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    2.5 DEM Modeling:

    The dynamics of a particulate phase in gas-solid fluidized bed system is very

    complicated due the presence of complex interaction forces between particle-particle,

    particle-wall and particle-fluid. To understand this complicated dynamics of particulate

    system, it is necessary that the underlying mechanism express in terms of these interactions.

    To carry out this process it is necessary that the calculation should be performed at particle

    scale level, progressing in this direction Cundall and Strack (1979) develop a discrete element

    method (DEM). In DEM simulation, the Newtonian equations of motion are solved for each

    particle in a system of gas-solid fluidized bed. Therefore from DEM simulation the dynamic

    information such as individual particle path trajectory and transient force acting on individual

    particle can obtained which is very difficult if not impossible practically. DEM modeling

    simulation has been used mainly for dilute system but computer of large memory and high

    speed make it possible to simulate large particle system such as gas-sold fluidized beds at

    laboratory scale.

    DEM simulation can be roughly divided into two groups:

    Soft Particle Approach

    Hard Particle Approach

    In Soft particle approach, originally developed by the Cundall and Strack (1979), particles

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    and the particles far away through the propagation of disturbance waves (Zhu et. al.,2007).

    In DEM approach such type of complexity solved by assuming the numerical time step lessthan a critical value so that during a single time step the disturbance cannot propagate from

    the particle and fluid farther than its immediate neighboring particles and vicinal fluid

    (Cundall and Strack, 1979). Thus, at all times the resultant forces on a particle can bedetermined from its interaction with the contacting particles. In soft particle approach, it is

    also assumed that the contact time during the collision is comparable to free flight time andtherefore during this times the colliding particles, numerically allowed to suffer minute

    deformation from which the contact forces are evaluated.

    2.5.1 Governing Equation:

    Therefore the governing equations for soft sphere approach can be written as:

    For particulate phase,

    The translational force on ith

    particle is

    Net force = Force due to Collision + Cohesive Force(van der Waal Force) + Pressure Force +

    Viscous Drag Force + Force due to Gravity.

    (2.5.1)

    Th t ti l f ith

    ti l i

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    () (2.5.5)

    Where Vis the cell volume,Np are the number of particles,Vp is the particle volume and the

    -function is defined as: { (2.5.6)Therefore the integral is over the domain so that successively all the surface of all particles

    are sampled and each such sampled local drag force is calculated.

    2.5.2 Coordinate System:

    According to the soft particle approach two particle i and j are said to be in contact if ,

    | | ( ) (2.5.7)Where and are position vector of two particle i and j at the time of collision and Ri and Rjare the actual radius of the solid particle.

    The normal unit vector is defined as:

    || (2.5.8)The velocity of the particle i with respect to the velocity of the particle j is given as:

    ( ) ( ) (2.5.9)The normal and tangential components of the relative are given as: ( ) and ( ) (2.5.10)

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    2.5.3 Contact Force:

    As the contact between two particles in soft sphere approach is not at a single point but ona finite area due to deformation of the particle. Therefore, the contact traction distribution

    over this area can be divided into two components, one along the contact plane i.e. the

    tangential plane and other along the normal to the plane. However, it is very difficult to

    calculate in general mathematical way the contact traction distribution over this area and then

    the force and torque acting upon the particle. This is because it involves many physicalfactors such as shape factor, material properties and movement position of the particles. In

    alternate way DEM usually adopt simple model or equations to calculate the force and the

    torque resulting from the contact between the particles.

    There are various model proposed in open literature among them most intuitive and

    appealing are the linear model. The most common linear model in open literature is linear

    spring-dashpot model proposed by the Cundall and Strack (1979). In spring-dashpot model,

    the spring takes care of elastic deformation while the dashpot takes care of viscous

    dissipation. There are other models, which are theoretically more sound but very complex,

    like simplified Hertz-Mindlinand Deresiewicz model,Walton and Brauns model etc.In our work, the simple linear spring-dashpot model would be used to modeling the contact

    force between the particles. This model consists of a spring, a dashpot and friction slider as

    shown below in Figure 2.

