Mineral Processing: DEWATERING Flashcards

1
Q
  • Solid – Liquid Separation
  • Done to produce a relatively dry
    concentrate (less shipping volume)
  • Also for certain processes that requires less or low H2O content
A

Dewatering

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2
Q

Flocculation and Coagulation

A

Sedimentation

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3
Q

Porous medium

A

Filtration

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4
Q

Evaporation of H2O content (<5%)

A

Thermal Drying

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5
Q
  • Rapid settling of solids to produce a decant-able clarified liquid
  • Governed by Stokes’ or Newton’s Laws
  • Very fine particles are either centrifuged or agglomerated
    – Flocculation
    – Coagulation
A

Sedimentation

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6
Q

– altering the stability of the suspended colloidal solids to allow them to adhere to one another

A

Coagulation

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7
Q

formation of more aggregates than coagulation by using reagent molecules acting as “bridges”

A

Flocculation

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8
Q
  • a.k.a. Thickening
  • Cheap, high-capacity
  • w/ low shear forces for flocculation
  • 2-200m diameter, 1-7m depth shallow tanks
  • provided w/ slow moving radial arms for gentle agitation and sediment collection
A

Gravity Sedimentation

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8
Q

The thickened underflow solids move continually downward to an annular trench at the center
* The clarified liquid moves upward and radially outwards
* The arms “rake” the solids @ 8m/min (perimeter)
– The arm mechanism is the basis for different thickener types!

A

Thickeners

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9
Q

The degree of thickening is a function of retention time;

A

Thickener Depth

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10
Q
  • S/L separation using porous media
  • Production of filter cake depends on:
    – Pressure difference from filter to feed
    – Area of filtering surface
    – Viscosity of filtrate
    – Resistance of filter cake
    – Resistance of filter medium
A

Filtration

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10
Q
  • Acts as support to filter cake
  • The initial layers of cake is the true filter!
  • Resistant to blinding, mechanically strong, corrosion resistant, little resistance to flow
  • Cotton, wool, linen, jute, nylon, silk, glass fiber, porous carbon, metals, rayon, porous rubber, and other synthetics
A

Filter Medium

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11
Q
  • Consists of alternately arranged plates and frames pressed by screw or hydraulic piston
  • Filter cloth is fitted in between plates
  • Slurry is fed by a continuous channel at the corners of the plates; clarified liquid is removed the same way the other end
  • Cake is washed when the filter is full, prior to discharge
A

Pressure Filters

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12
Q
  • A filter drum rotates horizontally while partially submerged in slurry
  • Suction is delivered from the inside of the drum, discharge is at the tail end of rotation
  • 0.1 – 3.0 RPM
A

Rotary Drum Filters

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13
Q
  • Similar to drum filters, but discs are used
  • The perforated discs rotate through a
    through of slurry
  • Discharge is by pulsating air blow w/ scraper
  • Small floor area vs. filtering area
A

Disc Filters

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14
Q
  • Long sloping cylindrical shell
  • Hot gases or air is fed either parallel flow or counter-current (more dry product); indirect or direct (drier)
A

Rotary Thermal Dryers

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15
Q

– Sufficient slopes w/o sharp turns; clean dry ores slide easily w/ 15- 250 steel-faced chutes
– 45-550 working slope is used; control of ore is reduced w/ increased slope

A

Chutes

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16
Q
  • 30 – 60% of total delivered price of raw materials
  • Covers the processes of:
    – Transportation
    – Storage
    – Feeding
    – Washing
    – of the ore en route to, or during its various stages of treatment in the mill
A

Ore Handling

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17
Q
  • Used when space is limited for conveyor installation
  • Continuous line of buckets attached to roller chains
  • Buckets are pivoted to remain upright until it reaches dumping position
A

Gravity Bucket Elevators

17
Q

– Most widely used for loose materials
– 20,000Mt/h; 5000m flights; 10m/s speeds
– Increased capacity by using troughing idlers
– Spacing of idlers along the belt @ maximum w/o excessive sagging
– Tensioning Devices – adjusts the belt for stretch and shrinkage to prevent undue sag

A

(Standard Rubber) Belt Conveyor

18
Q

Transport of Wet Ores

– Gently sloping troughs of rectangular, triangular, or semi-circular section
– Pulp advances by gravity; solids by either sliding or rolling
– Larger particle size, greater slope
– Deep launders for suspensions; shallow ones for fast settling solids

19
Q

Transport of Wet Ores

– Should be straight as possible to prevent excessive abrasion @ bends
– Oversized pipes – dangerous when encountered due to deceleration of flow; settling of solids and choking may occur
– Design is based on: S/L ratio, pulp density, solids density, particle size and geometry, fluid viscosity

