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KONKOLA COPPER MINES plc
TAILINGS LEACH PLANT
REPORT ON THE OPERATIONS OF LEACHING, WASHING AND SOLVENT
EXTRACTION SECTIONS
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Contents
Contents ……………………………………………………………………………………………………………………………..…1
Nomenclature…………………………………………………………………………………………………………………....…..2
List of figures……………………………………………………………………………………………………………………..……2
1.0 Introduction……………………………………………………………………………………………………………………...3
2.0 Leaching section plant operations………………………………………………………………………………..……3
2.1 Pre-Leach Thickeners………………………………………………………………………………………….…4
2.2 Kamana Water Reticulation Pump Station……………………………………………………….……5
2.3 Pre-Leach Agitators…………………………………………………………………………………………….…6
2.4 Leach Pachucas……………………………………………………………………………………………..………6
3.0 Washing section plant operations………………………………………………….……………………………..……9
3.1 CCD Thickeners………………………………………………………………………………………………..……9
3.2 Old Reagent Plant…………………………………………………………………………………………………10
4.0 Solvent Extraction plant operations…………………………………………………………………..………………12
4.1 Solvent Extraction Streams……………………………………………………………………………………13
4.2 Column Flotation Cells and Natco Filters……………………………………………….………………14
5.0 Observations and Recommendations…………………………………………………………………………………16
6.0 Conclusion……………………………………………………………………………………………………………………….…16
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Nomenclature
CCD: Counter Current Decantation
CPLT: Current Pre-Leach Thickener
gpl: Grams per liter
HPLS: High Pregnant Liquor Solution
LPLS: Low Pregnant Liquor Solution
MV: Mixing Vessel
O/A: Organic to Aqueous ratio
O/F: Overflow
PD: Phase Disengagement
RPLT: Reclaim Pre-Leach Thickener
SX: Solvent Extraction
TD: Tailings Dam
U/F: Underflow
List of Figures
Figure 1: Leaching section process flow sheet……………………………………….8
Figure 2: Washing section process flow sheet……………………………………….11
Figure 3: Solvent extraction section process flow sheet……………………………..15
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1.0 INTRODUCTION
The ore mined at Nchanga underground and open pits contain copper in form of sulphides
and oxides. The sulphides are recovered by the flotation concentration process in form of
concentrates which are treated via pyro metallurgy route to produce copper cathodes. The
copper in oxide form report to the tailings which are supposed to be discarded but since they
contain the oxide copper minerals in recoverable quantities, a different route to recover this
copper in oxide form becomes necessary. The Tailings Leach Plant was established for this
purpose to treat oxide copper minerals present in the tailings via a hydrometallurgy route.
This is achieved by dissolving the oxide copper in the tailings using concentrated sulphuric
acid, separating the dissolved copper in solution from the barren solids and then purifying
and concentrating the solution by using the solvent extraction process and finally recovering
the copper in solution by electro winning to produce copper cathodes as the final product.
The Tailings Leach Plant treat tailings from the Nchanga concentrators (Old East Mill, New
West Mill and New East Mill) and old tailings damps (Currently TD3). The old tailings
damps contain recoverable acid soluble copper which were damped at the time when the
processing of low grade tailings was not feasible at Nchanga.
The plant is comprised of seven sections; Leaching, Washing, Muntimpa tailings pump
station /Post leach agitator area, Lime plant, Dams, Solvent Extraction and Tank Houses.
This report details the operations in the leaching, washing and solvent extraction sections.
2.0 LEACHING SECTION
This is the section which receives feed for treatment at the Tailings Leach plant and the
whole copper recovery process starts here. The leaching section is comprised of the Current
Pre-Leach Thickener (CPLT), Reclaim Pre-Leach Thickener (RPLT), Kamana Water
Reticulation Pump Station, Pre-Leach Agitators and Leach Pachucas. The main purpose of
this section is to dissolve out the acid soluble copper present in the feed (Tailings) by using
concentrated sulphuric acid.
Tailings from the Nchanga concentrators (current tails) and those from reclamation dams
(reclaim tails) are fed in the two thickeners i.e CPLT and RPLT with the addition of
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flocculants which help in the settling of fine solid particles. The design was that reclaim tails
be fed to RPLT and current tails to CPLT but currently the two types of tails are blended for
better settling rates (reclaim tailings are relatively courser than the current tailings). Current
tails are delivered via four lines i.e south, center, north and new east mill tails lines while
reclaim tails come through three lines i.e line 1, 2 and 3. The three reclaim tails lines are run
two at a time while reserving one line on standby.
Before leaching, the water in the tailings is reduced by use of conventional thickeners to
produce underflow slurry with less water and overflow water recycled for plant use.
