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Modeling the Effect of Relative Humidity on Adsorption Dynamics of Volatile Organic Compound (VOC) onto Activated Carbon Imranul Laskar, Zaher Hashisho, John H. Phillips, James E Anderson, and Mark Nichols Environ. Sci. Technol., Just Accepted Manuscript • DOI: 10.1021/acs.est.8b05664 • Publication Date (Web): 07 Feb 2019 Downloaded from http://pubs.acs.org on February 8, 2019
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Modeling the Effect of Relative Humidity on Adsorption Dynamics of Volatile Organic Compound (VOC) onto Activated Carbon
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Imranul I. Laskar1, Zaher Hashisho1, John H. Phillips2, James E. Anderson3, and Mark Nichols3
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1University
7
2Ford
8 9
3Ford
of Alberta, Department of Civil and Environmental Engineering, Edmonton, AB T6G
2R3 Motor Company, Environmental Quality Office, Dearborn, Michigan 48126, United States
Motor Company, Research and Advanced Engineering, Dearborn, Michigan 48121, United States
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ABSTRACT
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A two-dimensional heterogeneous mathematical model was developed and validated to study
13
the effect of relative humidity on volatile organic compound (VOC) adsorption onto activated
14
carbon. The dynamic adsorption model consists of the macroscopic mass, momentum, and
15
energy conservation equations, and includes a multicomponent adsorption isotherm to predict
16
the competitive adsorption equilibria between VOC and water vapor, which is described by an
17
extended Manes method. Experimental verifications show that the model predicted the
18
breakthrough profiles during competitive adsorption of the studied VOCs (2-propanol, acetone,
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n-butanol, toluene, 1,2,4- trimethylbenzene) at relative humidity range 0-95% with an overall
20
mean relative absolute error (MRAE) of 11.8% for dry (0% RH) conditions and 17.2% for humid
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(55% and 95% RH) conditions, and normalized root-mean-square error (NRMSE) of 5.5% and
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8.4% for dry and humid conditions, respectively. Sensitivity analysis was also conducted to test
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the robustness of the model in accounting for the impact of relative humidity on VOC
24
adsorption by varying the adsorption temperature. A good agreement was observed between
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the experimental and simulated results with an overall MRAE of 12.4% and 7.1% for the
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breakthrough profiles and adsorption capacity, respectively. The model can be used to quantify
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the impact of carrier gas relative humidity during adsorption of contaminants from gas streams,
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which is useful when optimizing adsorber design and operating conditions.
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INTRODUCTION
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Activated carbon adsorption is a widely used method to capture volatile organic compound
32
(VOC) emissions from industrial gas streams.1-4 In such streams, water vapor tends to be
33
ubiquitous, and may compete with VOCs during the separation/ purification/ recovery
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process.5-8 Typical relative humidity (RH) values ranged from 0 to 95%.3, 8-10 For instance, in the
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automotive manufacturing process, painting operations take place in spraybooths, which
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include a spraying section to apply paint to the vehicle and a water scrubber system that
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captures paint overspray.2 However, contact between the VOC-laden air stream and the water
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scrubber system increases the humidity of the air stream.
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The presence of water vapor in an adsorption stream has a detrimental effect on the
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performance of adsorbents such as activated carbon.5 This is because water vapor can compete
41
with VOCs for adsorption onto the carbon, reducing the adsorbent’s capacity for VOCs
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adsorption, particularly at high RH.11-15 For this reason, some adsorption-based VOC capture
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systems utilize air preheating in order to reduce RH. The majority of experimental work from
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the literature observed similar effects.4-6, 12-20
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Theoretical studies on the effect of water vapor on VOCs’ adsorption are limited and therefore,
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mathematical models describing the competitive adsorption equilibria and dynamics between
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water vapor and VOCs are scarce.5, 6, 8, 12 In addition, the majority of adsorption dynamics models
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are one-dimensional and focus only on the axial variation of the adsorption process
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parameters. They fail to analyse important factors such as radial dispersion and channeling
50
effects in an adsorption column and therefore have limitations in comprehensively simulating a
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fixed bed adsorption process.16-20 In recent years, a few studies have carried out two-
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dimensional (axial and radial) mathematical modeling to predict the transport processes (mass,
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momentum, and energy) in a fixed bed adsorber, with good agreement between experimental
54
and modeled results (overall mean relative absolute error = 6%).21-24 However, these models did
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not consider the impact of water vapor on VOC adsorption.
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This paper focuses on the development and validation of a mathematical model to predict the
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effects of carrier gas relative humidity (RH) on VOC adsorption dynamics. For this purpose, a
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comprehensive mathematical model encompassing competitive adsorption kinetics
59
(macroscopic mass, energy, and momentum conservation equations) was developed and
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coupled to a water vapor-VOC adsorption isotherm. The model was validated and used to
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evaluate the effect of temperature on the adsorber performance.
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MODEL DEVELOPMENT AND VALIDATION METHOD
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Variable and Parameters Definition
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The model parameters and variables are defined in Table 1.
66
Physical Model
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The simulated bench-scale adsorber consisted of a cylindrical stainless-steel tube with a 7.87-
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mm inner radius (R), containing 13.3 g of beaded activated carbon (BAC) particles (mean
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diameter = 0.75 mm) resulting in a 115 mm-long fixed bed (L) of BAC. The BAC is mainly
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microporous (micropore volume = 0.51 cm3/g, total pore volume = 0.57 cm3/g) and has a
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Brunauer-Emmett-Teller (BET) area of 1390 m2/g.22 For dry (0% RH) and humid (55% and 95%
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RH) conditions, a 10-SLPM air stream at 298 K (25 °C) containing 1,000 ppmv of VOC entered
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from the top of the fixed-bed adsorber tube at a superficial velocity (us) of 0.856 m/s and exited
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from the bottom of the tube. For the humid conditions, a dry air stream was humidified and
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then mixed with the VOC, to maintain the RH of the inlet stream at 55% or 95%. The VOCs
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tested in this study are typically present in automotive painting operations and were selected
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to provide a range of water miscibility and polarity; with toluene, n-butanol, and 1,2,4-
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trimethylbenzene (TMB) being the non-polar VOCs and acetone and 2-propanol the polar ones.
