From FAG …
From FAG …
(fully)
(fully)
to SAG …
to SAG …
(semi)
(semi)
to BAG !
to BAG !
(barely)
(barely)
The Theoretical Rationale behind
The Theoretical Rationale behind
CURRENT TRENDS IN OPERATING PRACTICE
CURRENT TRENDS IN OPERATING PRACTICE
OF SEMIAUTOGENOUS GRINDING OPERATIONS
OF SEMIAUTOGENOUS GRINDING OPERATIONS
Dr. Jaime E. Sepúlveda
Dr. Jaime E. Sepúlveda
Moly
Feed the mill with large
rocks
(up to
10”-12”), so avoiding the traditional crushing,
classification and multiple storage stages of
intermediate size particles.
Use these rocks as a ‘zero-cost’ grinding
media:
Autogenous Grinding
.
Add large diameter steel balls (up to 6”):
The concept of
AUTOGENOUS
GRINDING
was born
from the idea of
avoiding the use and
Basic Concepts
SEMIAUTOGENOUS GRINDING
Basic Concepts
SEMIAUTOGENOUS GRINDING
Add large diameter steel balls (up to 6”):
Semiautogenous Grinding
.
Considering that
rocks
are lighter than
balls
,
it was assumed
(wrongly?)
that such rocks
should fall from the highest possible position
and therefore, SAG mills adopted their
typical
“pancake”
shape:
D>L
.
avoiding the use and
consumption of
steel
grinding balls
, by
replacing them with
the same
rocks
contained in the fresh
feed ore.
Alternative Circuit Configurations
SINGLESTAGE GRINDING (FAG or SAG)
Alternative Circuit Configurations
SINGLESTAGE GRINDING (FAG or SAG)
Product
Product
Water
Water
Feed
Feed
Alternative Circuit Configurations
DOUBLESTAGE GRINDING (DSAG)
Alternative Circuit Configurations
DOUBLESTAGE GRINDING (DSAG)
Water
Water
Feed
Feed
Product
Product
Water
Feed
Feed
Large
Large
(> 4”)
(> 4”)
Do they
Do they
Grind?
Grind?
ROCKS
ROCKS
Do they
Do they
grind
grind
themselves?
themselves?
Are they
Are they
ground by
ground by
media?
media?
Yes,
Yes,
less than
less than
Balls
Balls
Yes
Yes
No
No
Semiautogenous Grinding
Semiautogenous Grinding
WHICH WOULD BE THE ACTUAL
WHICH WOULD BE THE ACTUAL
ROLE OF THE ‘ROCKS’?
ROLE OF THE ‘ROCKS’?
Semiautogenous Grinding
Semiautogenous Grinding
WHICH WOULD BE THE ACTUAL
WHICH WOULD BE THE ACTUAL
ROLE OF THE ‘ROCKS’?
ROLE OF THE ‘ROCKS’?
The mid size rocks,
denominated
Critical
Sizes
or
Pebbles
do
not act as grinding
media and they do not
allow themselves to be
ground.
They use up space in
the charge affecting
the
productivity
of
the mill.
As a corrective
measure, it has been
Medium
Medium
(2” to 4”)
(2” to 4”)
Small
Small
(< 2”)
(< 2”)
Balls
Balls
Very
Very
little !
little !
No
No
Very
Very
little !
little !
Little !
Little !
require
require
large balls
large balls
No
No
Yes
Yes
measure, it has been
arranged for such
Pebbles
to leave the
charge through the
mill grate, classifying
and crushing them by
conventional methods.
