Applied Computational Fluid Dynamics by Hyoung Woo Oh - HTML preview

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328

Applied Computational Fluid Dynamics

Where 

p is the volume fraction of solid phase and p,max is maximum packing limit.

The tensor parameters are determined by the granular kinetic theory. The viscous stress

tensor comprises stresses due to the shearing viscosity and the bulk viscosity, resulting from the exchange of quantity of movement due to the movement of the particles and their

collision. A component that results from the friction between the particles can be included to calculate the effects that occur when the solid phase reaches maximum volumetric fraction.

The collisional, kinetic, and frictional effects are added to give the shearing viscosity of the solid phase (  p ):

  

 

 

p

p, col

p, kin

p, fr

(24)

Collisional effect (Eq. 25) and kinetic contribution (Eq. 26) are described by Gidaspow et al.

(1992):

1



2

4

p

  

p, col

p pdp g 0, pp 1

epp  

(25)

5

  

10

 

pdp

p

4

p kin

g

e

(26)

96

p 1

epp

1

pp p 1

pp  2

,

0,

g

5

0, pp

The bulk viscosity (  s ) comprises the resistance of the particles of the granular phase to compression and expansion. Equation (27) can be used for this viscosity, according to Lun et al. (1984):

1

 

2

4

p

   

(27)

s

p pdp g 0, pp 1

epp  

3

  

In dense low velocity solid phase flows, in which the solid fraction is close to the maximum packing limit, the generation of stresses results mainly from the friction between the

particles. One of the forms to calculate the effect of friction in the stresses is using Eq. (28) (Schaeffer, 1987), where  is the internal friction angle and I 2 D is the second invariant of the stress tensor.

p sin

p

p, fr

(28)

2 I 2 D

In granular flows with high volumetric fractions of solids, the effects of collisions between particles become less important. The application of the granular kinetic theory in such cases would, therefore, be less relevant, as the effect of friction between the particles must be taken into account. To overcome this problem, the software Fluent® used a formula of the effect of friction extended for the combined application with the granular flow kinetic theory.

Stresses due to friction between particles are normally written in Newtonian form following

Eq. 29, where  friction represents the stress due to frictional effects.

P

I

 u u T

 

  

friction

friction

friction

p

p

(29)

Use of Fluid Dynamic Simulation to Improve the Design of Spouted Beds

329

The resulting stress of the friction effects is added to the stress derived from the kinetic theory when the volumetric fraction of the solids exceeds a certain critical value. This value is normally considered as 0.5 when the flow is three-dimensional and the value of the

packing limit of the solid phase is 0.63, thus:

p

P

ki

P netic

f

P riction

(30)

  

 

p

kinetic

friction

(31)

The pressure due to friction is obtained mainly by semi-empirical form. The viscosity can be obtained by applying the modified Coulomb law, which gives the expression:

P

sen

friction

friction

(32)

2 I 2 D

The friction pressure can be determined with the model described by (Johnson & Jackson, 1987):

j

 

p

p,min 

fr

P iction Fr

(33)

k



p,max

p

where the coefficients are j =2 and k =3 (Ocone et al., 1993). The friction coefficient is assumed to be a function of the volumetric fraction of the solids (Eq. 34) and the viscosity of friction is thus given by Eq. 35.

Fr  0,1 p

(34)

P

sin

friction

friction

(35)

Granular temperature of the solid phase ( ) is proportional to the kinetic energy produced

p

by the random movement of the particles. This effect can be represented by:

3  

   

p p p        v

p p p p  

p I

p :

v

k

(36)

2 

 

p

  

p

  

p

p     

t

p

qp

where 

 p I   :  represents the generation of the energy by the stress tensor of the p

v

p

p

solid phase; k  represents the energy diffusion ( k

p

p

is the diffusion coefficient);

p

 represents the energy dissipation produced by collisions and

represents the energy

p

qp

exchange between the solid and the fluid phases.