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The adsorbent bed effluent VOC concentration and relative humidity were measured using a
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flame ionization detector (FID) (Baseline Mocon, Series 9000) and a RH sensor (Vaisala
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HMT330), respectively. To evaluate the effect of temperature on adsorption during dry and
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humid conditions, the temperature of the adsorbent bed was raised to 305 K (32 °C) using
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heating and insulation tapes (instead of the baseline 298 K), while keeping the dry/humid inlet
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air stream at room temperature of 298 K. The bed temperature was measured using a 0.9 mm
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type K thermocouple (Omega) that was inserted at the center of the tube and at a distance of
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75 mm from the bed bottom. More details on the setup of the adsorber are provided in the
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supporting information (SI).
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Major assumptions used for the proposed model development include negligible variation of
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flow properties in the angular direction of the cylindrical tube, negligible adsorption of the
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carrier gas (air), ideal gas behaviour, and axisymmetric flow conditions. These assumptions
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simplified the model geometry representing the adsorber into a two-dimensional (2D)
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axisymmetric geometry (Figure 1), which reduces the overall computation cost.
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Figure 1. Simplification of the simulated adsorption unit into a 2D axisymmetric geometry.
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Table 1. Model variables and parameters Symbol description main variables 𝑪𝒊 gas-phase concentration 𝑪𝒔,𝒊 adsorbed-phase concentration 𝑪𝒔𝒆,𝒊 equilibrium adsorbedphase concentration body force 𝑭 gas pressure 𝑷 radial distance 𝒓 adsorption time 𝒕 fixed-bed temperature 𝑻 gas velocity vector 𝒖 resultant gas velocity |𝒖| axial distance 𝒛 Input variables 𝑩𝒑,𝒊 pore Biot number 𝑪𝒐, 𝒊
𝑪𝒔𝒐, 𝒊
𝑪𝒆𝒇𝒇 𝑪𝑭
𝑪𝒑,𝒇 𝑪𝒑,𝒑 𝑫𝒃 𝒅𝒑
inlet gas concentration of the ith component
value/formula
𝜌𝑏(𝑞𝑣 𝑜𝑟 𝑞𝑚𝑣); 𝜌𝑏(𝑞w 𝑜𝑟 𝑞𝑚w) 𝑔 ∗ 𝜌𝑓
Table 2; (𝑘𝑒𝑥,𝑖𝑑𝑝) (2𝐷𝑒𝑓𝑓,𝑖) 1000 (VOC) 0, 55 or 95 (relative humidity) 0, 18000 or 31000 (relative humidity) 𝜌𝑏(𝑞𝑣 𝑜𝑟 𝑞𝑚𝑣); 𝜌𝑏(𝑞w 𝑜𝑟 𝑞𝑚w)
units
reference(s)
kg/m3
eq. (1)
kg/m3
eq. (6)
kg/m3
eq. (7) & (8)
N/m3 kPa m s K m/s m/s m
25, 26
1
27
ppmv %
boundary condition
eq. (5) N/A N/A eq. (20) eq. (16) eq. (18) N/A
ppmv
adsorbed phase concentration of the ith component in equilibrium with its inlet gas phase concentration effective volumetric heat capacity empirical correction 0.55(1 ― 5.5(𝑑𝑝 𝐷𝑏)) factor for Forchheimer’s drag coefficient calculation heat capacity of air
kg/m3
boundary condition
J/(m3.K)
22
1
25
J/(kg.K)
heat capacity of BAC tube inner diameter average BAC particle diameter
J/(kg.K) m m
COMSOL material database
706.7 0.01575 7.5 * 10-4
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measured 28
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𝑫𝒂𝒙,𝒊 𝑫𝑨𝑩,𝒊 𝑫𝒆𝒇𝒇,𝒊 𝑫𝒊 𝑫𝒑,𝒊 𝑫𝒓,𝒊 𝑫𝒔,𝒊 𝑫𝒔𝒐
𝒈 𝒉 ∆𝑯𝒗𝒂𝒑,𝒊 ∆𝑯𝒂𝒅,𝒊 ∆𝑯𝒔𝒐𝒍,𝒊
axial dispersion coefficient molecular diffusivity effective diffusion coefficient symmetric mass dispersion tensor pore diffusion coefficient radial dispersion coefficient surface diffusion coefficient surface diffusion constant acceleration of gravity adsorber wall heat transfer coefficient adsorbate heat of vaporization heat of adsorption heat of dissolution
ionization potential shear stress
𝒌𝒂𝒙