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    Force = (spring constant)(displacement); (2.5.11)

    = -k, where is the deformation in the spring.For dashpot element, Newtons law of viscosity holds:

    Viscous stress strain rate (i.e. rate of change of displacement);Viscous stress = (damping coefficient) (strain rate)

    = - (2.5.12)Therefore normal component of contact force between two colliding particle is

    = -knn n (2.5.13)and the tangential component is

    = -ktt t (2.5.14)Where n, the normal component of deformation can be calculated asn = ( ) | | (2.5.15)

    and the tangential component of the displacement can be calculated as the integration of the

    tangential component of relative velocity between the time t0 to t(where the t0 is the time

    when the deformation start)

    t(t) =

    (2.5.16)

    Tangential collision could be sticking or sliding depending upon magnitude of tangential

    f i if h i l f i h h f i i l f h i ill b lidi

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    ( ) (2.5.20)

    2.5.4 Particlefluid interaction forces:

    The particle-fluid interaction force particularly drag force is the driving force for fluidization,

    therefore particle-fluid interaction force should be properly considered. Till date there are

    many forces have been implemented in DEM simulation like particle-fluid drag force,

    pressure gradient force,virtual mass force, Basset force, and lift forces.For an isolated particle in a fluid the drag force expression is well established. As there are

    three regions Stokes region, transition region and the Newtons region and the drag force for

    these three regions are well established by proper drag coefficient. But the drag force on aparticle in fluidized bed is very difficult to calculate as the presence of other particle reduce

    the space for fluid to flow and hence increase the fluid velocity as a result of this shear stress

    on the surface of the particle increases. The particle-fluid drag force in a particulate flow is

    determined by empirically and numerically. The empirical correlation are based either on bed

    pressure drop (Ergun, 1952; Wen and Yu, 1966) or bed expansion experiment (Richardson,1971).The effect of the presence of other particles is considered in terms of local porosity,involving the exponent (see Table 5) and related to the flow regimes or particle Reynolds

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    ( ), Rep= | |

    Di Felice (1994) | | Where is voidage function (

    ) ( )

    ( ), Rep= | | = 3.7 -6.5exp[-(1.5-logRep)2/2]

    Fluidized

    Particle

    Beetstra et al.( 2007)

    ()

    ( )

    | |

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    Table 6: DPM modeling in batch fluidization

    S.No. Reference Concluding Remark Other Remark

    1. Y. Tsuji, T. Kawaguchi and T. Tanaka,Discrete particle simulation of two-

    dimensional fluidized bed. PowderTechnology 77 (1993) 79-87

    2-D DEM was attempted to simulate motion of

    individual particle using Cundall and Stracks DEM

    model, and taking into account the Gidaspows dragclosure and the simulated result was compared to the

    experiment and it is found that simulated pressure

    fluctuation are of higher amplitude than the

    experimental one.

    Gas-solid bubbling fluidized bed with

    2400 spherical glass beads with spring

    constant 800 N/m, friction coefficients0.3and coefficient of restitution 0.9

    Gas(air) Solid(Glass)

    g=1.26kg/m3 s=2700kg/m

    3

    g=1.810-5

    Pa.s ut=18 m/s

    dp=4 mm

    2. B.P.B.Hoomans, J.A.M. Kuipers, W.J.Briels and W.P.M. van Swaaij, Discreteparticle simulation of bubble and slug

    formation in a two-dimensional gas-

    fluidized bed: a hard-sphere approach.Chemical Engineering Science, Vol. 51, No.

    1, pp. 99-118, 1996

    Hard sphere approach with Wen & Yus dragcorrelation. In ideal collision condition (e = 1, = 0) no

    bubble formation was found under bubbling condition.

    Therefore these parameters should be of realistic value.

    Simulation with realistic value of e and showed highly

    realistic flow behavior of the group D-powder. Result

    obtained were in agreement with Tsuji et al.,(1993)

    Gas-solid bubbling fluidized bed with

    2400 spherical aluminum particle

    Gas(air) Solid(Aluminum)

    g=1.26kg/m3 s=2700kg/m

    3

    g=1.810-5 Pa.s ut=18.1 m/s

    dp=4 mm

    3. B. H. Xu and A. B. Yu, Numericalsimulation of the gas-solid flow in a

    fluidized bed by combining discrete

    particle method with computational

    fluid dynamics. Chemical EngineeringScience, Vol. 52, No. 16, pp. 2785-2809,

    1997

    2-D DEM simulation of particle in fluidized bed using

    Cundall and Stracks DEM model, and Di Felices dragclosure. Hysteric feature of bed pressure drop vs. gas

    superficial velocity is predicted. Typical solid flow

    pattern with bubble formation is observed.The predicted

    minimum fluidization velocity in good agreement with

    experiment.

