Effect of diffusion on the conceptual design of a fixed-bed adsorber

被引:21
作者
Castillo-Araiza, Carlos O. [1 ]
Che-Galicia, Gamaliel [1 ]
Dutta, Abhishek [2 ,3 ]
Guzman-Gonzalez, Gregorio [1 ]
Martinez-Vera, Carlos [1 ]
Ruiz-Martinez, Richard S. [1 ]
机构
[1] Univ Autonoma Metropolitana Iztapalapa, Grp Proc Transporte & Reacc Sistemas Multifas, Dept IPH, Mexico City 09340, DF, Mexico
[2] Katholieke Univ Leuven, Fac Ind Ingenieurswetenschappen, B-3000 Leuven, Belgium
[3] Katholieke Univ Leuven, Dept Mat Kunde, B-3001 Heverlee, Belgium
关键词
Fixed-bed adsorber; Conceptual design; Particle diffusion; Langmuir isotherm; Langmuir kinetics; SATURATED GROUNDWATER-FLOW; PARAMETER-ESTIMATION; ORGANIC-COMPOUNDS; AQUEOUS-SOLUTIONS; ADSORPTION RATE; HEAVY-METALS; MODEL; REMOVAL; IONS; ACID;
D O I
10.1016/j.fuel.2014.09.023
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
This work studies the effect of intraparticle diffusion phenomena on the conceptual design of an industrial fixed-bed adsorber for the removal of Rhodamine B (RhB) basic dye by using an abundant low-cost natural zeolite. Initially, equilibrium and transient observations obtained from independent experiments at laboratory scale are fitted by means of Langmuir isotherm model and two kinetic models, i.e., intrinsic Langmuir model and apparent pseudo-second-order model, respectively. Furthermore, effective diffusion coefficient is estimated from independent experiments using particles of the natural zeolite that are supposed to be packed in the fixed-bed adsorber. Then, all this information is used to develop three pseudo-heterogeneous models with and without accounting explicitly for intraparticle diffusion to predict the performance of a fixed-bed adsorber: (i) Linear Driving Force model (LDF-M); (ii) Apparent Kinetic Approach model (AkA-M); and (iii) Kinetic-Diffusion model (kD-M). The three fixed-bed adsorber models lead to different tendencies related to their breakthrough curves and breakthrough points, indicating significant resistance to diffusional mass transfer. Even though three fixed-bed adsorber models accounts for adsorbent diffusion, kD-M approach is found to be a complex yet necessary approach to carry out the conceptual design of a fixed-bed adsorber packed with a natural zeolite since diffusion characteristic time and, hence, resistances to mass transport by diffusion are significant to be lumped in equilibrium or kinetic models via LDF-M or AkA-M, respectively. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:100 / 108
页数:9
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共 50 条
[1]   Simulation of protein adsorption in a batchwise affinity chromatography with a modified rate model [J].
Aboudzadeh, Mohammad Reza ;
Zhu Jiawen ;
Bin, Wu .
KOREAN JOURNAL OF CHEMICAL ENGINEERING, 2006, 23 (06) :997-1002
[2]   Lipase immobilisation: an equilibrium study of lipases immobilised on hydrophobic and hydrophilic/hydrophobic supports [J].
Al-Duri, B ;
Yong, YP .
BIOCHEMICAL ENGINEERING JOURNAL, 2000, 4 (03) :207-215
[3]   Arsenic removal from groundwater by MnO2-modified natural clinoptilolite zeolite: Effects of pH and initial feed concentration [J].
Camacho, Lucy M. ;
Parra, Ramona R. ;
Deng, Shuguang .
JOURNAL OF HAZARDOUS MATERIALS, 2011, 189 (1-2) :286-293
[4]  
Carberry J.J., 1976, CHEM CATALYTIC REACT
[5]  
Castillo-Araiza CO, 2008, INT J CHEM REACT ENG, V6
[6]  
Che-Galicia G, 2014, REV MEX ING QUIM, V13, P539
[7]   Adsorption isotherms of benzoic acid onto activated carbon and breakthrough curves in fixed-bed columns [J].
Chern, JM ;
Chien, YW .
INDUSTRIAL & ENGINEERING CHEMISTRY RESEARCH, 2001, 40 (17) :3775-3780
[8]   LONGITUDINAL DISPERSION OF LIQUID FLOWING THROUGH FIXED AND FLUIDIZED BEDS [J].
CHUNG, SF ;
WEN, CY .
AICHE JOURNAL, 1968, 14 (06) :857-&
[9]   Removal of CI Basic Green 4 (Malachite Green) from aqueous solutions by adsorption using cyclodextrin-based adsorbent: Kinetic and equilibrium studies [J].
Crini, Gregorio ;
Peindy, Harmel Ndongo ;
Gimbert, Frederic ;
Robert, Capucine .
SEPARATION AND PURIFICATION TECHNOLOGY, 2007, 53 (01) :97-110
[10]   TRANSPORT OF ORGANIC-COMPOUNDS WITH SATURATED GROUNDWATER-FLOW - MODEL DEVELOPMENT AND PARAMETER SENSITIVITY [J].
CRITTENDEN, JC ;
HUTZLER, NJ ;
GEYER, DG ;
ORAVITZ, JL ;
FRIEDMAN, G .
WATER RESOURCES RESEARCH, 1986, 22 (03) :271-284