axial thermal conductivity stagnant bed thermal conductivity effective thermal conductivity tensor external mass transfer coefficient air thermal conductivity
𝒌𝒆𝒇𝒇 𝒌𝒆𝒙, 𝒊 𝒌𝒇 𝒌𝒊𝒏, 𝒊 𝒌𝒐𝒗, 𝒊
eq. (4)
m2/s m2/s
eq. (5) eq. (13)
m2/s
eq. (2)
m2/s
eq. (15)
m2/s
eq. (3)
Table 2
m2/s
eq. (14)
1.1 * 10-8
m2/s
29
Table 2
𝑰𝑷𝒊 𝑱
𝒌𝒃
m2/s
9.81 m2/s 𝑝 𝐷𝑏)30 1 ― (2𝑑.K) (2.4 𝑑𝑝)𝑘𝑝 + 0.054(𝑘𝑓 𝑑𝑝)(W/(m )𝑅𝑒𝑝𝑃𝑟1/3 Table S1 17.42 (acetone-water system) 210.35 (2-propanolwater system) Table S1
Table 2
internal mass transfer coefficient overall mass transfer coefficient
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kJ/mol
eq. (22)
kJ/mol kJ/mol
eq. (22)
kJ/mol
32, 33
eV N/m2
eq. (22), 34 eq. (17)
W/(m.K)
eq. (27)
W/(m.K)
eq. (28)
W/(m.K)
eq. (25)
m/s
eq. (11)
W/(m.K) 1/s
COMSOL material database eq. (12)
1/s
eq. (10)
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0.17
𝒖𝒔
BAC particle thermal conductivity radial thermal conductivity tube bed length molecular weight of adsorbate molecular weight of air mass of BAC in tube molecular Peclet number for heat transfer Prandtl number equilibrium adsorption capacity for watermiscible VOC in a mixture gas flow rate equilibrium adsorption capacity for water vapor in a mixture equilibrium adsorption capacity for VOC in a mixture equilibrium adsorption capacity for water vapor in a mixture containing water-miscible VOC particle Reynolds number average BAC pore radius momentum sink Schmidt number mass sink of the gas phase heat source adsorbate boiling point adsorber wall temperature superficial velocity
𝑽𝒑𝒐𝒓𝒆
BAC pore volume
𝒌𝒑 𝒌𝒓 𝑳 𝑴𝑨,𝒊 𝑴𝑩 𝒎𝑩𝑨𝑪 𝑷𝒆𝒐
𝑷𝒓 𝒒𝒎𝒗
𝑸 𝒒𝒘
𝒒𝒗
𝒒𝒎𝒘
𝑹𝒆𝒑 𝒓𝒑𝒐𝒓𝒆 𝑺 𝑺𝒄𝒊 𝑺𝒎,𝒊 𝑺𝒉,𝒊 𝑻𝒃,𝒊 𝑻𝒘
W/(m.K)
35
W/(m.K)
eq. (26)
0.115 Table S1
m g/mol
measured eq. (5), 34
29.0 13.3 (𝑢𝑠𝜌𝑓𝐶𝑝,𝑓𝑑𝑝) 𝑘𝑓
g/mol g 1
(𝜇𝑓𝐶𝑝,𝑓) 𝑘𝑓
1 kg/kg
eq. (7)
SLPM kg/kg
measured eq. (8)
kg/kg
eq. (7)
kg/kg
eq. (8)
(𝜌𝑓𝑢𝑠𝑑𝑝) (µ𝑓(1 ― 𝜀𝑝))
1
37
1.1
nm N/m3 1 kg/(m3.s)
21
Table S1 298
J/(m3.s) K K
0.856
m/s
0.57
cm3/g
eq. (21) eq. (14), 34 boundary condition boundary condition
10.00
µ𝑓 (ρ𝑓𝐷𝐴𝐵,𝑖)
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measured 36
30
eq. (18) 38
eq. (6)
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molar volume of VOC adsorbed molar volume of water vapor adsorbed average micropore width of BAC polarizability empirical correction factor for mass diffusion terms Forchheimer’s drag coefficient bulk bed porosity
𝑀𝐴,1/𝜌𝑣
cm3/mol
𝑀𝐴,2/𝜌𝑤
cm3/mol
1.02
nm
Table S1 20
cm3 x 10-24 eq. (22), 34 38 1
𝜌𝑓(𝐶𝐹 𝜅)
kg/m4
25
)
25
𝑉𝑝𝑜𝑟𝑒𝜌𝑝
𝜿
particle porosity bed porosity as a function of radial distance from the center bed permeability
(𝜀𝑟3𝑑𝑝2) (150(1 ― 𝜀𝑟)2)
m2
25
µ𝒇
air viscosity
temperature dependent
Pa.s
𝝆𝒃 𝝆𝒇
bulk bed density air density
595 temperature dependent
kg/m3 kg/m3
𝝆𝒑 𝝈𝒊 𝝉𝒑 𝝊𝑨,𝒊
BAC particle density surface tension BAC particle tortuosity atomic diffusion volume of adsorbate atomic diffusion volume of air surface to pore diffusion flux ratio
𝜌𝑏 (1 ― 𝜀 ) 𝑏 1 𝜀 0.5 𝑝 Table S1
kg/m3 mN/m 1 1
COMSOL material database measured COMSOL material database
20.1
1
40
Table 2;
1
41
Table 2;
1
𝒗𝒗 𝒗𝒘 𝒘𝒎𝒊𝒄 α𝒊 𝜶𝟎
𝜷𝒇 𝜺𝒃 𝜺𝒑 𝜺𝒓
𝝊𝑩 𝝋𝒊
0.379 +
(0.078 ((𝐷
𝜀𝑏(1 + ((1 ― 𝜀𝑏)
𝑏
𝑑𝑝) ― 1.8)1
22 1 1 ∗ (𝑅 ― 𝑟)) 25 𝜀𝑏) ∗ 𝑒𝑥𝑝(( ―6 𝑑𝑝)
(𝜌𝑏𝐷𝑠,𝑖𝑉𝑜𝑣, 𝑚𝑎𝑥𝜌𝑣) (𝐷𝑒𝑓𝑓,𝑖𝐶𝑜,𝑖)
(𝜌𝑏𝐷𝑠,𝑖𝑉𝑜𝑤, 𝑚𝑎𝑥𝜌𝑤) (𝐷𝑒𝑓𝑓,𝑖𝐶𝑜,𝑖)
Indices 𝒊 N/A
22
component 1 (VOC); component 2 (water vapor) not applicable
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)
22
eq. (22), 34 39
eq. (5), 34
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Governing Transport Phenomena
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The model developed here is an extension of the one developed by Tefera et al. for adsorption
99
of single and mixtures of VOCs from a dry stream in a fixed-bed adsorber.21, 22
100
The model accounts for adsorbate mass balance in the gas phase and adsorbed phase as well as
101
the heat and momentum balance across the fixed bed adsorber. These transport phenomena
102
are described by partial differential equations (PDEs), ordinary differential equations, and
103
algebraic equations, as depicted in the following subsections.