    Gas-solid bubbling fluidized bed with

    2400 spherical aluminum particle, k =

    50,000 N/m, = 0.3, = 0.15Gas (air) Solid (Aluminum)

    g=1.26kg/m3 s=2700kg/m

    3

    g=1.810-5

    Pa.s ut=18.1 m/s

    dp=4 mm

    4. T. Kawaguchi, T. Tanaka, Y. Tsuji,Numerical simulation of two-dimensionalfluidized beds using the discrete element

    method (comparison between the two- andthree-dimensional models). PowderTechnology 96 (1998 ) 129-138

    2-D & 3-D DEM simulation of particles using Cundall

    and Stracks DEM model, and Gidaspows drag closure .Once the particles are fluidized, flow patterns including

    the period of bubble formation agree for all conditionsin both cases except for the motion of particles near the

    comers. In 2-D model, particles near the corners also

    move, while they do not move in the experiments. In 3-

    D model, particles near the comers do not move. The

    effect of the coefficient of friction on the fluidization is

    more obvious when partition walls are inserted in the

    bed.

    Gas-solid bubbling fluidized bed with

    2400 spherical aluminum particle,

    spring constant 800 N/m, friction

    coefficients 0.1,0.2,0.3.Gas (air) Solid (Aluminum)

    g=1.26kg/m3 s=2700kg/m

    3

    g=1.810-5

    Pa.s ut=18.1 m/s

    dp=4 mm

    5. Yasunobu Kaneko, Takeo Shiojima,Masayuki Horio, DEM simulation offluidized beds for gas-phase olefin

    2-D DEM simulation of particle in fluidized bed using

    Cundall and Stracks DEM model, and Gidaspows dragclosure. Distributor design has an effect on the

    Gas-solid bubbling fluidized bed with

    14000 & 28000 spherical particle in

    polymerization of ethylene and

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    polymerization. Chemical EngineeringScience 54 (1999) 5809-5821

    temperature profile and hot spot form on distributor near

    the wall. Degree of mixing could be used as an effective

    index to identify and prevent hot spouting.

    propylene, spring constant 800 N/m,

    friction coefficients 0.3.Gas(ethylene,

    propylene)

    Solid(Polyethylene

    , Polypropylene)

    g=20.44,74.84

    kg/m

    3

    s=717,667kg/m3

    g=110-5 Pa.s

    (each)

    Umf=0.112,0.066

    m/s

    6. Shinichi Yuu, Toshihiko Umekage, YuukiJohno, Numerical simulation of air andparticle motions in bubbling fluidized

    bed of small particles. Powder Technology110 (2000) 158168.

    2-D DEM simulation of particle in fluidized bed using

    Hertzs contact theory and Schiller-Naumans dragclosure incorporated Lift force. The simulation well

    describe the bubble formation, bubble disruption, bubble

    coalescence and slugging in fluidized bed. Simulated

    minimum fluidization velocity is in good agreement

    with experimental result. Fluctuation of gas flow

    enhanced by the presence of solid particle.

    Gas-solid bubbling fluidized bed with

    100,000 spherical with spring constant

    800 N/m, friction coefficients 0.3.Gas (air) Solid (glass)

    g=1.26kg/m3 s=2500kg/m

    3

    g=1.810-5

    Pa.s ut=2.6 m/s

    dp=0.31 mm

    7. M. J. Rhodes, X. S. Wang, M. Nguyen, P.

    Stewart, K. Liffman, Study of mixing ingas-fluidized beds using a DEM model.Chemical Engineering Science 56 (2001b)

    2859-2866

    2-D DEM simulation of individual particle using

    Cundall and Stracks DEM model, and taking intoaccount the Gidaspows drag closure. Lacys (1954)index method was proposed for mixing of solids. Effect

    of various parameters like solid density, size of

    particles, particle diameter and superficial gas velocity

    was studied. It was revealed that rate of mixing

    increases with the gas velocity while the degree of

    mixing achievable is unaffected. Simulated mixing

    index was comparable to that of experimental one.