The diffusion coefficient is given by Gidaspow et al. (1992):

2

150

 

pdp

p

6

2

s

k 

  g

e

   d

e

g

(37)

p

3841  e

1

p 0, pp 1

pp

2 p p p 1 pp  0,

g

5

pp

pp

0, pp

Dissipation of energy due to the collisions  can be described by the expression from Lun

p

et al. (1984):

330

Applied Computational Fluid Dynamics

12

2

1  epp g 0, pp

3

2

2

 

  

(38)

p

p p p

d

p

The energy exchange between the solid and the fluid phases due to the kinetic energy of the

random movement of the particles  qp is given by Gidaspow et al. (1992):

  3 K

qp

qp p

(39)

To solve the equation of granular temperature conservation using the software Fluent®,

three methods are possible, besides the addition of a user function (UDF):

Algebraic: obtained by leaving out the convection and diffusion terms of Eq. 36;

Solution of the partial differential equation: obtained by solving Eq. 36 with all terms,

and

Constant granular temperature: useful in dense phase situations in which the particle

fluctuation is small.

2.2.3 Boundary conditions

For the granular phase p , it is possible to define the shearing stress on the wall as follows:

  

3

p

g

p

U

(40)

6

p 0

p

s, w

p,max

where: U - velocity of the particle moving parallel to the wall;  - specularity coefficient.

s, w

For the granular temperature, the general contour condition is given by (Johnson &

Jackson, 1987):

p

3

q

3

g U

p

s

p 0

p

s,

3

w

1 2 epw g  2

(41)

6

4

p 0 p

p,max

p,max

With the model developed here, it is possible to simulate the fluid dynamic behavior of several gas-solid flow systems, especially dense phase systems, for which the Eulerian approach is

most used. The next section presents some of the most relevant current work in literature on the application of CFD to multiphase flow problems with the Eulerian approach.

3. Numerical simulation of the semi-cylindrical spouted bed

It is impossible to observe the spout channel in a cylindrical bed as the channel is

surrounded by the (particle dense) annular zone. Consequently, the semi-cylindrical

spouted bed arose as an alternative for obtaining experimental measurements for cylindrical

spouted beds. This old technique was first used in a study by Mathur & Gishler (1955). This bed should not be classified as unconventional equipment as its purpose is to obtain

experimental data relating to a full bed with similar geometric characteristics.

As shown in the diagram in Fig. 1, it is possible to obtain a semi-cylindrical bed by placing a transparent wall in a full column bed. The great advantage of constructing a semi-cylindrical spouted bed is that it makes it possible to view the internal behavior of the

particles in the vessel as the spouted channel is in direct contact with the flat wall. From the Use of Fluid Dynamic Simulation to Improve the Design of Spouted Beds

331

supposition that the hydrodynamic behavior of the semi-cylindrical bed is similar to that of a cylindrical bed (for systems with similar geometric characteristics), one can infer

experimental data for cylindrical beds from the data obtained for the half column (velocity

of solids from image analysis, radius of the spout channel, fountain shape). After its first use, even with the caution recommended by its creators, some later studies, notably by

Lefroy & Davidson (1969), suggested that the semi-cylinder did not show significant

differences for the most general designs to which it should be applied.

D

Dc

D

c

Dc c

Pare

Flde plana

at wall

H

H

H

cil

cyl

Hcyl

cil

Dc – column diameter

H

H

Hcon

cone

co

n

Hcone

Di – inlet orifice diameter

Hcyl – cylindrical section height

Hcon – conical section height

Di

Di

Di

Di

Cilíndr

Cylind ico

ric

al

Sem

Semii-cil

-c in

yl d

in ric

dri o

c al

Fig. 1. Diagram of a semi-cylindrical (half-column) spouted bed

It is acknowledged that the insertion of a flat wall into a spouted bed causes significant

modifications to the geometry of the equipment. He et al. (1994a) experimentally evaluated

the hydrodynamic behavior of cylindrical and semi-cylindrical spouted beds with similar

geometry. They observed that inserting the flat wall into the bed changed the velocity

profile of the particles due to the additional system friction caused by the wall. In addition to the above study, He et al. (1994b) studied the behavior of the spouted bed porosity

profile, comparing the results obtained for cylindrical and semi-cylindrical beds. It was

verified that inserting the flat wall did not significantly change the porosity behavior of the bed in comparison with the change caused by the wall on the velocity profile of the solid.

