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Method used with low conc/large particles + dense solids
Settling tank
Driving force of settling tank
Gravity
Method used with low conc + large solids
Centrifuge
Method used for very fine particles
Membrane/filter
Driving force of filter/membrane
Pressure/conc driven
Method used for high concs
Gravity thickener
5 factors of hindered settling
Interactions of particles
Large particles hinder smaller ones
Upwards velocity of the displaced fluid
Velocity gradients in the fluid are increased
Flocculation and clumping of particles
2 methods of modelling hindered settling
Correction factor
Modify the fluid properties
Why can we assume that lambda is 0
It is often extremely small so doesn’t contribute to the value of n
How can we find the region where free settling turns to hindered on a velocity vs conc graph?
Take the first derivative to find the stationary point
What 2 properties of the fluid do we modify
Viscosity
Density
Example of a system to use modified fluid properties on
Thickener due to different modes of settling in different sections
Applications of Packed Beds
Absorption
Catalytic reactions
Ion exchange – water purification
Car exhausts w/catalytic converters
Kitchen cooker hoods
Principles of packing
High interfacial area
Low resistance to flow
Uniform distribution of flow
Costing
Voidage
Ratio of voids in the bed compared to total volume
Superficial Velocity
Hypothetical maximum velocity if the solids weren't in the bed
Interstitial Velocity
Represents the actual velocity of the liquid by taking into account solids
What equation is used for laminar flow
Carman-Kozeny Equation
hat equation is used for tuburlent flow
Ergun Equation
Why does deviation occur between the Carman-Kozeny and Ergun Eq, as Re’ increases?
The turbulent term in the Ergun equation dominates
Re’ boundary for using Carman-Kozeny Equation
Re’ < 15
Re’ boundary for using Ergun Equation
Re’ > 15
How do you choose a packed bed equation in an exam setting
Assume one of the equations, then validate it with Re’, if not valid recalculate with the other equation
Features of Fluidisation
High interfacial area
High level of inter mixing
Frequent particle-particle and particle-wall interactions
Why is the shutdown profile different to the start-up one for fluidisation
On shutdown, frictional forces do not need to be overcome like on startup, meaning we don’t get the 'bump' at umf
What direction is drag force during fluidisation
Upwards as it is against the direction of weight
Galileo Number
Ratio of gravitational forces to viscous forces
How to solve Ergun Equation with Galileo Number
Quadratic formula
How to find Umf
1) Find voidage at mf
2) Find Ut, stokes (laminar) or Galileo (turb)
3) Find Umf
4) Check if CK or Ergun is valid
What are voidage and bed heighr functions of after the point of fluidisation
Velocity
2 types of fluidised bed expansion
1) Liquid-Solid
2) Gas-Solid
Liquid-Solid Bed Expansion Assumptions
Uniform Expansion
Non-bubbling (density of fluid and particles are similar
Examples of Liquid-Solid bed systems
Water and Sand
Water and Glass Beads
Gas-Solid Bed Expansion
Not uniform
e.g air + sand, air + glass beads
Greater density difference than solid-liquid
4 Flow regimes in gas-solid beds
Bubbling
Slugging
Channeling
Spouting
Bubbling
Also known as aggregative
Bubbles are generated similar to gas bubbles in liquids
Bypassing of bubbles – negative consequences for chemical reactions
Slugging
Similar to bubbling but bubbles are large
Bubbles have around the same diameter of the bed
These large bubbles are called slugs
Channelling
Beds of fine cohesive particles display channels or cracks
Particles have a strong particle-particle adherence
Spouting
Occurs when particles are large
Gas passes through the central channel
Produces a spouted bed – loose packing
Difference between filtration and other beds
Bed height changes over time
Filtration Design Parameters
Flux: u
Pressure drop: delta P
Cake Thickness: l
Cake
Collected solids after filtation
Slurry
Mix of solids and liquid before filtration
Filtration mat balance assumptions
Out = 0 as nothing leaves
Gen = Cons = 0 as no reaction occurs
2 modes of operation for filtration
1) Operation at constant flowrate
2) Operation at constant pressure drop
Why is ratio of mass of solids to fluid constant
No solid enters or leaves the system
Filtration assumption
Laminar flow so initial always use CK Eq
Solids Conveying
Using fluids to transport solids
2 types of solid conveying
Pneumatic
Hydraulic
Angles of conveying
Horizontal
Vertical
Flow Characteristics for conveying
Diluted
Dense
Operational modes for conveying
Positive
Negative
Pneumatic Conveying
Uses compressed gas to move solids
Positive Conveying
Solids are fed to air stream
System uses positive pressure
Max pressure is 1 bar gauge
Negative Conveying
Often used when air is not desirable
Uses vacuum or negative pressure
Max vacuum of 0.4bar
Dilute Phase Transport
High gas velocities (>20m/s)
Low solids conc ( <1 vol%)
Low pressure drops per unit length
Only system capable of operating under negative pressure
Solid particles behave as individuals
Fully suspended in the gas
Fluid-particle forces dominate
What causes pressure drop
Solid-pipe friction
Gas-pipe friction
Particle acceleration
Gas acceleration
Static head of solids
Static head of gas
Choking Velocity
Minimum velocity where particles can be held up in the flow
Saltation Velocity
Velocity at which particles settle on the bottom of the pipe
When is saltation and choking velocity used?
Saltation - Horizontal
Choking - Vertical
Dense Phase Saltation
Solids are conveyed such that they are not entirely suspended in the gas
Transition point is defined by both choking and saltation velocities
Advantages of dense phase conveying
Low gas requirements
Low solids velocity
Lower energy requirement per kg of product
Less erosion or product degradation
Disadvantages of dense phase conveying
Limited to granular materials
Used only in short start pipes
Requires very high pressures
Hydraulic conveying
Uses pressurised liquid to move product
Main application of hydraulic conveying
Slurry transport
Sludge
High conc slurry of fine particulate material
Flow behaviours in hydraulic conveying
1) Homogenous
2) Heterogenous
3) Saltation
Homogenous flow
Particles uniformly distributed
Particles remain in suspension
Referred as non-settling slurries
Heterogenous Flow
Concentration gradients
Particles tend to settle
Minimal effects on the liquid carrying the particles
Saltation regime
Particles settle and roll
A liquid flow later exists above the moving bed
Shear thinning liquids
n < 1
Toothpaste and ketchup
Shear thickening liquid
n >1
Oobleck
Where are colloids found
Biotechnology
Food Industry
Consumer Goods
Wastewater treatment
Small particle characteristics
Dominated by surface forces (VDW, Electron Double Layer) rather than body forces (friction, gravitational)
High SA: V
Surface for is a function of distance and potential difference
VDW Forces
Group of electrodynamic interactions: Keeson, Debye and London dispersion
Dominant contribution is dispersion forces that come from Columbic interactions
Depends on a constant
Electron Double Layer Forces
When particles are immersed in a liquid they might develop a surface charge
Applications of Electron Double Layer Forces
Production of aerated concrete blocks
Food additive
Paper
Biofuel applications
Flame retardants
Isoelectric point
Where the M-OH2 + and M-O- have the same number of sites per unit area
If we want a positive charge
Use an acid
If we want a negative charge
Use an alkali
Zeta potential
How much energy needed to stick/slide atoms to molecules
Low zeta yields flocculation and high causes separation
How to control forces
Use polymers
High MW help flocculation
Low MW can stabilise