104 105
Gas-Phase Mass Balance
106
Adsorbate mass transport in the gas phase of a fixed-bed adsorber is governed by dispersion
107
and convection, and is described as: 42, 43
108
―∇(𝐷𝑖 ∗ ∇𝐶𝑖) + (𝑢 ∗ ∇𝐶𝑖) +
109
where 𝐷𝑖 is the symmetric mass dispersion tensor:
110
𝐷𝑟,𝑖 0 𝐷𝑖 = 0 𝐷 𝑎𝑥,𝑖
111
The radial (𝐷𝑟,𝑖) and axial (𝐷𝑎𝑥,𝑖) dispersion coefficients are described in equations (3) and (4)
112
respectively.38, 44
113
𝐷𝑟,𝑖 = 𝛼0 +
114
𝐷𝑎𝑥,𝑖 = 𝛼0 +
115
where 𝐷𝐴𝐵,𝑖 is the molecular diffusivity of the ith component described as:40
|
(
(
𝐷𝐴𝐵,𝑖 =
∂𝑡
+
( )∗𝑆 1 ― 𝜀𝑝 𝜀𝑝
=0 𝑚,𝑖
(1)
|
(2)
𝑆𝑐𝑖𝑅𝑒𝑝 𝐷𝐴𝐵,𝑖
)
8
(3)
𝜀𝑏
𝑆𝑐𝑖𝑅𝑒𝑝 𝐷𝐴𝐵,𝑖
)
2
(
𝑃((∑𝜐)𝐴,𝑖
0.33
(4)
𝜀𝑏
0.0101325 ∗ 10 ―3𝑇1.75
116
∂𝐶𝑖
― (∑𝜐)𝐵
𝑀𝐴,𝑖 + 𝑀𝐵 𝑀𝐴,𝑖𝑀𝐵
)
(5)
0.33 2
)
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The mass sink (𝑆𝑚,𝑖) of the gas phase is represented by the linear driving force (LDF) model
118
given as:45
119
𝑆𝑚,𝑖 = 𝑘𝑜𝑣,𝑖(𝐶𝑠𝑒,𝑖 ― 𝐶𝑠,𝑖)
120
The LDF model has similar accuracy, but is less time-consuming and complex than other
121
computationally demanding models that rely on individual particle mass transport.45
122
𝐶𝑠𝑒,𝑖, the equilibrium adsorbed-phase concentration, is obtained from the multicomponent
123
competitive adsorption isotherm (equations (7) and (8)).
124
𝐶𝑠𝑒,1 = 𝜌𝑏(𝑞𝑣 𝑜𝑟 𝑞𝑚𝑣)
(7)
125
𝐶𝑠𝑒,2 = 𝜌𝑏(𝑞𝑤 𝑜𝑟 𝑞𝑚𝑤)
(8)
126
Here, the LDF-based gas-phase mass sink acts as the source for the adsorbed phase.45
127 128
VOC-Water Vapor Multicomponent Adsorption Isotherm Formulation
129
An accurate prediction of the multicomponent adsorption isotherms serves as a good basis to
130
describe the competitive adsorption dynamics between water vapor and VOC.43 A
131
thermodynamically consistent, potential theory-based Manes method was applied to predict
132
the competitive multicomponent adsorption equilibrium between VOC and water vapor. The
133
method was originally developed for water-immiscible organics, and in this study it was
134
extended to polar VOCs by introducing a Raoult’s law-like equation. The Manes model (i.e. the
135
equations in the Manes method) was numerically solved using MATLAB. It requires only the
136
single-component adsorption isotherms of the studied VOCs (2-propanol, acetone, n-butanol,
137
toluene, 1,2,4- trimethylbenzene (TMB)) and water vapor as inputs. The modified Dubinin-
138
Radushkevich (MDR) and the Qi-Hay-Rood (QHR) equations were selected to represent the
139
single-component adsorption isotherm of VOC and water vapor, respectively. The equilibria
(6)
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predictions using this method were encouraging and therefore, were applied here to model
141
competitive adsorption kinetics between VOC and water vapor. Details on the equilibria
142
formulation and the extended Manes method are provided elsewhere.26
143 144
Adsorbed-Phase Mass Balance
145
The diffusive adsorbate transport in the adsorbed phase is characterized using the LDF model as
146
mentioned above, and is given as:42, 45
147
∂𝐶𝑠,𝑖 ∂𝑡
(9)
= 𝑘𝑜𝑣,𝑖(𝐶𝑠𝑒,𝑖 ― 𝐶𝑠,𝑖) = 𝑆𝑚,𝑖
148
The LDF overall mass transfer coefficient (𝑘𝑜𝑣,𝑖) considers both the internal (1/𝑘𝑖𝑛,𝑖) and
149
external (1/𝑘𝑒𝑥,𝑖) mass transfer resistances described as:38, 46
150
𝑘𝑜𝑣,𝑖
151
where
152
𝑘𝑒𝑥,𝑖 =
153
𝑘𝑖𝑛,𝑖 =
154
The internal mass transfer coefficient is controlled by macropore molecular diffusion.38 The
155
external mass transfer resistance applied here can be used for any type of fixed-bed dynamics
156
and configuration. 46 Applicability of the external mass transfer resistance depends on the pore
157
Biot number (𝐵𝑝,𝑖). If 𝐵𝑝,𝑖 is larger than unity, then the effect of external mass transfer
158
resistance is negligible and the overall mass transfer is governed by internal or intraparticle
159
diffusion.47
1
𝑑𝑝
1
(10)
= 𝑘𝑒𝑥,𝑖 + 𝑘𝑖𝑛,𝑖
[1 + 1.5(1 ― 𝜀𝑏)]𝐷𝐴𝐵,𝑖 𝑑𝑝
1/3 (2 + 0.644𝑅𝑒1/2 𝑝 𝑆𝑐𝑖 )
60𝜀𝑝𝐶𝑜,𝑖𝐷𝑒𝑓𝑓,𝑖
(11) (12)
τ𝑝𝐶𝑠𝑜,𝑖𝑑𝑝2
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The effective diffusion coefficient (𝐷𝑒𝑓𝑓,𝑖 ) comprises surface (𝐷𝑠,𝑖 ) and pore (𝐷𝑝,𝑖 ) diffusion;
161
and is written as:29, 48, 49
162
𝐷𝑒𝑓𝑓,𝑖 = 𝐷𝑝,𝑖 +
163
𝐷𝑠,𝑖 = 𝐷𝑠𝑜𝑒𝑥𝑝
164
𝐷𝑝,𝑖 = 𝐷𝐴𝐵,𝑖
165
Surface diffusion can be neglected from the effective diffusion resistance if the surface to pore
166
diffusion flux ratio (𝜑𝑖) is found to be less than unity; otherwise pore diffusion can be
167
neglected.41 Here, pore diffusion consists of only molecular diffusion.