These results, along with others in the literature, raise a question about the semi-cylindrical spouted bed: are the measurements obtained using the half-bed technique truly

representative for inferring the hydrodynamic data for cylindrical beds and, if so, for which variables? The studies by He et al. (1994a, 1994b) are conclusive regarding the velocity of the solid phase and the porosity of the bed, indicating that special care is necessary when

applying this technique. Despite the need for special care, visual information related to the hydrodynamic behavior of the cylindrical bed can only be obtained using the half-column

technique. To analyze these effects, some numerical studies were carried out and the results are discussed in the following chapters.

3.1 Numerical evaluation of the specularity coefficient

Various authors have described the importance of friction between the particulate phase and

the flat wall present in the half-column spouted bed. In view of this effect and the possibility 332

Applied Computational Fluid Dynamics

of evaluating it numerically using CFD numerical simulation, this chapter presents the

results of a numerical study involving the specularity coefficient (a parameter added to the Eulerian model of the particulate phase to represent the friction between this phase and the glass wall in the spouted bed). Experimental results were used to verify the simulation

results in one of the cases. In addition to the results, the characteristics of the computational mesh adopted are presented together with the most relevant aspects of the numerical

solution procedure.

3.1.1 Experimental data

The experimental data presented in this study were obtained for a spouted bed operating

with air spheres at a controlled temperature. Table 1 presents the geometric and operational parameters for the spouted beds, together with the physical characteristics of the phases

present in the equipment.

Semi-cylindrical Conical Spouted Bed

Dc (m)

Column diameter

0.30

Di (m)

Inlet orifice diameter

0.05

Hcon (m)

Conical section height

0.23

Hcyl (m)

Cylindrical section height

0.80

He (m)

Static bed height

0.23

Φ (º)

Conical section angle

60.0

dp (m)

Particle diameter

2.18

ui (m/s)

Velocity inlet

18.0

Tair (ºC)

Air temperature

50.0

ρp (kg/m3)

Solid density

2,512

Table 1. Parameters and geometric characteristics of the equipment used in this study

The experimental evaluation of the hydrodynamics of the spouted beds involved

determining experimental data for a semi-cylindrical spouted bed operating under the

conditions described in Table 1. The velocity of the particles in the annular, spout and

fountain zones were obtained from videos filmed through the glass wall at different axial

and radial positions of the half-column conical spouted bed. To be able to make

measurements using the image analysis software, the software was first calibrated using

standard scales. After being calibrated, the local velocity of the solid was calculated by

analysis of the distance covered by the particle and the time taken to cover the distance.

A static pressure probe was fixed to the upper part of the bed with its point inside. By

varying the position of the probe, the inner pressure of the bed was mapped. Note that the

radial pressure data was obtained in the direction perpendicular to the glass wall in the

semi-cylindrical spouted bed.

The height of the fountain was obtained from the images of the half-column conical

spouted bed. These images were produced using a digital stills camera. Image software

was also used to process the images and obtain the shape of the spout channel and the

height of the fountain.

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Use of Fluid Dynamic Simulation to Improve the Design of Spouted Beds

333

3.2 Computational mesh and numerical procedure

3.2.1 Computational mesh

The simulations were conducted using a three-dimensional mesh containing a symmetry

plane to divide the domain. GAMBIT 2.13 software was used to generate the mesh. The

spacing between nodes adopted was 5.0 mm, increasing gradually towards the outlet zone,

where a spacing of 1.0 cm was adopted. The mesh used tetrahe