    Gas-solid mixing in fluidized bed with

    14,000 spherical with spring constant800 N/m, friction coefficients 0.3.Gas (air) Solid (glass)

    g=1.26kg/m3 s=2650kg/m

    3

    g=1.810-5

    Pa.s Umf=0.8 m/s

    Gas vel.=1, 1.2,

    1.4, 1.6 m/s

    dp=1 mm

    8. M. J. Rhodes, X. S. Wang, M. Nguyen, P.Stewart, K. Liffman, Use of discreteelement method simulation in studying

    fluidization characteristics: influence ofinterparticle force. Chemical EngineeringScience 56 (2001a) 69-76

    2-D DEM simulation used to study the influence of

    cohesive force on the fluidization behavior. With the

    DEM simulations, Umf and Umb velocities were

    estimated, it was suggested that a very small range of anon-bubbling region exist even for the particle with non

    cohesive interparticle force. Umfis insensitive to change

    of the interparticle forces whereas Umb increase with

    increase of the interparticle forces for Geldart group A

    and B. It was also concluded that large forces (e.g.,

    liquid bridge, magnetic) acting between large particles

    produce the same effects as small forces (e.g., van der

    Waals) acting between small particles.

    Gas-solid mixing in fluidized bed with

    4000 spherical with spring constant 800

    N/m, friction coefficients 0.3.

    Gas (air) Solid (glass)g=1.26kg/m

    3 s=1590-2650kg/m

    3

    g=1.810-5 Pa.s Umf=0.8 m/s

    dp=1 mm

    9. B.G.M. van Wachem, J. van der Schaaf,J.C. Schouten, R. Krishna, C.M. van den

    Validation of 2-D DEM simulation using hard sphere

    approach and Wen & Yus drag closure with theGas-solid bubbling fluidized bed with

    3110 polystyrene spherical particles

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    Bleek, Experimental validation ofLagrangianEulerian simulations offluidized beds. Powder Technology 1162001. 155165

    experiment. There is a one difficulty in 2-D LagrangianEulerian model is to convert the 2-D void fraction of the

    particle to 3-D void fraction is most important factor

    and it require more accurate expression. A 3-D DEM

    simulation can capture the behavior of the physics of the

    fluidized bed more precisely.

    with coefficient of restitution is 0.9 and

    the friction coefficients is 0.3.

    Gas (air) Solid(Polystyrene)

    g=1.26 kg/m3 s=1150 kg/m

    3

    g=1.710-5

    Pa.s Umf= 0.74 m/sdp=1.545 mm

    10. K. D. Kafuia, C. Thornton, M. J. Adams,Discrete particle-continuum fluid modelingof gassolid fluidized beds. ChemicalEngineering Science 57 (2002) 23952410

    2-D DEM simulation using Hertzs contact theory, andthe Di Felices drag closure.Coupling of particulate phase with continuous phase

    was done using pressure gradient force(PGF) and it is

    found that result are more consistent with PGF model

    than the other model using a buoyancy force based on

    the fluid density (FDB model). Umf calculated from

    simulation is in good agreement with the experimental

    value.

    Gas-solid bubbling fluidized bed with

    2400 spherical aluminum particle

    Gas(air) Solid(Aluminum)

    g=1.26kg/m3 s=2700kg/m

    3

    g=1.810-5 Pa.s ut=18.1 m/s

    dp=4 mm

    11. Sunun Limtrakul, AtivuthChalermwattanatai, Kosol Unggurawirote,Yutaka Tsuji, Toshihiro Kawaguchi, Wiwut

    Tanthapanichakoon, Discrete particlesimulation of solids motion in a gassolidfluidized bed. Chemical EngineeringScience 58 (2003) 915921

    2-D DEM simulation using Cundall and Stracks DEM

    model, and taking into account the Gidaspows dragclosure. The simulation applied to predict the flowpattern, mixing and segregation of solids particles in a

    cylindrical fluidized bed. It is found that sold ascending

    at the centre and descending near the wall. This finding

    is agreed with the experimental result by Moslemian

    (1987).

    Gas-solid bubbling fluidized bed with

    different number of particles differentsize and different particle. The springconstant 800 N/m, friction coefficients

    0.3and coefficient of restitution is 0.9.

    Gas used was air.