(
∂𝐶𝑠,𝑖
(13)
∂𝐶𝑖 𝐷𝑠,𝑖
―5.38𝑇𝑏,𝑖
)
𝑇
(14) (15)
168 169
Momentum Balance
170
The momentum balance equation adopted here accounts for Darcy and Brinkman viscous
171
terms, Navier-Stokes’ convective term, and Forchheimer’s inertial term.25 This model has been
172
previously applied with success, and is described as:21, 22
173
(( ) + (𝑢 ∗ ∇) ) = ―∇𝑃 + ∇𝐽 ― 𝑆 + 𝐹
𝜌𝑓
∂𝑢
𝑢
𝜀𝑟
∂𝑡
𝜀𝑟
(16)
174
The shear stress (J) is defined in terms of gas viscosity (µf):
175
𝐽 = (𝜇𝑓𝜀𝑟 (∇𝑢 + (∇𝑢)′) ―
176
Momentum dissipation of the gas flow across the fixed-bed adsorber is represented by Darcy’s
177
friction loss factor, Forchheimer’s inertial term, and a sink term due to the adsorption of VOC
178
and/or water vapor (equation (18)).
179
𝑆=
1
(
𝜇𝑓 𝜅
(
1
(
2
(
2 3
))
∗ (∇𝑢)
))𝑢
∂𝐶𝑠,𝑖
+ 𝛽𝑓|𝑢| + 𝜀𝑟 ∑𝑖 = 1
∂𝑡
(17)
(18)
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The continuity equation given below accounts for the compressibility of the gas flow in the
181
fixed-bed adsorber and the sink due to VOC and/or water vapor adsorption:
182
∂(𝜀𝑟𝜌𝑓) ∂𝑡
2
∂𝐶𝑠,𝑖
+∇ ∗ (𝜌𝑓𝑢) = ∑𝑖 = 1
(19)
∂𝑡
183
Energy Balance
184
The main assumptions for formulating the energy balance equation across the fixed-bed
185
adsorber are: local thermal equilibrium between the solid adsorbent and the gas, and negligible
186
pressure work and viscous heat dissipation. The convection-diffusion-based heat transfer
187
equation was previously validated for single and multicomponent adsorption systems.21, 22
188
𝐶𝑒𝑓𝑓 ∂𝑡 + 𝐶𝑝,𝑓𝜌𝑓𝑢 ∗ ∇𝑇 ― ∇(𝑘𝑒𝑓𝑓∇𝑇) = ∑𝑖 = 1𝑆ℎ,𝑖
189
The domain heat source is the heat of adsorption of the ith component, and is described using
190
equation (21) for mixtures involving non-polar adsorbates and water vapor:
191
𝑆ℎ,𝑖 = ( ― ∆𝐻𝑎𝑑,𝑖)
192
where the heat of adsorption (∆𝐻𝑎𝑑,𝑖) is dependent on the properties of the adsorbate and the
193
adsorbent:50
194
―∆𝐻𝑎𝑑,𝑖 = 103.2 + 1.16α𝑖 +0.76∆𝐻𝑣𝑎𝑝,𝑖 ―3.87(𝐼𝑃𝑖) ―0.7𝜎𝑖 ―26.1𝑤𝑚𝑖𝑐
195
For mixtures involving polar adsorbates and water vapor, heat of dissolution (∆𝐻𝑠𝑜𝑙,𝑖) is also
196
incorporated (equation (23)).
197
𝑆ℎ,𝑖 = ( ― ∆𝐻𝑎𝑑,𝑖 ― ∆𝐻𝑠𝑜𝑙,𝑖)
198
The effective volumetric heat capacity (𝐶𝑒𝑓𝑓) of the solid-gas system is calculated from:
199
𝐶𝑒𝑓𝑓 = (1 ― 𝜀𝑝)𝜌𝑝𝐶𝑝,𝑝 + 𝜀𝑝𝜌𝑓𝐶𝑝,𝑓
200
The effective thermal conductivity tensor (𝑘𝑒𝑓𝑓) is given as:
∂𝑇
2
(20)
𝑑𝐶𝑠,𝑖
(21)
𝑑𝑡
(22)
𝑑𝐶𝑠,𝑖
(23)
𝑑𝑡
(24)
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|
|
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𝑘𝑟 0 𝑘𝑒𝑓𝑓 = 0 𝑘 𝑎𝑥
202
𝑘𝑟 and 𝑘𝑎𝑥 are the radial and axial effective thermal conductivities of the fixed-bed adsorber
203
respectively (equations (26) and (27)).29
204
𝑘𝑟 = 𝑘𝑏 + 8𝑃𝑒𝑜𝑘𝑓
205
𝑘𝑎𝑥 = 𝑘𝑏 + 2𝑃𝑒𝑜𝑘𝑓
206
where 𝑘𝑏 is the stagnant bed thermal conductivity, that is, the thermal conductivity of the
207
fixed-bed with stagnant gas.29
208
𝑘𝑏 = (1 ― 𝜀𝑝)𝑘𝑝 + 𝜀𝑝𝑘𝑓
(25)
1
(26)
1
(27)
(28)
209 210
Initial and Boundary Conditions
211
The initial and boundary conditions applied to the 2D mathematical model here are described
212
graphically in Figure 1. For mass transfer, a constant concentration boundary condition (𝐶𝑖 =
213
𝐶𝑜,𝑖; 𝐶𝑠,𝑖 = 𝐶𝑠𝑜,𝑖) and a flux boundary condition ( ―𝑛 ∗ (𝐷𝑖∇𝐶𝑖) = 0; ―𝑛 ∗ (𝐷𝑖∇𝐶𝑠,𝑖) = 0) are set
214
at the inlet (𝑍 = 𝐿) and the outlet (𝑍 = 0) of the fixed-bed adsorption tube, respectively. In
215
addition, zero flux was considered at the adsorber wall (𝑟 = 𝑅); with (𝐶𝑜,𝑖 = 0;𝐶𝑠𝑜,𝑖 = 0) during
216
initial conditions (𝑡 = 0). For momentum balance, normal inflow velocity boundary condition (
217
𝑢𝑠 = 0.856 𝑚/𝑠) is set at the inlet, atmospheric pressure (𝑃 = 101.325 𝑘𝑃𝑎) is set at the
218
outlet (𝑢 = 0 m/s; 𝑃 = 101.325 𝑘𝑃𝑎) at 𝑡 = 0, and a no slip boundary condition is applied to
219
the wall of the adsorption tube. For heat transfer, a constant temperature boundary condition (
220
𝑇 = 298 𝐾), a flux boundary condition ( ― 𝑛 ∗ (𝑘𝑒𝑓𝑓∇𝑇) = 0), (𝑇 = 298 𝐾), and a convective
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heat flux (𝑞𝑜 = ℎ ∗ (𝑇𝑤 ― 𝑇)) are specified at the inlet, outlet, initial conditions, and wall of the
222
fixed-bed adsorber, respectively.