2.1 Pre-Leach Thickeners
There are two pre-leach thickeners, RPLT and CPLT. RPLT was designed to treat reclaim
tails from old tailings dams while CPLT was designed to treat current tails from the Nchanga
concentrators but currently the tailings are blended i.e. reclaim and current tails are treated
together both at RPLT and CPLT. And in cases where CPLT is down some tails are diverted
to RPLT and vice versa while others are shut down so that the operating thickener is not over
burdened. The two thickeners are each equipped with three underflow pumps. Two pumps
are run at any one time at RPLT while one is run at any one time at CPLT. The rest of the
pumps are on standby.
The pre-leach thickeners serve the purpose of reducing the water content in feed before
leaching takes place to minimize the consumption of acid and also minimize the amount of
raffinate generated and reduce the amount of raffinate for bleeding.
The tails fed to the two thickeners come at densities in the range 1100 – 1300 kg/m3
(14 –
36% solids) and after removing water the underflow densities are increased to the range 1550
– 1650 Kg/M3
(56 – 62% solids).
During the thickening process two products are obtained overflow water and underflow
slurry. Overflow water is recycled for plant use. RPLT overflow water is mainly used for
tailings reclamation at TD3 and CPLT used mainly for hosing, gland water for slurry pumps
and muntimpa line flushing.
 Important Parameters to Monitor and Control on the Thickeners
 Torque: the thickener rake torque measure the resistance of the rakes to
rotation. A high torque means high resistance to rotation and a torque in
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excess of 45 percent stops the rakes. When the rakes stop it means going
down on the thickener, hosing out all the solids and then start over which is
costly, time consuming and a loss on production. Therefore, the rake torque is
always monitored so that it does not exceed 10 percent.
 Underflow density: underflow densities must be maintained between 1550
and 1650 Kg/M3
which is the desired normal operating density required for
cost optimum water removal. This is monitored by way of controlling the
underflow pulling rates. If the density falls below 1550 Kg/M3
the pulling rate
is reduced to build up the densities and vice versa if the densities go beyond
1650 Kg/M3
.
 Flocculent dosage: flocculation affects the settling rate of finer particles in
the thickener and hence the overflow clarity. It is desired that a clear overflow
is obtained at all times. Dosing the right amount is very important. Under
flocculation for example is very dangerous as it can cause a shooting torque
(sudden rise in torque) and stop the thickener rakes from running at once.
 MV Density: the mixing vessel densities must be maintained in the range
1150 - 1250 Kg/M3
to prevent hindered settling at the feed well and obtain
good settling rates and hence clear overflow water and normal rake torque.
This is achieved by adding dilution water in the mixing vessel.
2.2 Kamana Water Reticulation Pump Station
Kamana water reticulation pump station is there to supply water for use in the plant for
hosing, gland water, muntimpa line flushing and dilutions where required. The source of
water is either CPLT overflow launder or reservoir 150’ (Note: Water is drawn from reservoir
150’ only if the launder level at CPLT is very low or CPLT is down).
The pump station is equipped with six pumps, three to supply high pressure and the other
three to supply low pressure water. Pumps 277/231, 235 and 234 supply high pressure and
pumps 277/232, 229 and 228 low pressure water. High pressure pumps supply water in the
plant for hosing and dilutions while low pressure pumps supply water to gland water pump
station for use with slurry pumps at CPLT, RPLT, CCDs and Muntipa pumps. It is important
to keep overflow water as clear as possible to prevent the supply of dirty water which has
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negative effects on plant operations. If the overflow clarity at CPLT becomes very bad, a
bloke valve is closed to stop water in the launder from going to kamana. And in that case a
bloke valve is opened in kamana to start drawing water from reservoir 150’. During this time
transfer of water to RPLT using pumps 273/198 and 199 are also stopped until the conditions
are normalized.
2.3 Pre-Leach Agitators
There are two pre-leach agitators north and south which act as feed buffer before RPLT and
CPLT underflow are fed to the leach pachucas. At the agitators are seven slurry pumps 102,
103, 105, 135, 136, 137 and 138 which feed material into leach Pachucas. Pumps 103, 105
and 135feed A-bank, 102, 136 and 138feed B-bank and C-bank is fed by pumps102 and 137.
The pumps run one at a time to each bank allowing at least one pump on standby in case the
running pump fails.
2.4 Leach Pachucas
A Pachuca is an air agitated cylindrical leaching vessel with a conical bottom. Air is injected
at the bottom of the vessel for agitation and then slurry, acid and raffinate are fed on top.
Raffinate is added to break the densities coming from the pre-leach thickeners for easy
operations of pachucas and CCDs (see discussion on lowering densities. There are four banks
of pachucas A, B, C and D. These banks have four pachucas each except for D bank which
has three. Banks A, B and C has two receiving and two discharging pachucas labeled 1 – 4 i.e
1A – 4A, 1B – 4B and 1C – 4C. 1 and 2 are receiving pachucas while 3 and 4 are discharging
pachucas. Currently only A, B and C banks are operational D bank is under rehabilitation.