    12. X. S. Wang, M. J. Rhodes, Determinationof particle residence time at the walls of gas

    fluidized beds by discrete element method

    simulation. Chemical Engineering Science58 (2003) 387395

    3-D DEM simulation using Cundall and Stracks DEMmodel, and taking into account the Gidaspows dragclosure. Particle residence time distribution was

    evaluated near the wall of the fluidized bed reactor. It

    was found that the mean residence time for the smaller

    particle is lower, back mixing in the system occur.Pressure drop in 3-D bed was found much better as

    compared to 2-D

    Gas-solid bubbling fluidized bed with

    600,000 & 500,000 number of particle

    of size 0.5 mm and 1 mm respectively

    spherical glass particle with spring

    constant 800 N/m, friction coefficients

    0.3and coefficient of restitution 0.9Gas(air) Solid(glass)

    g = 1.26 kg/m3 s=2650kg/m

    3

    g = 1.810-5

    Pa.s ut= 4.4 & 6.6 m/s

    dp= 0.5 and 1 mm

    13. Y. Q. Feng, B. H. Xu, S. J. Zhang, and A.B. Yu, Discrete Particle Simulation of GasFluidization of Particle Mixtures.AIChE(2004) Vol. 50, No. 8

    2-D DEM simulation using Cundall and Stracks DEMmodel and Di Felices drag closure. Segregation andmixing of binary mixtures of particles in agas-fluidized

    bed was studied and it was found that the degree of

    Gas-solid bubbling fluidized bed with

    22,223 & 2777 number of particle of

    size 1 mm and 2 mm respectively,

    Youngs Modulus 800 N/m2, Poisson

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    mixing/segregation is affected by the gas velocity.Effect of interaction force between particles and

    between particle and fluid on mixing/segregation was

    studied and it is found that these forces varies

    temporarily as well as spatially.

    ratio 0.3, friction coefficients 0.3and

    damping coefficient 0.2

    Gas(air) Solid(glass)

    g = 1.206 kg/m3 s=2500kg/m

    3

    g = 1.810-5 Pa.s ut= 8.5 & 12 m/s

    dp= 1 and 2 mm

    14. Sunun Limtrakul, Asada Boonsrirat,Terdthai Vatanatham, DEM modeling andsimulation of a catalytic gassolid fluidizedbed reactor: a spouted bed as a case study.Chemical Engineering Science 59 (2004)

    52255231

    2-D DEM simulation using Cundall and Stracks DEMmodel and Erguns drag closure. A model was developthat combined DEM and mass transfer throughout the

    catalytic gas-solid fluidized bed. Decomposition of

    ozone on oxide catalyst was studied. DEM- mass

    transfer model provides the information regarding the

    particle velocity and distribution, gas velocity, void

    fraction, and conversion profiles in the bed. Results are

    in good agreement with experiment.

    Spouted bed with 40,000 number of

    particles. The spring stiffness

    coefficient is 800N/m, friction

    coefficient 0.3 and coefficient of

    restitution 0.9

    Gas(air) Solid

    g = 1.206 kg/m3 s=2200kg/m

    3

    g = 1.810-5 Pa.s ut= 17 m/s

    dp= 4.4 mm

    15.Haosheng Zhou, Gilles Flamant, Daniel

    Gauthier, DEM-LES of coal combustion ina bubbling fluidized bed. Part I: gas-particle

    turbulent flow structure. ChemicalEngineering Science 59 (2004) 41934203

    2-D DEM simulation using Cundall and Stracks DEMmodel and Wen & Yus drag closure. LES used tosimulate the gas phase turbulence. It was studied that an

    intensive particle turbulent region exists near the wall,

    and the gas stress is always much higher than the

    particle stress. The lower the inlet gas velocity, the

    higher the ratio of particle collision. Reaction rate for

    coal combustion is included. Gas phase turbulence

    intensity is much higher than that of particulate phase .

    The temperature of coal particles is much higher than

    the bed temperature for different conditions.

    Coal combustion gas-solid bubbling

    fluidized bed with 1460 & 20 number

    of particles, Youngs Moduli 15GPa &3GPa, Poisson ratio 0.3 & 0.37,of sand

    and coal respectively. Friction

    coefficients 0.3and restitution

    coefficient 0.2

    Gas(air) Solid

    g = 1.206 kg/m3 p,sand=2600 kg/m

    3

    p,coal=1100 kg/m3

    g = 1.810-5 Pa.s ut,sand= 8.7 m/s

    ut,coal= 7.9-8.2 m/s

    dp,sand= 1mmdp,coal= 0.8-2mm

    16. M. Ye, M.A. van der Hoef, J.A.M. Kuipers,A numerical study of fluidization behaviorof Geldart A particles using a discrete

    particle model. Powder Technology 139(2004) 129139.

    2-D DEM simulation using Cundall and Stracks DEMmodel and Ergun drag closure(when 0.8) was used. Interparticlevan der Waal force was included for the study of Geldart

    A particles. It was observed that velocity fluctuation are

    anisotropic in homogeneous and bubbling regime and

    drag force have dominant role in bubbling regime.