223 224
Solution Method
225
The mass, momentum, and heat transfer across the fixed-bed adsorber were coupled and
226
simultaneously solved using COMSOL Multiphysics software (Version 4.3a). This simulation was
227
coupled with the interpolation-function-based MATLAB-coded Manes method. The
228
computation time was typically 2 to 3 hours on a computer with current generation Intel Core
229
i7 processor and 12 GB RAM. In COMSOL Multiphysics, the governing equations were solved
230
numerically using the finite element method. The software’s coefficient form PDE interfaces,
231
built-in momentum and energy interfaces were used respectively to represent the mass,
232
momentum, and heat transfer equations. A second-order element was used for concentration,
233
pressure, and temperature, while a third-order element was used for velocity to improve model
234
convergence and stability.51-53 Convergence of the model was validated by using systematic
235
mesh refinement to its geometry until grid-independent results were obtained. The meshing of
236
the 2D model’s geometry was finally optimized to 4,488 mesh elements, which showed a
237
relative deviation of only 0.7% from the solution obtained through fine meshing (25,964 mesh
238
elements) and reduced the computation time by 75%.
239 240
Model Validation Method
241
To validate the model, adsorption capacities, breakthrough concentrations, and bed
242
temperatures were measured from experiments and compared with the model results. For the
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nonzero data points, the experiment and model were compared through the mean relative
244
absolute error (MRAE).54
245
𝑀𝑅𝐴𝐸 = 𝑁∑1
246
where N is the number of data points.
247
The normalized root-mean-square error (NRMSE) was also used to evaluate the overall error
248
between the experimental and modeled values.22
1
(
𝑁 |𝑒𝑥𝑝𝑒𝑟𝑖𝑚𝑒𝑛𝑡𝑎𝑙 𝑣𝑎𝑙𝑢𝑒 ― 𝑚𝑜𝑑𝑒𝑙𝑒𝑑 𝑣𝑎𝑙𝑢𝑒| 𝑒𝑥𝑝𝑒𝑟𝑖𝑚𝑒𝑛𝑡𝑎𝑙 𝑣𝑎𝑙𝑢𝑒
1 𝑁 ∑ 𝑁 1 (𝑒𝑥𝑝𝑒𝑟𝑖𝑚𝑒𝑛𝑡𝑎𝑙
)
∗ 100%
𝑣𝑎𝑙𝑢𝑒 ― 𝑚𝑜𝑑𝑒𝑙𝑒𝑑 𝑣𝑎𝑙𝑢𝑒)2
(29)
(30)
249
𝑁𝑅𝑀𝑆𝐸 =
250
For measuring deviations in bed temperature results using MRAE and NRMSE, the temperature
251
data points were expressed in degree Celsius instead of Kelvin to avoid low relative error bias.
252 253
RESULTS AND DISCUSSION
254
Validation of Adsorption Breakthrough Profiles
255
Figure 2 shows the adsorption breakthrough profiles at 0%, 55%, and 95% RH levels and 298 K
256
for the selected VOCs. The pore Biot number (𝐵𝑝,𝑖) was larger than unity, and therefore the
257
overall mass transfer was governed by intraparticle diffusion (Table 2). Surface diffusion was
258
assumed to be negligible because the surface to pore diffusion flux ratio (𝜑𝑖) was found to be
259
less than unity (Table 2). Pore diffusion, specifically molecular diffusion, was thus considered to
260
be the effective diffusion mechanism to calculate the overall mass transfer resistance.
261
Water vapor adsorption breakthrough profiles at 55%/95% RH and 298 K are presented in
262
Figure 3. The model predicted the breakthrough curves with an overall MRAE of 8% and 11% at
263
55% and 95% RH respectively. Due to the nature of water vapor adsorption isotherm on
264
activated carbon (type V) (Figure S2), there is immediate breakthrough at both humidity levels.
𝑖𝑛𝑓𝑙𝑢𝑒𝑛𝑡 𝑠𝑡𝑟𝑒𝑎𝑚 𝑣𝑎𝑙𝑢𝑒
∗ 100%
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However, at 95% RH there is considerable adsorption of water for the first 70 minutes after
266
which water adsorption becomes negligible.
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1.00E+03
Acetone (ppmv)
2-propanol (ppmv)
1000
8.00E+02 6.00E+02 4.00E+02 2.00E+02
800 600 400 200 0
0.00E+00 0
100 Time (min)
0
200
(a)
600 400 200 0
268 269
800 600 400 200 0
0
267
1000 1,2,4-TMB (ppmv)
Toluene (ppmv)
n-butanol (ppmv)
800
100 (min) Time (c)
200
200
(b)
1000
1000
100 Time (min)
800 600 400 200 0
0
100 Time (min) (d)
200
0
100 Time (min) (e)
Figure 2. Comparison of experimental and modeled breakthrough curves of VOCs during competitive adsorption of water vapor, (a) 2-propanol, (b) acetone, (c) n-butanol, (d) toluene, and (e) 1,2,4-TMB on BAC at 298 K. ACS Paragon Plus Environment
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Table 2. Surface diffusion, pore diffusion, and external mass transfer coefficient of the selected adsorbates at 298 K adsorbate
𝑫𝒔,𝒊 (m2/s)
𝑫𝒑,𝒊 (m2/s)
𝝋𝒊 (–)
𝒌𝒆𝒙,𝒊 (m/s)
𝑩𝒑,𝒊 (–)
2-propanol
1.81E-11
1.06E-05
0.12
0.26
9.24
acetone
2.89E-11
1.09E-05
0.09
0.27
9.17
toluene
1.08E-11
8.26E-06
0.08
0.22
9.86
n-butanol
9.53E-12
9.22E-06
0.08
0.24
9.58
1,2,4-TMB
3.74E-12
7.02E-06
0.03
0.19
10.31
water
1.31E-11
2.56E-05
0.01
0.50
7.37
272 273
The model predicted the breakthrough curves with an overall MRAE of 11.8% and 17.2%, and
274
NRMSE of 5.5% and 8.4%, for dry (0% RH) and humid conditions (55% and 95% RH) respectively.