For A and B banks, 3A discharges to CCD2 while 4A discharges to CCD3. The design was
that all the two can discharge to either CCD2 or CCD3 but some lines have been spaded. So
when discharging to CCD2 (normal operation) and running on 4 pachucas the configuration
is 1-2-4-3 out. The configuration will depend on the pachucas available and the receiving
thickener at the CCDs. Bank C operates normally both 3C and 4C can discharge to either
CCD2 or CCD3.
 Important Parameters to Control
The parameters controlled at leach pachucas are pH, agitation air pressure, residence
time and Pachuca density.
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 pH: This affects the leaching efficiency. High pH above the set point will lower
the leach efficiency and low pH below the set point will increase free acid tenor in
the PLS at CCDs and hence lower extraction efficiency at solvent extraction plant
and also a waste of acid and an increase in the cost but with no significant change
on the leach efficiency. The pH set point is 1.8 – 2.2.
 Agitation air pressure: This will lower the leach efficiency if lower than is
required as there will be poor mixing and contact between acid and copper
minerals in the feed. It is therefore important that there is good agitation in the
pachucas at all times. Poor agitation also cause blockage of interconnection lines.
The minimum agitation pressure is 3 bars.
 Pachuca density: When Pachuca densities are higher than 1250 Kg/M3
settling is
affected at the receiving CCD thickener causing increased total suspended solids
in PLS which is undesirable and result in more crud generation in solvent
extraction streams. Therefore the Pachuca densities are maintained in the ranges
1150 – 1250 Kg/M3
and this is achieved through the addition of raffinate at the
pachucas.
 Residence Time: A low residence time will result in low leach efficiency and
vice versa. Residence time is controlled by adjusting the flows to a receiving
Pachuca i.e raffinate and slurry flow. The residence time is set at 30 minutes for
each Pachuca making two hours per bank when running on four pachucas. Also
the number of pachucas available per bank will affect the residence time. It is
always desired to run on four pachucas to have good residence time and hence
favorable leach efficiency.
Leach efficiency is very important in this section as it the overall objective at the end
of the day to achieve. The projected leach efficiency is currently at 87%. Figure 1
below shows the process flow sheet of the leaching section.
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Figure 1: Leaching Section Process FlowSheet
CPLT
RPLT
Reclaim Tails
Current Tails
To Tailings
Reclaimation
O/F
U/F
U/F
Other Plant Use
O/F
To Kamana
N/ S Pre-
Leach
Agitators
TO CCD2/CCD3
Agitation Air
From Compressor
Acid + Raffinate +
Effluent
B -
Bank
A -
Bank
C -
Bank
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3.0 WASHING SECTION
The washing section receives feed from the three banks of pachucas (A, B and C banks) to
separate the leached copper in solution from the solids. There are five thickeners in this
section named CCD1-CCD5.The thickeners are arranged in a way that overflow and
underflow flow in opposite direction or counter current hence the name Counter-Current
Decantation (CCD). CCD2 is the receiving thickener while CCD1 is a clarifier to CCD2
overflow and CCD3-CCD5 are wash thickeners. CCD3 overflow is clarified using the
clarifier at solvent extraction section.
The objective of the washing section is to recover solution copper in the thickener overflow
and minimal solution copper loss in CCD5 underflow so that the target wash efficiency of
92% is achieved. Also PLS free acid has to be controlled between 2-3 grams per liter in order
not to affect extraction efficiency at solvent extraction plant.
This section is only comprised of the CCD thickeners and old reagent preparation plant.
3.1 CCD Thickeners
As earlier mentioned, there are five CCD thickeners in operation and each is equipped with
three underflow pumps except for CCD1 which has two. Underflow pumps run two at a time
and keeping one on standby. The underflow pumps discharge into two independent lines.
CCD2 is the receiving thickener during normal operations and CCD1 is the clarifier to CCD2
overflow. The three discharge lines from the leach pachucas are discharged into CCD2 MV
by gravity. CCD2 overflow is pumped to CCD1 using pumps 147, 148 and 149 located at
blue tank behind CCD3 for clarification before sent for solvent extraction as HPLS.CCD2
underflow is pumped as feed to CCD3. Overflow from CCD3 gravitates to clarifier at SX as
LPLS and the underflow is pumped to CCD4 for washing out of the solution copper in
underflow. CCD4 overflow gravitates to CCD3 and the underflow is pumped to CCD5 for a
final wash. Washing is achieved by the addition raffinate to CCD5.Overflow from CCD5
gravitates to CCD4 and the underflow is pumped to Muntimpa for neutralization and
disposal.