    Gas-solid bubbling fluidized bed. The

    friction coefficients 0.3, normal and

    tangential coefficient of restitution are

    0.9 each, normal and tangential spring

    stiffness are 7104 N/m, 2104 N/m

    respectively,

    Gas(air) Solid

    g = 1.206 kg/m3 s=900kg/m

    3

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    g = 1.810-5

    Pa.s Umf= 0.004 m/s

    dp= 0.1 mm

    17. Huilin Lu, ShuyanWang,Yunhua Zhao, LiuYang, Dimitri Gidaspow, Jiamin Ding,

    Prediction of particle motion in a two-dimensional bubbling fluidized bed using

    discrete hard-sphere model. ChemicalEngineering Science 60 (2005) 32173231

    2-D DEM simulation using hard sphere approach with

    Wen & Yus drag closure. To simulate the gas phaseturbulence, sub grid scale gas turbulent model is used. It

    was found that bubble formation, growth and eruption

    were predicated in the bubbling fluidized bed with a jet.

    The velocity distribution was found to be close to

    Gaussian distribution. An Anisotropy occur in the

    velocity fluctuation of particulate phase. Paticle pressure

    calculate from the normal stress is of the same

    magnitude as the value calculated by using KTGF.

    Gas-solid bubbling fluidized bed with

    900 & 1200 number of particles. The

    friction coefficients 0.1, coefficient of

    restitution 0.9 &1.0, Coefficient of

    tangential restitution 0.3

    Gas(air) Solid

    g = 1.206 kg/m3 s=2700kg/m

    3

    g = 1.810-5 Pa.s ut= 8.8 m/s

    dp= 4 mm

    18. M. Ye, M.A. van der Hoef, J.A.M. Kuipers,From discrete particle model to acontinuous model of Geldart A particles.Chemical Engineering Research and

    Design, 2005, 83(A7): 833843

    2-D DEM simulation using Cundall and Stracks DEMmodel and Gidaspow drag closure. In this work

    basically excess compressibility was introduce to

    modify the KTGF

    Gas-solid bubbling fluidized bed. The

    no particles was 500. The friction

    coefficients 0.3, normal and tangential

    coefficient of restitution are 0.9 each,

    normal and tangential spring stiffness

    are 7104 N/m,

    Gas(air) Solid

    g = 1.206 kg/m3 s=900kg/m

    3

    g = 1.810-5

    Pa.s Umf= 0.004 m/s

    dp= 0.1 mm

    19. Jai Kant Pandit, X.S. Wang, M.J. Rhodes,On Geldart Group A behavior in fluidizedbeds with and without cohesive interparticle

    forces: A DEM study. Powder Technology164 (2006) 130138

    2-D DEM simulation using Cundall and Stracks DEMmodel and Gidaspow drag closure. In this work it was

    observed that imposing the cohesive interparticle force

    on Geldart group B, characteristics of Geldart group A

    were observed. Imposed cohesive forced Geldart groupB follow Richardson-Zaki equation. Bed expansion is

    unaffected at given air velocity for different magnitude

    of interparticle force

    Gas-solid bubbling fluidized bed with

    900 & 1200 number of particles. The

    friction coefficients 0.1, coefficient of

    restitution 0.9 &1.0, Coefficient of

    tangential restitution 0.3

    Gas(air) Solid

    g = 1.206 kg/m3

    s=400-1000 kg/m3

    g =1.810-5

    Pa.s ut= 0.7-1.2 m/s

    dp= 0.15-0.5 mm

    20. Lu Huilin, Shen Zhiheng, Jianmin Ding, LiXiang, Liu Huanpeng, Numericalsimulation of bubble and particles motions

    in a bubbling fluidized bed using direct

    simulation Monte-Carlo method. PowderTechnology 169 (2006) 159171

    2-D DSMC for particle-particle interaction incorporated

    the Di Felices drag closure. Collision probability wasmodified by the radial distribution function and

    restitution coefficient is modified by the impact angle. It

    was observed that wavelet transform and wavelet multi-

    resolution analysis can be used as a tool to reveal the

    non-linear dynamic characteristic of the sold as well as

    Gas-solid bubbling fluidized bed with

    25000 number of particles. The friction

    coefficients 0.3, spring stiffness is 800

    N/m.

