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24

Chemical Technology • May 2016

MINERALS PROCESSING AND METALLURGY

low level. A typical purge bin and the design relationships

are shown in Figure 1 below.

Volatiles removal should be considered a ‘rate limited

process’. In addition to equilibrium considerations, time and

mass transfer coefficients are also important. Rate-limited

processes obey the fundamental relationship shown below:

R = K*DF

(1)

where: R = the rate of volatiles removal

K = a constant which depends on solids

morphology and type of drying equipment

DF = the driving force for removal of volatiles from

the solid. This is usually the difference between

the actual concentration and the equilibrium

concentration of the volatile in the solid.

A more specific form of the equation is shown below:

dX/dt = - k*a*(X-X

E

)

(2)

where: X = actual volatiles concentration, wppm

X

E

= equilibrium volatiles concentration, wppm

t = time, minutes

k = Diffusion coefficient, feet/minute

a = solid particle area, feet

2

/feet

3

Equation (2) can be transformed by conventional mathemat-

ics to one that can be numerically integrated as shown

below.

dX/(X-X

E

) = - k*a*dt

(3)

The next few paragraphs describe the components of this

relationship.

Refinements of components in

Equation 3

If the equilibrium between the solid and the volatile are

such that the equilibrium content of the volatile in the solid

approaches zero, equation (3) can be integrated directly to

give equation (4) shown below:

X

f

/X

o

= e

-ka

(4)

where: X

F

= the final concentration of the volatile in the

solid.

Xo = the original concentration of the volatile in the solid.

However, it is rare that the equilibrium concentration ap-

proaches zero. Thus the assumption that Xe = zero is a

dangerous assumption and will almost always lead to an

inadequate design. It is imperative that equilibrium be con-

sidered in designing a volatiles removal system. Techniques

for determining the equilibriumwill be discussed in the next

section of this study.

As indicated in equation (2), the rate of drying depends

on both the amount of surface area available and the mass

transfer coefficient as well as the difference between the

actual and equilibrium concentration. The standard aca-

demic assumption is that the solid being dried exists as a

single non-porous cylindrical or spherical particle. With this

assumption, the overall mass transfer coefficient depends

on effective particle radius, diffusion rate through the solid

and the film mass transfer coefficient between the solid

surface and the gas phase.

This idealised situation rarely exists for the following

reasons:

• Volatiles stripping applications often involve solids that

are highly porous with high surface areas.

• ‘Bed characteristics’ as well as the individual particles,

limit the overall mass transfer coefficient.

The nature of both the drying equipment and the morpholo-

gy of the solid being driedmakes it mandatory that the mass

transfer coefficient be determined either experimentally or,

if sufficient data exists, from an empirical correlation. This

can best be accomplished by lumping the two parameters

(k and a) together into an overall mass transfer coefficient

(K) and modifying equation (3) as follows:

dX/(X-Xe) = -K*dt

(5)

where: K= The lumped parameter with units of 1/minutes.

An inspection of equation (5) indicates that the equipment

residence time can be determined by numerical integration

of the equation if ‘K’ is known and an equilibrium relation-

ship between the solid and the volatile exists. Development

of an equilibrium relationship will be discussed in the next

installment and the outline of a spreadsheet to do the

calculations will be provided after that in the third part of

this study.

Theoretical relationships

R =- K*DF

(1)

where: R = the rate of volatiles removal

K = a constant which depends on solidmorphology

and type of drying equipment.

DF = the driving force for removal of volatiles from the solid.

This is usually the difference between the actual concentra-

tion and the equilibrium concentration.

dX/(X-X

E

) =- k*a*dt

(3)

where: X = actual volatiles concentration, wppm

X

E

= equilibrium volatiles concentration, wppm

t = time, minutes

k = Diffusion coefficient, feet/minute

a =solid particle area, feet

2

/feet

3

inlet wet solid

inert gas

off gas

Purge Bin

stripped solid

Figure 1: Purge bin relationships