The wash liquor (raffinate) addition to CCD5 has to be continuous and is very important such
that if it is not available you can shut down the plant as no washing can take place resulting in
high copper losses.
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3.2 Old Reagent Plant
This is where the reagents used for flocculation in all the thickeners at TLP are prepared.
There are two types of reagents prepared, acid duty for use with CCD thickeners and non-
acid duty for use with CPLT and RPLT. The reagents being used currently are Superfloc
N100 for the acid duty thickeners and Flopam AN 923 for the non-acid duty thickeners. The
acid duty reagents are tailored to operate in an acidic environment while the non-acid duty
reagents operate in a non-acidic environment. When preparing the reagents raffinate is used
for dilution on the acid duty side and water on non-acid duty but on the acid duty if there is
no raffinate water is also used. Reagent mixing is done according to the instructions given to
the operator by the plant metallurgist who make necessary calculations depending on dosage
required in the plant.
There are six pumps at reagent plant, three for acid duty and three for non-acid duty side. On
the acid duty side pumps 163, 165 and 167 are used to transfer flocculent the CCD
thickeners. Only one pump is run at a time. On the non-acid duty side, pumps 172, 173 and
174 are used to transfer flocculent to RPLT and CPLT. During normal operations 173 and
174 are used to transfer reagent to CPLT and RPLT. 172 is used to transfer reagent from east
and west preparation tanks to northeast and northwest storage tanks but it can also be used to
transfer reagent direct to RPLT and CPLT in cases where both pumps 173 and 174 are
defective.
Refer to figure 2 for the washing section process flow sheet.
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Figure 2: Washing Section Process Flow Sheet
CCD1
CCD5
CCD4
CCD2
CCD3
PACHUCA
DISCHARGE
136A U/F
136 U/F
U/F
U/F
U/F
U/FTo Muntipa
O/F
O/F
To SX Clarifier
Blue
Tank
O/F
O/FTo HPLS Tank
Raffinate
O/F
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4.0 SOLVENT EXTRACTION SECTION
The leached solution is full of dissolved impurities and its copper tenor is very low for electro
winning therefore it has to be purified and concentrated. The solvent extraction plant serves
this purpose. The process involves contacting PLS with an organic solvent into which copper
ions from the PLS are loaded (extraction) and their after contacting the loaded organic with
spent electrolyte to strip off the copper ions from the loaded organic (stripping). Extraction
involves acid generation while stripping involves acid consumption. Therefore, extraction
requires minimal amount of acid in PLS compared to stripping stage which requires high acid
tenor in spent electrolyte. The acid tenor in spent should be between 170 – 175 grams per liter
and 2-3 grams per liter in PLS to achieve targeted extraction and stripping efficiency of 98
and 65% respectively.
Solvent extraction plant is a very critical plant as the organic used is very flammable and
toxic. Organic spills as to be prevented from going into the main drain so that no pollution
results due to organic spills.
Organic spills are washed into the SX sumps where is it recovered by use of tricanter
centrifuge machines and pumped back into the streams. Not only pollution that can be caused
by organic spills but also increased costs as it is the most expensive consumable in the SX
plant.
The plant comprises the solvent extraction streams, organic recovery columns and natco
filters, spillage ponds, new PLS ponds and the clarifier.
4.1 Solvent Extraction Streams
Concentration and purification takes place in the streams with mixer-settler arrangement. A
split circuit is used at Nchanga solvent extraction plant where two streams of PLS are fed on
each end of extraction and producing two different streams of raffinate as compared to the
conventional circuit where only one stream of PLS is fed to the extraction and producing only
one stream of raffinate. The split circuit is preferred at Nchanga SX as it increases the PLS
flows resulting in increased production.
The solvent extraction circuit at Nchanga is 3 Extract and 2 Strip meaning there are three
extraction stages and two striping stages per train and there are a total of four trains (three
trains are run at any one time while keeping the fouth on standby). The streams are Alpha,
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Bravo, Charlie and Delta. Each stream is equipped with two organic pumps running one at a
time keeping the other on standby in case the other pump running becomes defective. The
products of extraction are loaded organic and raffinate. The raffinate produced is used for
leaching and washing, the excess is neutralized and disposed off. The loaded organic is feed
to the striping circuit where the products are advance electrolyte and stripped organic.
Advance electrolyte is pumped to the column flotation cells and natco filters for recovery of
entrained organic and removal of suspended solids before pumping to the tank house for
electro winning while the stripped organic is recycled to the extraction circuit.
The mixer-settlers are arranged in the order E3, E2, E1, S1 and S2. E is for extraction and S for
stripping. Stripped organic from the organic pump is pumped to E3 together with LPLS from
clarifier. The organic flows from E3 via E2, E1 and S1 to S2 and into the organic tank and
then recycled back to E3.