Alternative Circuit Configurations
Alternative Circuit Configurations
DOUBLESTAGE GRINDING
DOUBLESTAGE GRINDING
WITH PEBBLE CRUSHING (SABC
WITH PEBBLE CRUSHING (SABC-
-1)
1)
Alternative Circuit Configurations
Alternative Circuit Configurations
DOUBLESTAGE GRINDING
DOUBLESTAGE GRINDING
WITH PEBBLE CRUSHING (SABC
WITH PEBBLE CRUSHING (SABC-
-1)
1)
Water
Water
Product
Product
Pebbles
Pebbles
Water
Water
Feed
Feed
Water
Water
Product
Product
Pebbles
Pebbles
Alternative Circuit Configurations
Alternative Circuit Configurations
DOUBLESTAGE GRINDING
DOUBLESTAGE GRINDING
WITH PEBBLE CRUSHING (SABC
WITH PEBBLE CRUSHING (SABC-
-2)
2)
Alternative Circuit Configurations
Alternative Circuit Configurations
DOUBLESTAGE GRINDING
DOUBLESTAGE GRINDING
WITH PEBBLE CRUSHING (SABC
WITH PEBBLE CRUSHING (SABC-
-2)
2)
Water
Water
Feed
Since
Fully Autogenous Grinding (FAG)
was first
proposed, early last century, there has been a
continuous evolution in operational practices with
regard to:
The addition of
increasing amounts
of steel balls
as ancillary grinding media,
The sustained
increment in diameter
of such
balls,
The removal and crushing of the critical sizes
(pebbles)
that otherwise would accumulate in the
load and …
The pre-crushing
(elimination)
of either the
With time, the fully
AUTOGENOUS
option
has been gradually
diverting from its
original conception to
load and …
The pre-crushing
(elimination)
of either the
larger rocks or the intermediate particle size
fractions contained in the fresh feed ore.
Consequently,
little is left today
of the original
intention of using the larger rocks as
autogenous
grinding media for the smaller particles.
This presentation is aimed at illustrating the
theoretical rationale behind the observed
current trends in SAG operating practices, with
the aid of
Moly-Cop Tools 2.0
.
diverting from its
original conception to
become nowadays just
a simple case of a
poorly operated
CONVENTIONAL
BALL MILL
…
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2.0
My Grandpa made it!
Moly
Moly-
-Cop Tools
Cop Tools
Moly
Moly-
-Cop Tools
Cop Tools
is available
is available free of charge
free of charge to
to
all interested parties
all interested parties
[email protected]
[email protected]
0.100
1.000
S
i
E
Balls on Particles
Rocks on Particles
Self-Breakage
Overall
Theoretical Background
SPECIFIC SELECTION FUNCTION,
ton/kWh
Theoretical Background
SPECIFIC SELECTION FUNCTION,
ton/kWh
The model included in
Moly-Cop Tools
was
first published at the
SAG 2001 Conference
by J. E. Sepúlveda,
“A Phenomenological
Model of
Semi-Autogenous Grinding
Processes in a
Moly-Cop Tools
Environment”
, Vol. 4,
pp. 301-315,
Vancouver, Canada.
After that, the model
has been providing
quite satisfactory
0.010
10
100
1000
10000
100000
1000000
Particle Size, microns
S
quite satisfactory
descriptions of actual
SAG processes, in all
cases where the
proper plant and/or
pilot scale data has
been made available.
Simulation N° 0
Remarks
Base Case Example
Ore Density, ton/m3 2.80
0.017 1000 ton/hr (all mills)
0.9 40.00 % Solids 4 76.72 % - 100# 167.0 P80 # of Cyclones 4.00 243 d50c Diameter 26.00 0.315 Bpf Height 78.00 0.331 Bpw Mesh # Inlet 10.00
Opening Vortex 10.00 76.10 % Solids
By-Pass Apex 5.00
D50/D Circ.