275
The MRAE analysis was conducted only for the nonzero data points. Numerical error, model
276
assumptions (negligible variation of flow properties in the angular direction of the tube,
277
negligible adsorption of the carrier gas (air), ideal gas behaviour, and symmetric flow
278
conditions), and/or experimental error in concentration measurements are possible
279
contributors to the deviations between the modeled and experimental breakthrough profiles.
280
At 95% RH, all the tested VOCs except 1,2,4-TMB experienced earlier breakthrough due to
281
competition from water vapor (Figure 2), owing to its increased affinity towards activated
282
carbon adsorption (Figure S2, Figure 3b). However, at 55% RH no changes in the VOC
283
breakthrough profiles were observed due to the significantly lower adsorption affinity of water
284
vapor compared to VOCs at the tested concentration (1000 ppmv for VOC and 55% RH for water
285
vapor) (Figure S2, Figure 3a).
286
As expected, at 95% RH polar VOCs such as 2-propanol and acetone yielded the highest
287
reduction in the bed service time (5% breakthrough time, that is the time when the outlet
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adsorbate concentration is 5% of the inlet) of 16.9% and 10.7% respectively (Figure 4). This was
289
followed by the non-polar VOCs in the order: n-butanol (9.6%), toluene (7.8%), and 1,2,4-TMB
290
(0.0%) (Figure 4). The high susceptibility of polar VOCs to the impact of RH during competitive
291
adsorption with VOCs was also reported in other studies where adsorption capacity for polar
292
VOCs such as acetone were reduced by up to 50% compared to about 40% for non-polar VOCs
293
such as benzene and toluene at 90% RH and 303 K on granular activated carbon (GAC) and inlet
294
concentrations ranging from 200 – 3500 ppmv.11, 55 The breakthrough curve results here show
295
good agreement between model and experiment, enabled by an effective combination of the
296
MATLAB code that applied the extended Manes method and the COMSOL Multiphysics
297
software that used the MATLAB results to solve the adsorption breakthrough profiles.
298
299 300 301
Figure 3. Comparison of experimental and modeled breakthrough curves of water vapor at (a) 55% RH, and (b) 95% RH on BAC at 298 K.
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302 303 304 305
Figure 4. Experimental breakthrough times of polar VOCs (acetone, 2-propanol) and non-polar VOCs (toluene, n-butanol, and 1,2,4-trimethylbenzene) during competitive adsorption with water vapor (0%, 55%, 95% RH) on BAC at 298 K.
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Absorbed-Phase Concentration Distribution
307
Figure 5 shows the development of the 2D adsorbed-phase concentration distribution of 2-
308
propanol during its competitive adsorption with water vapor at 298 K, and its comparison to dry
309
conditions at 0% RH. As observed earlier with the validations of breakthrough profile
310
predictions, water vapor has no effect on VOC adsorption at 55% RH (Figure 4). However, at
311
95% RH, the movement of the mass transfer zone (MTZ) is faster than at 0% or 55% RH. At 30
312
min after the start of adsorption, the MTZ at 95% RH is 35 mm from the bed top compared to
313
25 mm for 0%/55% RH. At the end of adsorption, the equilibrium adsorption capacity at 95% RH
314
is 17.5% lower than that for 0% or 55% RH, as predicted by the underlying extended Manes
315
method.26 Such behavior at high relative humidity is due to competition between 2-propanol
316
and water molecules for the limited adsorption sites on the BAC. This competition results in
317
displacement of the VOC’s MTZ and reduction in its adsorption capacity. In general, the
318
reduction in breakthrough time is governed by the affinity, adsorption potential, and polarity of
319
both the VOC and water vapor at their given inlet concentrations. The difference between the
320
MTZ at 0%/55% and 95% RH is within 10 to 20 mm (9 to 17% of the entire bed length)
321
throughout the adsorption period until saturation, which in turn leads to an earlier bed-
322
saturation (160 min for 95% RH compared to 200 min for 0%/55% RH). The movement of the
323
MTZ for 2-propanol is consistent with its adsorption breakthrough profile measured at the
324
centre of the adsorber outlet (Figure 2). Furthermore, the similarity in the breakthrough curve
325
slopes during dry and humid conditions suggests that the mass transfer resistance of 2-
326
propanol did not have any notable impact during high relative humidity conditions; likely
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because of the small size and very low diffusion resistance of the water molecules relative to 2-
328
propanol (Table S1). The same finding is true for all the selected VOCs (Table S1).
329
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330 331 332
Figure 5. 2D adsorbed-phase concentration distribution of 2-propanol during competitive adsorption with water vapor on BAC at 298 K.
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333
Also, the variation of the adsorbed phase concentration in the radial direction reveals that the
334
bed becomes saturated near the wall earlier than at its centre due to wall channeling. This
335
observation is consistent with previous 2D adsorption modeling studies.21-24 A one-dimensional
336
simulation along the bed centre would overestimate the breakthrough time for the same
337
scenario.
338 339
Absorber Bed Temperature Distribution
340
Figure 6 depicts the experimental and modeled adsorber bed temperature profiles at 75 mm
341
from the bottom along the centerline of the bed (r = 0.0 m, z = 0.075 m) during competitive
342
adsorption for different VOC-water vapor systems. The model predictions were good with an
343
MRAE of 1.6% and 2.4% and NRMSE of 2.1% and 2.9% for dry and humid conditions,
344
respectively. While experimental error in measuring bed temperature could be a factor, the
345
most likely contributor to the error could be the competitive adsorption isotherm model’s
346
assumption of ideal adsorbed-phase for polar VOCs.26 The MRAE and NRMSE for polar VOCs
347
was also found to be higher at 2.6% and 3.4% respectively, compared to 1.9% and 2.5%
348
respectively for non-polar VOCs. For all the selected VOC-water vapor systems except 1,2,4-
349
TMB, the average bed temperature increased by up to 1 to 2K during competitive adsorption at
350
95% RH when compared to 0%/55% RH. Adsorption being an exothermic process, the
351
temperature rise can be attributed to the heat of adsorption and heat of dissolution (for polar
352
adsorbates in a gas mixture). The more polar VOCs, which exhibited RH impacts, also had the
353
highest average bed-temperature increase of up to 2K during competitive adsorption with
354
water vapor, whereas for non-polar VOCs, the increase was about 1K.