HPLS is pumped to E1 and comes out from E2 as high raffinate (two stage extraction). The
LPLS pumped to E3 comes out from E3 low raffinate (single stage extraction). The organic
from E1 organic weir is called loaded organic and is feed to the stripping side where it is
contacted with spent electrolyte which is high in free acid content and loses its copper into
the electrolyte. Spent electrolyte at 35-40 gpl copper and 170-175 gpl free acid is fed to S2
mixer and come out from S1 advance weir as advance electrolyte with a copper tenor of 45 –
60 gpl and 130-150 gpl free acid tenor.
Close monitoring and control of PLS and organic flows in the streams is very important as
they affect other parameters in the plant like O/A ratios and mixer phase continuity. The
desired O/A ratios are 1.0 – 1.2 on extraction and 2.0 – 2.2 on strip. The ratios are measured
every after two hours so that if there are intolerable deviations to the set parameters necessary
changes to PLS and organic flows can be made. Mixer phase continuity is used to control
entrainments. Aqueous continuous has less aqueous entrainment in organic but more organic
entrainments in aqueous. It is therefore important to run a mixer in the correct phase
continuity to avoid these entrainments. Aqueous entrainment into stripped organic on the
stripping circuit is undesirable as it increases the acid tenor in stripped organic and lower the
extraction efficiency on extraction circuit. Therefore at Nchanga SX, the strip mixers are run
in organic continuous to avoid aqueous entrainments. E3 and E2 on the extraction circuit are
also run in organic continuous to prevent organic entrainments in raffinate. E1 is run in
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aqueous continuous in order to avoid aqueous entrainments in loaded organic and hence
impurities from extraction to strip.
The other monitored parameters are phase disengagement time (PD) which is the time taken
for the phases to separate. A high PD than required will cause entrainments and also shows
deterioration of organic due to impurities. The required PD is required 120 seconds.
4.2 Column Flotation Cells and Natco Filters
The advance electrolyte from the streams has entrained organic and suspended solids and
requires removal before electro winning has they have detrimental effects on the quality of
the cathodes. This organic and TSS removal is achieved through the use of column flotation
cells and natco filters.
There are two column flotation cells, primary and secondary operating in series. Advance
electrolyte from S2 advance weir is pumped to the primary column using column feed pumps
066 and 067. The columns are packed with polyethene bags locally known as onion bags and
coalescers which trap the entrained organic from the advance. After passing the advance
electrolyte in the columns it gravitated into the raw feed tank for storage before pumping to
the filters for removal of TSS and remaining entrained organic.
The advance electrolyte in the raw feed tank is fed to the natco filters. The filters are filled
with silica sand, garnet and anthracite which trap the organic and suspended solids. The
filters are fed with pumps 063 and 064 and after filtration the final advance electrolyte goes
to the advance electrolyte storage tank from where it is pumped to the tank house using
pumps 007 and 009for electro winning.
Figure 3 below shows the process flows in detail in the solvent extraction section.
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E3
E2
E1
S1
S2
Figure 3: Solvent Extraction Section Process Flow Sheet
Stripped
Organic Tank
Lo Raffinate
Low PLS
High PLS
South PLS
Tank
North PLS
Tank
Stripped
Organic
Loaded
Organic
Advance
Electrolyte
Clarifier
/CCD3
O/F
CCD1/C
CD2
O/F
Raw Feed Tank
Spent electrolyteSpent
Electrolyte
Tank
Spent electrolyte
from T/H
Advance electrolyte
to T/H
Advance
Electrolyte Tank
NATCO
Filters
X6
Hi Raffinate Reclaim Tails
Current Tails
To Tailings
Reclaimation
Organic
Recovery
Columns
X2
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5.0 OBSERVATIONS AND RECOMMENDATIONS
For the period I have been on the plant I have interacted with almost every employee in the
covered sections and have learnt and observed a lot of which some have a negative impact on
plant performance. Most of the things mainly are as a result of employee demotivation.
People have no motivation to work and I strongly recommend management to work out
things and see how employee motivation can be improved for better plant performance. Have
also observed the unwillingness of some employees to teach and cooperate with new
employees coming on the plant either full or part time for various programs saying it is not
their responsibility and that it is the responsibility of the training department. This is serious
as it can bring about demotivation and loss of interest to new employees and hence a failure
in learning and development.
6.0 CONCLUSION
In conclusion I would say the familiarization or rather the acquaintance program me is good
and necessary to be undertaken but should be revised and closely monitored for better
performance and utilization of new employees so that both employees especially graduates
and the company have a mutual benefit.