1000 ton/hr, Fresh Feed Mesh # 1 131488 F80 Opening 304800 2.90 % Moisture By-Pass 0.000 D50/Ds 1.00 1 m 100.00 Upper 0 ton/hr Split 0.00 Mesh # 1 1
Opening 304800 Lower 0 ton/hr
By-Pass 0.000 0.00 % of Feed 369 ton/hr D50/Ds 1.00 2.90 % Moisture 36.91 % of Feed m 100.00 2.90 % Moisture 61.50 % - 1/2" 61.50 % - 1/2" 2 F80 131488 % - 1.5" 58.97 Water, m3/hr 344
Diameter, ft 35.30 Grate Screen
Lenght, ft 15.00 5 10 Speed, % Critical 78.00 76200 13335 Charge Level, % 26.00 0.070 0.017 Balls Filling, % 10.00 0.70 0.90
⊕
⊕
⊕
⊕
⊕
⊕
⊕
⊕
∅
∅
∅
∅
1
2
Complex Circuit Simulation ... SABC-1
Complex Circuit Simulation ... SABC-1
D50/D Circ.
m % - 200# in psi 10.19 Load, %
Mill Discharge (Guess) 2.367
29.66 (Actual) 2.367 (Delta) 0.000 89 Water, m3/hr 475 2.00 # of Mills Balls Filling, % 10.00 0.70 0.90 % Solids (slurry) 76.00 3.00 4.00 App. Density, ton/m3 3.331 % Solids 72.79
Gross kW 10093 % - 100# 21.26
kWh/ton 10.09 T80 6112
m3/hr 731 Mesh Opening Fresh Crushed Crushed
Feed Pebbles 1 Pebbles 2
1 12" 304800 100.00 100.00 100.00 m3/hr, Water 2 8" 203200 97.60 100.00 100.00 Size Distributions 3 6" 152400 83.93 100.00 100.00 4 4.15" 101600 73.57 100.00 100.00 5 2.95" 76200 67.87 100.00 100.00 6 2.1" 50800 62.82 100.00 100.00 7 1.48" 38100 58.97 100.00 100.00 8 1.05" 26670 53.78 98.07 98.07 9 0.742" 18850 49.78 90.24 90.24 10 0.525" 13335 42.74 61.50 61.50 11 0.371" 9423 38.32 48.04 48.04 12 3 6680 34.00 31.84 31.84 13 4 4699 29.28 23.55 23.55 14 6 3327 25.65 18.08 18.08 15 8 2362 22.57 14.32 14.32 16 10 1651 20.19 11.53 11.53 17 14 1168 18.16 9.20 9.20 18 20 833 16.79 7.80 7.80 19 28 589 15.65 6.65 6.65 20 35 417 14.66 5.74 5.74 21 48 295 13.79 5.06 5.06 22 65 208 12.84 4.43 4.43 23 100 147 12.01 3.96 3.96 24 150 104 11.12 3.50 3.50 25 200 74 10.28 3.10 3.10 19.00 Diameter, ft 24.00 Lenght, ft 76.00 Speed, % Critical 38.00 Charge Level, % 38.00 Balls Filling, % % Solids 60.01 72.00 % Solids (slurry)
m3
/hr 1723 5.395 App. Density, ton/m3 4631 Gross kW
9.26 kWh/ton
Current Min/Max Remarks SAG Power, kW 10093 11500 OK Pebbles, ton/hr 369 400 OK BM Power, kW 4631 3730 KO Product Size, P80 167.0 185.0 OK Pump Capacity, P*Q 17554 30000 OK Total Water, m3 /hr 1470 2000 OK PROCESS RESTRICTIONS
In conjunction with other unit operation
models, such as
Conventional Ball Milling
,
Hydroclassification
,
Screening
and
Crushing
,
the referred
SAG
model can be applied,
with
Moly-Cop Tools
, to represent fairly