    Gas(air) Solid

    g = 1.206 kg/m3 s=2500 kg/m

    3

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    gas bubble of a bubbling fluidized bed. Some of theKTGF quantities such as granular temperature, solid

    pressure were calculated.Mean as well as fluctuated

    component of velocities are compared with experimental

    data.

    g =1.810-5

    Pa.s ut= 2.6 m/s

    dp= 0.31 mm

    21. Wenqi Zhong, Yuanquan Xiong, ZhulinYuan, Mingyao Zhang, DEMsimulation ofgassolid flowbehaviors in spout-fluid bed.Chemical Engineering Science 61 (2006)

    1571 1584

    3-D DEM simulation of spouted bed with cylindricalgeometry including k- turbulence model for continuumphase and incorporating Ergun drag closure(when 0.8). Saffmanand Magnus lift force was incorporated and they

    conclude that drag force is much higher at the centre and

    the contact force near the wall is much higher than the

    drag force. Gas phase turbulence is much higher than the

    particulate phase turbulence. Saffman and Magnus lift

    force are almost zero in jet region and annulus region

    while it is about 6% of total force in the boundary of jet

    and annulus region.

    Gas-solid spouted bed with 62000number of particles. The friction

    coefficients (particle-particle 0.3,

    particle-wall 0.25), spring stiffness is

    800 N/m, Restitution coefficient, 0.9

    Gas(air) Solid

    g = 1.166 kg/m3 s=1020 kg/m

    3

    g =1.8210-5

    Pa.s ut= 7.9, 8.8 m/s

    dp= 2, 3 mm

    22. Hideya Nakamura, Satoru Watano,Numerical modeling of particlefluidization behavior in a rotating fluidized

    bed. Powder Technology 171 (2007) 106117

    2-D DEM simulation of a rotating fluidized bed Cundalland Strack contact model with Di Felice drag closure. It

    was found that predicted Umfwas comparable with that

    of calculated one. Calculated fluidization behavior like

    regime transition, periodic bubbling fluidization is in

    good agreement with that of experimental one obtained

    by the high speed camera.

    Gas-solid rotating fluidized bed with16000 number of particles. The friction

    coefficients (particle-particle 0.32,

    particle-wall 0.34), spring stiffness is

    800 N/m, Restitution coefficient, 0.9

    Gas(air) Solid

    g = 1.206 kg/m3 s=918 kg/m

    3

    g =1.8210-5 Pa.s ut= 2.1 m/s

    dp= 0.5 mm

    23. Alberto Di Renzo, Francesco Paolo DiMaio, Rossella Girimonte, Brunello

    Formisani, DEM simulation of the mixing

    equilibrium in fluidized beds of two solidsdiffering in density. Powder Technology184 (2008) 214223

    2-D DEM simulation using Cundall and Strack contact

    model with Di Felice drag closure. In this work the

    mixing index of two different solid with same size at

    different gas velocity was studied and simulated datawas in good agreement to that of experiment.

    Gas-solid bubbling fluidized bed of

    two kind of solid with equal volume

    fraction (50% each) with total 15000

    number of particles. The frictioncoefficients 0.3, Restitution coefficient,

    0.9, Youngs modulus 0.1GPa,Poissons Ratio 0.25Gas(air) Solid

    g = 1.206 kg/m3 s= 2480, 7600

    kg/m3

    g =1.8210-5 Pa.s ut= 2.1 m/s

    dp= 0.433 mm

    24. C.R. Mller, D.J. Holland, A.J. Sederman, 2-D DEM simulation to calculate the velocity and Gas-solid rotating fluidized bed with

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    S.A. Scott, J.S. Dennis, L.F. Gladden,Granular temperature: Comparison ofMagnetic Resonance measurements with

    Discrete Element Model simulations.Powder Technology 184 (2008) 241253

    granular temperature, using Hertzian contact model innormal direction and Cundall and Strack contact model

    in tangential direction, three different drag correlation

    were used (a)Ergun and Wen and Yu, (b)Di Felice (c)

    Beetstra drag closure and it was shown that change in

    the drag correlation have some minor change. It was

    find out that Beetstra drag closure is in best agreement

    with the experiment. There is no effect of restitution

    coefficient on particle velocity although bit larger effect

    on granular temperature.