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Report on Leaching Washing and Solvent Extraction Sections

  • 1. KONKOLA COPPER MINES plc TAILINGS LEACH PLANT REPORT ON THE OPERATIONS OF LEACHING, WASHING AND SOLVENT EXTRACTION SECTIONS
  • 2. [Type text] Contents Contents ……………………………………………………………………………………………………………………………..…1 Nomenclature…………………………………………………………………………………………………………………....…..2 List of figures……………………………………………………………………………………………………………………..……2 1.0 Introduction……………………………………………………………………………………………………………………...3 2.0 Leaching section plant operations………………………………………………………………………………..……3 2.1 Pre-Leach Thickeners………………………………………………………………………………………….…4 2.2 Kamana Water Reticulation Pump Station……………………………………………………….……5 2.3 Pre-Leach Agitators…………………………………………………………………………………………….…6 2.4 Leach Pachucas……………………………………………………………………………………………..………6 3.0 Washing section plant operations………………………………………………….……………………………..……9 3.1 CCD Thickeners………………………………………………………………………………………………..……9 3.2 Old Reagent Plant…………………………………………………………………………………………………10 4.0 Solvent Extraction plant operations…………………………………………………………………..………………12 4.1 Solvent Extraction Streams……………………………………………………………………………………13 4.2 Column Flotation Cells and Natco Filters……………………………………………….………………14 5.0 Observations and Recommendations…………………………………………………………………………………16 6.0 Conclusion……………………………………………………………………………………………………………………….…16 [Type text]
  • 3. [Type text] Nomenclature CCD: Counter Current Decantation CPLT: Current Pre-Leach Thickener gpl: Grams per liter HPLS: High Pregnant Liquor Solution LPLS: Low Pregnant Liquor Solution MV: Mixing Vessel O/A: Organic to Aqueous ratio O/F: Overflow PD: Phase Disengagement RPLT: Reclaim Pre-Leach Thickener SX: Solvent Extraction TD: Tailings Dam U/F: Underflow List of Figures Figure 1: Leaching section process flow sheet……………………………………….8 Figure 2: Washing section process flow sheet……………………………………….11 Figure 3: Solvent extraction section process flow sheet……………………………..15 [Type text]
  • 4. [Type text] 1.0 INTRODUCTION The ore mined at Nchanga underground and open pits contain copper in form of sulphides and oxides. The sulphides are recovered by the flotation concentration process in form of concentrates which are treated via pyro metallurgy route to produce copper cathodes. The copper in oxide form report to the tailings which are supposed to be discarded but since they contain the oxide copper minerals in recoverable quantities, a different route to recover this copper in oxide form becomes necessary. The Tailings Leach Plant was established for this purpose to treat oxide copper minerals present in the tailings via a hydrometallurgy route. This is achieved by dissolving the oxide copper in the tailings using concentrated sulphuric acid, separating the dissolved copper in solution from the barren solids and then purifying and concentrating the solution by using the solvent extraction process and finally recovering the copper in solution by electro winning to produce copper cathodes as the final product. The Tailings Leach Plant treat tailings from the Nchanga concentrators (Old East Mill, New West Mill and New East Mill) and old tailings damps (Currently TD3). The old tailings damps contain recoverable acid soluble copper which were damped at the time when the processing of low grade tailings was not feasible at Nchanga. The plant is comprised of seven sections; Leaching, Washing, Muntimpa tailings pump station /Post leach agitator area, Lime plant, Dams, Solvent Extraction and Tank Houses. This report details the operations in the leaching, washing and solvent extraction sections. 2.0 LEACHING SECTION This is the section which receives feed for treatment at the Tailings Leach plant and the whole copper recovery process starts here. The leaching section is comprised of the Current Pre-Leach Thickener (CPLT), Reclaim Pre-Leach Thickener (RPLT), Kamana Water Reticulation Pump Station, Pre-Leach Agitators and Leach Pachucas. The main purpose of this section is to dissolve out the acid soluble copper present in the feed (Tailings) by using concentrated sulphuric acid. Tailings from the Nchanga concentrators (current tails) and those from reclamation dams (reclaim tails) are fed in the two thickeners i.e CPLT and RPLT with the addition of [Type text]
  • 5. [Type text] flocculants which help in the settling of fine solid particles. The design was that reclaim tails be fed to RPLT and current tails to CPLT but currently the two types of tails are blended for better settling rates (reclaim tailings are relatively courser than the current tailings). Current tails are delivered via four lines i.e south, center, north and new east mill tails lines while reclaim tails come through three lines i.e line 1, 2 and 3. The three reclaim tails lines are run two at a time while reserving one line on standby. Before leaching, the water in the tailings is reduced by use of conventional thickeners to produce underflow slurry with less water and overflow water recycled for plant use. 2.1 Pre-Leach Thickeners There are two pre-leach thickeners, RPLT and CPLT. RPLT was designed to treat reclaim tails from old tailings dams while CPLT was designed