Assignment 3 (2006) Solutions

7
CHEE 2940 Particle Processing 2006 – Assignment #3 Due 5 PM Tuesday 11 April - Chemical Engineering Office 1. A suspension of solid particles with the average diameter of D = 100 µm and the density of ρ s = 2500 kg/m 3 is dewatered in a thickener with the diameter of 2m. The water viscosity and density are µ = 0.001 Pa s and ρ f = 1000 kg/m 3 , respectively. The acceleration due to gravity is equal to g = 9.81 m/s. The suspension with the solid volume fraction of ε F = 0.25 is fed into the thickener at the volumetric flow rate of Q = 5.35 L/s. The underflow product with the solid volume fraction of ε u = 0.5 is withdrawn from the thickener at the volumetric flow rate of U = 2.35 L/s. The operation of the thickener is schematically shown below. a) Calculate the terminal settling velocity of the particles using the Stokes law and the average diameter. (10 marks) b) Knowing the particle settling velocity from Question a), the particle Reynolds number, Re / f T DV ρ µ = , can be calculated. Inserting the Reynolds number into the following general equation for the settling velocity, we see that the particle terminal velocity, V T , is smaller than the terminal velocity calculated in Question a). To obtain the correct value for the terminal velocity, the non-linear equation given below must be solved for V T . Use the Excel Solver function and solve the following equation for the actual terminal settling velocity of the particles. Describe your procedure with the Solver function or the VBA macro. (10 marks) ( ) ( ) 2 0.687 18 1 0.15 Re s f T Dg V ρ ρ µ = + c) Calculate and plot the particle flux due to the particle settling versus ε. (10 marks) d) Calculate and plot the particle flux due to the underflow and the net solid flux in the thickener zone below the feed inlet. Show these two curves and the flux curve in Question c) in one diagram. (10 marks) e) Use the diagram in Question d) and estimate the solid volume fraction and the downward solid flux under the critical condition of the thickener operation. (10 marks) Assignment #3-1

Transcript of Assignment 3 (2006) Solutions

Page 1: Assignment 3 (2006) Solutions

CHEE 2940 Particle Processing 2006 – Assignment #3

Due 5 PM Tuesday 11 April - Chemical Engineering Office

1. A suspension of solid particles with the average diameter of D = 100 µm and the density of ρs = 2500 kg/m3 is dewatered in a thickener with the diameter of 2m. The water viscosity and density are µ = 0.001 Pa s and ρf = 1000 kg/m3, respectively. The acceleration due to gravity is equal to g = 9.81 m/s. The suspension with the solid volume fraction of εF = 0.25 is fed into the thickener at the volumetric flow rate of Q = 5.35 L/s. The underflow product with the solid volume fraction of εu = 0.5 is withdrawn from the thickener at the volumetric flow rate of U = 2.35 L/s. The operation of the thickener is schematically shown below.

a) Calculate the terminal settling velocity of the particles using the Stokes law and the average diameter. (10 marks)

b) Knowing the particle settling velocity from Question a), the particle Reynolds number, Re /f TDVρ µ= , can be calculated. Inserting the Reynolds number into the following general equation for the settling velocity, we see that the particle terminal velocity, VT, is smaller than the terminal velocity calculated in Question a). To obtain the correct value for the terminal velocity, the non-linear equation given below must be solved for VT. Use the Excel Solver function and solve the following equation for the actual terminal settling velocity of the particles. Describe your procedure with the Solver function or the VBA macro. (10 marks)

( )( )

2

0.68718 1 0.15Res f

T

D gV

ρ ρ

µ

−=

+

c) Calculate and plot the particle flux due to the particle settling versus ε. (10 marks)

d) Calculate and plot the particle flux due to the underflow and the net solid flux in the thickener zone below the feed inlet. Show these two curves and the flux curve in Question c) in one diagram. (10 marks)

e) Use the diagram in Question d) and estimate the solid volume fraction and the downward solid flux under the critical condition of the thickener operation. (10 marks)

Assignment #3-1

Page 2: Assignment 3 (2006) Solutions

f) Establish the balance equations for the volumetric flow rates and the mass of solid particles. Solve the balance equations for the volumetric flow rate, O, and the solid volume fraction, εo, of the overflow product. (10 marks)

g) Calculate and plot the particle flux due to the overflow and the net solid flux in the thickener zone above the feed inlet. Show these two curves and the flux curve in Question c) in one diagram. (10 marks)

h) Determine the net solid flux in the thickener zone above the feed inlet. You can use the diagram obtained in Question g) and the solid volume fraction, εo, of the overflow product in Question f). (10 marks)

i) Calculate the suspension density of the feed, underflow product and overflow product. (10 marks)

2. The particle suspension described in Question 1 can be fluidised in a vertical pipe using the liquid upward flow (against gravity). Use the Ergun equation for the pressure gradient over the particle bed (Lecture 9) and establish the force balance on the particle bed for determining the minimum (superficial) liquid velocity required to fluidise the particle bed. Solve the force balance equation for the minimum liquid velocity. The particle volume fraction at the fluidisation onset is ε = 0.4. (10 marks)

Assignment #3-2

Page 3: Assignment 3 (2006) Solutions

Solutions

1a. The terminal settling velocity predicted by the Stokes law is described as

( )2

18s f

Stokes

D gV

ρ ρµ−

=

Inserting the numerical values gives

( ) ( )26 3 3100 10 m 9.81m/s 2500kg/m 1000kg/m0.008175m/s

18 0.001Pa sStokesV−× × −×

= =×

1b. The non-linear equation to be solved is described as

( ) ( )26 3

3 6

100 10 m 9.81m/s 2500kg/m 1000kg/m

1000kg/m 100 10 m18 0.001Pa s 1+0.001Pa s

TT

VV

× × −×=

× × ××

3

The initial setting in Excel is shown below.