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356 357 358
Figure 6. Comparison of experimental and modeled BAC-bed temperature profiles at the centre of the reactor (r = 0.0 m, z = 0.075 m) during competition adsorption of water vapor with (a) 2-propanol, (b) acetone, (c) n-butanol, (d) toluene, (e) 1,2,4-TMB.
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359
Following bed temperature validations, 2D adsorber bed temperature distributions were
360
generated showing the evolution of heat transfer zones (HTZ) for systems with 2-propanol and
361
water vapor (Figure 7). Higher temperatures, as predicted earlier, are observed at 95% RH
362
compared to 0% and 55% RH. This leads to a difference in HTZ at 0%/55% RH and 95% RH of up
363
to 30 mm (26% of the entire bed length) throughout the adsorption period. Consequently, the
364
fixed-bed at 0%/55% RH reached thermal equilibrium with the adsorption temperature at 200
365
min, at least 40 min earlier than the fixed-bed at 95% RH. The 2D temperature distribution plot
366
corresponds well with the 2D adsorbed-phase concentration plot (Figure 5); albeit the HTZ had
367
a higher velocity than the MTZ, creating a difference of at least 10 mm at all times and
368
conditions during adsorption. It should also be noted that the temperature during adsorption
369
varied across the bed, and was higher at the center than at the periphery because of convective
370
heat transfer at the tube wall. In dry conditions, similar observations were made in adsorber
371
bed temperature and HTZ across the adsorber bed in previous modeling and experimental
372
works on activated carbon adsorption of VOCs such as benzene, toluene, acetone, ethanol,
373
pentane,22, 24, 36, 56 which gives confidence in the model for simulating heat transfer kinetics.
374 375
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Figure 7. 2D adsorber bed temperature distribution during competitive adsorption of 2-propanol with water vapor.
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Effect of Adsorption Temperature
379
To evaluate the effect of adsorbent bed temperature, the bed temperature heater set point was
380
increased from 298 K (25 °C) to 305 K (32 °C), while the dry/humid air stream entering the bed was
381
maintained at 298 K and 0%/55%/95% RH.
382 383
Figure 8 shows the experimental and modeled adsorption breakthrough profiles of 2-propanol at a
384
bed temperature of 298 K and 305 K at inlet RH of 0%, 55%, and 95%. Increasing the adsorber
385
temperature from 298 K to 305 K, reduces the RH from 95 and 55% to 60 and 35% respectively inside
386
the adsorber column. This effect offsets the impact of RH on the adsorber cycle duration and VOC
387
adsorption capacity. At 298 K, the 5% breakthrough time and VOC adsorption capacity decreased by
388
16.9% and 17.5% respectively at 95% RH compared to 0/55% RH. At 305 K, no deterioration in the 5% ACS Paragon Plus Environment
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breakthrough time and the VOC adsorption capacity was observed over the range of RH levels tested.
390
However, the VOC adsorption capacity decreased by 11% at 305 K compared to 298 K (both at
391
0%/55% RH). Therefore, optimization of bed temperature may allow optimization of the effect of
392
temperature on RH and competitive adsorption along with its effect on adsorption capacity and
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breakthrough time. To accomplish this, the utility and stability of the model is crucial. The model
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predicted the adsorption behavior of 2-propanol at 305 K (0%, 55%, 95% inlet RH) with an overall
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MRAE of 12.4% and 7.1% for the breakthrough profiles and adsorption capacity respectively.
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Furthermore at 298 K, the model predicted 2-propanol’s breakthrough profile and adsorption capacity
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with an overall MRAE of 18.5% and 5.9% respectively. These results demonstrate the model’s
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sensitivity to changes in important operational conditions. The model’s potential utility for optimizing
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bed temperature could enable increases in adsorber service lifetime and decreases in overall fixed-
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bed adsorber operational costs.
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Figure 8. Comparison of experimental and modeled breakthrough curves during competition adsorption of water vapor with 2-propanol on BAC at 298 K (25 °C) and 305 K (32 °C).
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A mathematical model, consisting of VOC-water vapor competitive adsorption isotherms and
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transport phenomena equations, was developed to study the effect of carrier gas relative humidity on
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VOC adsorption onto activated carbon. The results obtained were encouraging, especially because the
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model was able to predict the mass, heat, and momentum transfer during VOC-water vapor
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competitive adsorption process with a reasonable accuracy, using independently determined
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adsorbate and adsorbent properties, adsorber geometry and operating conditions. The model
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developed in this study will help the industry to optimize large-scale adsorber designs and operating
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conditions and minimize the negative impact of RH during adsorption of VOCs from gas streams,
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leading to lower operational costs. The validated model may also reduce the cost of pilot-scale testing
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required to optimize the effect of process parameters and variables.
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ACKNOWLEDGEMENTS
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The authors would like to acknowledge financial support for this research from Ford Motor Company
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and the Natural Science and Engineering Research Council (NSERC) of Canada.
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While this article is believed to contain correct information, Ford Motor Company (Ford) does not
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expressly or impliedly warrant, nor assume any responsibility, for the accuracy, completeness, or
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usefulness of any information, apparatus, product, or process disclosed, nor represent that its use
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would not infringe the rights of third parties. Reference to any commercial product or process does
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not constitute its endorsement. This article does not provide financial, safety, medical, consumer
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product, or public policy advice or recommendation. Readers should independently replicate all
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experiments, calculations, and results. The views and opinions expressed are of the authors and do
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not necessarily reflect those of Ford. This disclaimer may not be removed, altered, superseded or
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modified without prior Ford permission.
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