to treat current tails from the Nchanga concentrators but currently the tailings are blended i.e. reclaim and current tails are treated together both at RPLT and CPLT. And in cases where CPLT is down some tails are diverted to RPLT and vice versa while others are shut down so that the operating thickener is not over burdened. The two thickeners are each equipped with three underflow pumps. Two pumps are run at any one time at RPLT while one is run at any one time at CPLT. The rest of the pumps are on standby. The pre-leach thickeners serve the purpose of reducing the water content in feed before leaching takes place to minimize the consumption of acid and also minimize the amount of raffinate generated and reduce the amount of raffinate for bleeding. The tails fed to the two thickeners come at densities in the range 1100 – 1300 kg/m3 (14 – 36% solids) and after removing water the underflow densities are increased to the range 1550 – 1650 Kg/M3 (56 – 62% solids). During the thickening process two products are obtained overflow water and underflow slurry. Overflow water is recycled for plant use. RPLT overflow water is mainly used for tailings reclamation at TD3 and CPLT used mainly for hosing, gland water for slurry pumps and muntimpa line flushing.  Important Parameters to Monitor and Control on the Thickeners  Torque: the thickener rake torque measure the resistance of the rakes to rotation. A high torque means high resistance to rotation and a torque in [Type text]
  • 6. [Type text] excess of 45 percent stops the rakes. When the rakes stop it means going down on the thickener, hosing out all the solids and then start over which is costly, time consuming and a loss on production. Therefore, the rake torque is always monitored so that it does not exceed 10 percent.  Underflow density: underflow densities must be maintained between 1550 and 1650 Kg/M3 which is the desired normal operating density required for cost optimum water removal. This is monitored by way of controlling the underflow pulling rates. If the density falls below 1550 Kg/M3 the pulling rate is reduced to build up the densities and vice versa if the densities go beyond 1650 Kg/M3 .  Flocculent dosage: flocculation affects the settling rate of finer particles in the thickener and hence the overflow clarity. It is desired that a clear overflow is obtained at all times. Dosing the right amount is very important. Under flocculation for example is very dangerous as it can cause a shooting torque (sudden rise in torque) and stop the thickener rakes from running at once.  MV Density: the mixing vessel densities must be maintained in the range 1150 - 1250 Kg/M3 to prevent hindered settling at the feed well and obtain good settling rates and hence clear overflow water and normal rake torque. This is achieved by adding dilution water in the mixing vessel. 2.2 Kamana Water Reticulation Pump Station Kamana water reticulation pump station is there to supply water for use in the plant for hosing, gland water, muntimpa line flushing and dilutions where required. The source of water is either CPLT overflow launder or reservoir 150’ (Note: Water is drawn from reservoir 150’ only if the launder level at CPLT is very low or CPLT is down). The pump station is equipped with six pumps, three to supply high pressure and the other three to supply low pressure water. Pumps 277/231, 235 and 234 supply high pressure and pumps 277/232, 229 and 228 low pressure water. High pressure pumps supply water in the plant for hosing and dilutions while low pressure pumps supply water to gland water pump station for use with slurry pumps at CPLT, RPLT, CCDs and Muntipa pumps. It is important to keep overflow water as clear as possible to prevent the supply of dirty water which has [Type text]
  • 7. [Type text] negative effects on plant operations. If the overflow clarity at CPLT becomes very bad, a bloke valve is closed to stop water in the launder from going to kamana. And in that case a bloke valve is opened in kamana to start drawing water from reservoir 150’. During this time transfer of water to RPLT using pumps 273/198 and 199 are also stopped until the conditions are normalized. 2.3 Pre-Leach Agitators There are two pre-leach agitators north and south which act as feed buffer before RPLT and CPLT underflow are fed to the leach pachucas. At the agitators are seven slurry pumps 102, 103, 105, 135, 136, 137 and 138 which feed material into leach Pachucas. Pumps 103, 105 and 135feed A-bank, 102, 136 and 138feed B-bank and C-bank is fed by pumps102 and 137. The pumps run one at a time to each bank allowing at least one pump on standby in case the running pump fails. 