VT (Guessed) 0.008175

Re 0.818

LHS 0.008175

RHS 0.00736

LHS-RHS 0.00082

The Excel Solver is used to adjust the “LHS-RHS” to zero by changing the initial guess for VT, giving the following results:

VT (Solution) 0.00736

Re 0.736

LHS 0.00736

RHS 0.00736

LHS-RHS 0.00000

The actual terminal settling velocity of the particles is VT = 0.00736 m/s.

Assignment #3-3

Page 4: Assignment 3 (2006) Solutions

1c. The particle flux due to settling is described as

( )1 nset TJ V ε ε= −

The Richardson-Zaki index, n, as a function of the particle Archimedes number is described by

0.57

0.57

4.8 0.1031 0.043

ArnAr

+=

+

The Archimedes number is described as ( )3

2 14.715f s fD gAr

ρ ρ ρµ

−= = , giving n = 4.401.

Knowing VT and n, Jset can be calculated as a function of the solid volume fraction, ε, and is plotted in the flowing diagram.

0

0.2

0.4

0.6

0 0.2 0.4 0.6 0.8 1Solid volume fraction

Solid

flux

due

to s

ettli

ng (m

m/s

)

Note: The unit of the particle flux on the vertical axis is given in mm/s. The volume fraction must be refined to obtain the continuous smooth curve.

Assignment #3-4

Page 5: Assignment 3 (2006) Solutions

1d. The solid underflow flux is described as

u setUJ JAε

= +

where A is the cross sectional area of the thickener. The units for U and A must be converted to produce the consistent unit for the flux (in mm/s in this solution). The plot for Ju versus ε is given below.

0

0.2

0.4

0.6

0.8

0 0.2 0.4 0.6 0.8 1Solid volume fraction

Dow

nwar

d so

lid fl

ux (m

m/s

)

Solid flux due to underflow

Solid flux due to settling

Net flux below feed inlet

ε crit

1e. The critical condition of the thickener operation is taken at the minimum of the net flux below the feed inlet. Based on the diagram shown in Question 1d, we obtain εcrit = 0.6 and

Ju, crit = 0.53 mm/s.

1f. The balance equations can be described as

Q O U= +

F oQ O U uε ε ε= +

Knowing Q, U, εF and εu, these two equation can be solved for O and εo, giving

Assignment #3-5

Page 6: Assignment 3 (2006) Solutions

3.0 L/sO P U= − = and 0.0542F uo

Q UO

ε εε −= = .

1g. The solid overflow flux is described as

o setOJ JAε

= −

where A is the cross sectional area of the thickener. The units for O and A must be converted to produce the consistent unit for the flux (in mm/s in this solution). The plot for Jo versus ε is given below.

-0.6

-0.4

-0.2

0

0.2

0.4

0.6

0.8

0 0.2 0.4 0.6 0.8 1

Solid volume fraction

Upw

ard

solid

flux

(mm

/s)

Solid flux due to underflow

Solid flux due to settling

Net flux above feed inlet

1h. Using the solid volume fraction εo = 0.0542 from Question f) and the diagram from Question h) gives Jo = 0.26 mm/s for the net solid flux in the thickener zone above the feed inlet.

1i. Using the following equation for the suspension density

( )1sus s fρ ερ ε ρ= + −

Assignment #3-6

Page 7: Assignment 3 (2006) Solutions

the suspension density of the feed, underflow product and overflow product can be determined, giving

31375 kg/mfeedρ =

31750 kg/munderflowρ =

31081 kg/moverflowρ = .

2. The force balance on the particle bed for determining the minimum (superficial) liquid velocity required to fluidise the particle bed is described as

( )( ) ( ) ( )2 2

3 2 3

1 11 153.344 1.568mf f mf

s f

U Ug

D Dµ ε ρ

ε ρ ρε ε

ε− −− − = +

The quadratic equation can be solved for Umf. The Excel Solver function can be used and the procedure is shown below.

- The initial setting in Excel:

Umf (m/s) 0.01

ε 0.4

LHS 8829

RHS 877260

LHS-RHS -868431

- The Excel Solver is used to adjust the “LHS-RHS” to zero by changing the initial guess 0.01 m/s for Umf, giving the following results:

Umf (m/s) 0.000102

ε 0.4

LHS 8829

RHS 8829

LHS-RHS 8.18E-08

The actual minimum (superficial) liquid velocity required to fluidise the particle bed s is Umf = 0.000102 m/s.

Assignment #3-7