1189 ton/hr, Fresh Feed Mesh # 1 131488 F80 Opening 304800 2.90 % Moisture By-Pass 0.000 D50/Ds 1.00 1 m 100.00 Upper 0 ton/hr Split 0.00 Mesh # 1 1
Opening 304800 Lower 0 ton/hr By-Pass 0.000 0.00 % of Feed D50/Ds 1.00 2.90 % Moisture m 100.00 2 61.50 % - 1/2" 2 F80 131488 % - 1.5" 58.97 Water, m3/hr 271
Diameter, ft 35.30 Grate Screen
Lenght, ft 15.00 5 10 Mesh # Speed, % Critical 78.00 76200 13335 Opening
Charge Level, % 26.00 0.070 0.017 By-Pass Balls Filling, % 10.00 0.70 0.90 D50/D
⊕
⊕
⊕
⊕
⊕
⊕
⊕
⊕
∅
∅
∅
∅
∅
∅
∅
∅
1
2
Simulation N° 0 Remarks371 ton/hr Base Case Example 31.19 % of Feed
2.90 % Moisture
Ore Density, ton/m3
2.80
61.50 % - 1/2"
Split 0 ton/hr 1189 ton/hr (all mills) 0.00 0.00 % of Feed 40.00 % Solids 62.52 % - 100# 270.0 P80 # of Cyclones 4.00 357 d50c Diameter 26.00 0.260 Bpf Height 78.00 0.273 Bpw Inlet 10.00
Opening Vortex 10.00 82.66 % Solids Apex 5.00
Circ.
Complex Circuit Simulation ... SABC-2
Complex Circuit Simulation ... SABC-2
Balls Filling, % 10.00 0.70 0.90 D50/D % Solids (slurry) 76.00 3.00 4.00 m App. Density, ton/m3 3.331 % Solids 73.45
Gross kW 10093 % - 100# 25.85
kWh/ton 8.49 T80 5052
m3/hr 588 Mesh Opening Fresh Crushed Crushed
Feed Pebbles 1 Pebbles 2
1 12" 304800 100.00 100.00 100.00 m3/hr, Water 391 2 8" 203200 97.60 100.00 100.00
Size Distributions
Circ. % - 200# in psi 13.51 Load, %
Mill Discharge (Guess) 2.688
16.08 (Actual) 2.688 (Delta) 0.000 353 Water, m3 /hr 2.00 # of Mills 3 6" 152400 83.93 100.00 100.00 4 4.15" 101600 73.57 100.00 100.00 5 2.95" 76200 67.87 100.00 100.00 6 2.1" 50800 62.82 100.00 100.00 7 1.48" 38100 58.97 100.00 100.00 8 1.05" 26670 53.78 98.07 98.07 9 0.742" 18850 49.78 90.24 90.24 10 0.525" 13335 42.74 61.50 61.50 11 0.371" 9423 38.32 48.04 48.04 12 3 6680 34.00 31.84 31.84 13 4 4699 29.28 23.55 23.55 14 6 3327 25.65 18.08 18.08 15 8 2362 22.57 14.32 14.32 16 10 1651 20.19 11.53 11.53 17 14 1168 18.16 9.20 9.20 18 20 833 16.79 7.80 7.80 19 28 589 15.65 6.65 6.65 20 35 417 14.66 5.74 5.74 21 48 295 13.79 5.06 5.06 22 65 208 12.84 4.43 4.43 23 100 147 12.01 3.96 3.96 24 150 104 11.12 3.50 3.50 25 200 74 10.28 3.10 3.10 19.00 Diameter, ft 24.00 Lenght, ft 76.00 Speed, % Critical 38.00 Charge Level, % 38.00 Balls Filling, % % Solids 64.12 72.00 % Solids (slurry)
m3/hr 2009 5.395 App. Density, ton/m3 4631 Gross kW
7.79 kWh/ton
Current Min/Max Remarks SAG Power, kW 10093 11500 OK Pebbles, ton/hr 371 400 OK BM Power, kW 4631 3730 KO Product Size, P80 270.0 185 KO Pump Capacity, P*Q 27155 30000 OK Total Water, m3 /hr 1759 2000 OK PROCESS RESTRICTIONS