    9240 number of particles. The friction

    coefficients 0.1, elastic modulus

    0.12MPa, Poissons Ratio 0.33,Restitution coefficient, 0.97

    Gas(air) Solid

    g = 1.206 kg/m3

    s= 1000 kg/m3

    g =1.8210

    -5 Pa.s ut= 5.5 m/s

    dp= 1.2 mm

    25. X.-L. Zhao, S.-Q. Li, G.-Q. Liu, Q. Song,Q. Yao, Flow patterns of solids in a two-dimensional spouted bed with draft plates:

    PIV measurement and DEM simulations.Powder Technology 183 (2008) 7987

    2-D Spouted bed with draft plate,was investigated with

    DEM simulation using Cundall and Strack contact

    model and Ergun and Wen and Yu drag closure model,

    and PIV measurement. It was found that the particle

    move individually not as particle cluster as found in

    2DSB. DEM simulation provide good prediction on

    particle vertical velocity along the bed vertical line.

    Spouted bed with draft pate . The

    friction coefficients 0.3, spring

    stiffness is 800 N/m, Damping

    coefficient 0.0042 kg/s, Restitution

    coefficient, 0.9.

    Gas(air) Solid

    g = 1.206 kg/m3 s= 2380 kg/m

    3

    g =1.8210

    -5

    Pa.s ut= 12 m/sdp= 2 mm

    26. Takuya Tsuji , Keizo Yabumoto,Toshitsugu Tanaka, Spontaneousstructures in three-dimensional bubbling

    gas-fluidized bed by parallel DEMCFDcoupling simulation. Powder Technology184 (2008) 132140

    3-D DEM simulation with Cundall and Strack contact

    model and Gidaspows drag closure model. 4.5 millionparticles was tracked using 16 CPUs, one of the largest

    system in this type of simulation. In ideal condition

    multiple bubbles was formed in larger cross section

    while slug formation in small cross section was

    observed. An approximate bubble size was estimated

    from the simulation. The bubble size is not expected to

    change significantly if we extend the cross-section size

    further. Circulation of the particulate solid observed.3-D

    visualization of bubble shape was also conducted.

    Gas-solid bubbling fluidized bed with4.5 million particles. The friction

    coefficients 0.3, Restitution coefficient,

    0.9, Normal spring coefficient 800N/m,

    tangential spring coefficient is 200 N/m

    Gas(air) Solid

    g = 1.206 kg/m3 s= 2700 kg/m

    3

    g =1.8210-5 Pa.s ut= 11.8 m/s

    dp= 4 mm

    27. Jin Sun, Francine Battaglia, ShankarSubramaniam, Hybrid Two-Fluid DEMSimulation of Gas-Solid Fluidized Beds.Journal of Fluids Engineering (2007), Vol.

    129 / 1395.

    2-D DEM simulation using linear spring-dashpot model,

    Hertzian model for contact force and Gidaspows dragclosure. The result were compared with the experimental

    data and with two fluid model, it was found that DEM

    simulation is capable of predicting general fluidized

    bed dynamics, i.e., pressure drop across the bed and bed

    expansion, which are in agreement with experimental

    measurements and TF model predictions.DEM model

    have the capability to capture more structural

    information of the fluidized beds than the TF model.

    Gas-solid bubbling fluidized bed with

    2400 and 4000 particles. The friction

    coefficients 0.3, Restitution coefficient,

    0.9, spring coefficient 800N/m,

    Gas(air) Solid

    g = 1.206 kg/m3 s= 2700, 2526

    kg/m3

    g =1.8210-5 Pa.s ut= 17, 14 m/s

    dp= 4, 2.5 mm

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    28. Yurong He, Tianyu Wang, Niels Deen,Martin van Sint Annaland, Hans Kuipers,

    Dongsheng Wen, Discrete particlemodeling of granular temperature

    distribution in a bubbling

    fluidized bed. Particuology 10 (2012) 428437

    2-D DEM hard sphere model simulation with various

    closure models was used to study the distribution of

    particle and bubble granular temperature and it was

    found that the gas superficial velocity is most effective

    parameter on the granular temperature of particle and

    bubble whereas the effect of drag closure is more on

    large scale variable such as bubble. Simulated results

    were compared with experimental results by Mller et

    al. (2008) showing reasonable agreement.

    Gas-solid bubbling fluidized bed with

    9240 particles. The friction coefficients

    0.1,normal restitution coefficient, 0.97,

    tangential restitution coefficient, 0.33.

    Gas(air) Solid

    g = 1.206 kg/m3 s= 1000 kg/m3g =1.8210

    -5Pa.s ut= 5.15 m/s

    dp= 1.2 mm