20
Q

Transport of Wet Ores

– Cheap; small space requirement
– Capable of attaining high slurry velocities
– Single stage pumping may reach 30-100m heights

A

Centrifugal Pumps

21
Q

Transport of Wet Ores

Desired for delivery of uniform stream of ore
* Essentially a conveying operation;
– Shorter distance
– Close regulation of rate of ore passage
* Unnecessary for cases when succeeding operations have same rates of flow
* Consists of small bin + suitable conveyor
* Chain Feeders
– Used for smooth control of bin discharge
– Curtain of heavy loops of chain
– Chains lie on the ore @ the outfall of bin @ ≈ angle of repose
– When the loops of the chain move, the ore begins to slide

A

Ore Feeding

22
# Primary Crusher Feeders – Remove fines from coarse particles before crushing – “Scalping” the ore to prevent consolidation of fines
Vibrating Grizzlies
23
# Primary Crusher Feeders – Long elliptical bars in alternate vertical and horizontal positions all rotating in one direction – Rocking action sifts the ore; the fines fall through to a conveyor, the coarses tumbles across to crusher
Elliptical Bar Feeder
24
# Primary Crusher Feeders – Essentially a conveyor w/ abrasion-resistant steel pans attached in series – Most widely used feeder for coarse materials
Apron Feeders
25
# Removal of Harmful Materials used when in abundance of cheap manual labor, or additional equipment installation is not economically justified
Hand Sorting
26
# Removal of Harmful Materials situated above conveyors to pick up large pieces of tramp iron and steel; used w/ metal detectors
Magnetic Separators
27
# Removal of Harmful Materials removal of wood from pulp (wood causes choking)
Vibrating Scalping Screens
28
# Removal of Harmful Materials removal of slimes
Washing
29
* Necessity arises from successive processing units performing @ different rates – Intermittent vs. continuous, for repairs, and for successive batch and continuous processes * Depends on: – The equipment in the mill / method of operation – Frequency of maintenance work required * Accomplished by Stock piles, Bins, or Tanks
Ore Storage
30
* Can be reclaimed by front-end loaders or bucket-wheel reclaimers * Most economical is tunnel reclaim system – Conical ____ can be reclaimed by running a tunnel through the center – Live storage – amount of reclaimable material, is 20- 25% of total; 30-35% for elongated ______
Stock Piles
31
* Used as intermediate between crushing and grinding circuits * They allow the steady discharge of ore w/o segregation or choking * Flat-bottom ____ always retain some ore @ the bottom for cushioning * Sloping-bottom ________ for easily oxidized ore
Ore Bins
32
* For storing suspensions of fine solids * w/ provisions for agitation for suspension of solids or prerequisite chemical reactions * Surge tanks are also provided to control small variations in feed rate
Slurry Tanks / Conditioning Tanks
33
* Disposal of mill tailings causes environmental problems such as visual effect on landscape and ecological effects of water run-off * Depends on nature of tailings: – Slurries w/ high water content – Dewatered sludges – Dry coarse materials from DMS
Tailing Disposals
34
# Methods of Tailings Disposal – application of techniques to recover additional values
Recycling
35
# Methods of Tailings Disposal filling of mined-out areas or stopes using mill tailings
Back Filling
36
* Impoundment of the volume of mill tailings * The dam construction in itself is made of the tailings or the overburden from the mine * Must be constructed as cheap as possible * Must be constructed as close to the mine / mill as possible
Tailings Dam
37
* Essentially the reverse of the upstream method * The dam wall is raised at the opposite side of the starter dike * The only design acceptable by engineering standards * Limited by the amount of sand needed to raise the wall
Downstream Method
37
* A starter dam is placed @ the extreme downstream point * Dam wall is progressively raised on the upstream side; the tailings discharge by spigoting off the top of the starting dike * When the pond is filled, the dike is raised, and the cycle is repeated * Dam height is limited by stability of unconsolidated slimes retained by the dam walls
Upstream Method
38
* The crest remains in the same position as the dam wall is raised * Uses less sand to raise the crest to any height * The dam may be constructed ahead of the tailings pond
Center-line-method
39
to neutralize acids and precipitate heavy metals as insoluble hydroxides * Removal of decanted surplus water from dam – may be recycled to plant upon treatment
Lime
39
* Impervious foundations and interception ditches – to prevent seepage to groundwater
Mitigating Techniques
40
# waste water treatments – neutralization / precipitation
Chemical stabilization
41
# waste water treatments ctive carbon and clays
physical absorption
42
# waste water treatments – micro-algae species
Biological Oxidation