Films
µ µ LIEGE - 11 May 2017Flooded
channels
Contact
points
Janzen et al., 2013, Chem. Eng. Sci., 102, 451-460
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Influence of liquid flowrate
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Flooded channels Contact points Films
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Influence of liquid viscosity
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Flooded channels Contact points Films
uL= 17 m/h
Hydrodynamic Analogy model
dH α α α α zL zG
G-L interfacial surface area
Wetting efficiency
⇒ fraction of irrigated andnon-irrigated channels
Liquid holdup
=> total amount of liquid
Liquid flow morphology
⇒ Flooded channels fraction ⇒ Contact point flow fraction( mixing length : ZL)
zG= gas mixing length (packing geometry) fraction flow point contact points contact between dist. = L z LIEGE - 11 May 2017 28
0 0,002 0,004 0,006 0,008 0,01 0,012 5 10 15 20 25 30 kL a [ 1 /s ] Flüssigkeitsbelastung [m³/m²h]
F-Faktor=0,63
Experiment SimulationModel validation :
mass transfer
Liquid load (m3/m2.h) F-factor = uG.ρρρρG0.5= 0.63 Pa0.5 CO2desorption from water − − = * * ln bot bot top top pack L L x x x x H u a k Satisfying agreement LIEGE - 11 May 2017 29
Conclusions
Tomographic measurements
Quantitative assesment of the influence
of liquid load and liquid viscosity on
G-L interfacial surface area
Liquid holdup
Flow morphology
(films, rivulets, flooded)
Mass-transfer model
-
Based on an Hydrodynamic Analogy
-Validated by mass transfer experiments
Global values
Spatial distributions
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Acknowlegments
Saïd Aferka, Michel Crine, Pierre Marchot, Aurora Viva, Elisabetta Brunazzi, Julia Steube, Anna Janzen, Evgeny Kenig