2.4 Leach Pachucas A Pachuca is an air agitated cylindrical leaching vessel with a conical bottom. Air is injected at the bottom of the vessel for agitation and then slurry, acid and raffinate are fed on top. Raffinate is added to break the densities coming from the pre-leach thickeners for easy operations of pachucas and CCDs (see discussion on lowering densities. There are four banks of pachucas A, B, C and D. These banks have four pachucas each except for D bank which has three. Banks A, B and C has two receiving and two discharging pachucas labeled 1 – 4 i.e 1A – 4A, 1B – 4B and 1C – 4C. 1 and 2 are receiving pachucas while 3 and 4 are discharging pachucas. Currently only A, B and C banks are operational D bank is under rehabilitation. For A and B banks, 3A discharges to CCD2 while 4A discharges to CCD3. The design was that all the two can discharge to either CCD2 or CCD3 but some lines have been spaded. So when discharging to CCD2 (normal operation) and running on 4 pachucas the configuration is 1-2-4-3 out. The configuration will depend on the pachucas available and the receiving thickener at the CCDs. Bank C operates normally both 3C and 4C can discharge to either CCD2 or CCD3.  Important Parameters to Control The parameters controlled at leach pachucas are pH, agitation air pressure, residence time and Pachuca density. [Type text]
  • 8. [Type text]  pH: This affects the leaching efficiency. High pH above the set point will lower the leach efficiency and low pH below the set point will increase free acid tenor in the PLS at CCDs and hence lower extraction efficiency at solvent extraction plant and also a waste of acid and an increase in the cost but with no significant change on the leach efficiency. The pH set point is 1.8 – 2.2.  Agitation air pressure: This will lower the leach efficiency if lower than is required as there will be poor mixing and contact between acid and copper minerals in the feed. It is therefore important that there is good agitation in the pachucas at all times. Poor agitation also cause blockage of interconnection lines. The minimum agitation pressure is 3 bars.  Pachuca density: When Pachuca densities are higher than 1250 Kg/M3 settling is affected at the receiving CCD thickener causing increased total suspended solids in PLS which is undesirable and result in more crud generation in solvent extraction streams. Therefore the Pachuca densities are maintained in the ranges 1150 – 1250 Kg/M3 and this is achieved through the addition of raffinate at the pachucas.  Residence Time: A low residence time will result in low leach efficiency and vice versa. Residence time is controlled by adjusting the flows to a receiving Pachuca i.e raffinate and slurry flow. The residence time is set at 30 minutes for each Pachuca making two hours per bank when running on four pachucas. Also the number of pachucas available per bank will affect the residence time. It is always desired to run on four pachucas to have good residence time and hence favorable leach efficiency. Leach efficiency is very important in this section as it the overall objective at the end of the day to achieve. The projected leach efficiency is currently at 87%. Figure 1 below shows the process flow sheet of the leaching section. [Type text]
  • 9. [Type text] Figure 1: Leaching Section Process FlowSheet CPLT RPLT Reclaim Tails Current Tails To Tailings Reclaimation O/F U/F U/F Other Plant Use O/F To Kamana N/ S Pre- Leach Agitators TO CCD2/CCD3 Agitation Air From Compressor Acid + Raffinate + Effluent B - Bank A - Bank C - Bank [Type text]
  • 10. [Type text] 3.0 WASHING SECTION The washing section receives feed from the three banks of pachucas (A, B and C banks) to separate the leached copper in solution from the solids. There are five thickeners in this section named CCD1-CCD5.The thickeners are arranged in a way that overflow and underflow flow in opposite direction or counter current hence the name Counter-Current Decantation (CCD). CCD2 is the receiving thickener while CCD1 is a clarifier to CCD2 overflow and CCD3-CCD5 are wash thickeners. CCD3 overflow is clarified using the clarifier at solvent extraction section. The objective of the washing section is to recover solution copper in the thickener overflow and minimal solution copper loss in CCD5 underflow so that the target wash efficiency of 92% is achieved. Also PLS free acid has to be controlled between 2-3 grams per liter in order not to affect extraction efficiency at solvent extraction plant. This section is only comprised of the CCD thickeners and old reagent preparation plant. 3.1 CCD Thickeners As earlier mentioned, there are five CCD thickeners in operation and each is equipped with three underflow pumps except for CCD1 which has two. Underflow pumps run two at a time and keeping one on standby. The underflow pumps discharge into two independent lines. CCD2 is the receiving thickener during normal operations and CCD1 is the clarifier to CCD2 overflow. The three discharge lines from the leach pachucas are discharged into CCD2 MV by gravity. CCD2 overflow is pumped to CCD1 using pumps 147, 148 and 149 located at blue tank behind CCD3 for clarification before sent for solvent extraction as HPLS.CCD2 underflow is pumped as feed to CCD3. Overflow from CCD3 gravitates to clarifier at SX as LPLS and the underflow is pumped to CCD4 for washing out of the solution copper in underflow. CCD4 overflow gravitates to CCD3 and the underflow is pumped to CCD5 for a final wash. Washing is achieved by the addition raffinate to CCD5.Overflow from CCD5 gravitates to CCD4 and the underflow is pumped to Muntimpa for neutralization and disposal. The wash liquor (raffinate) addition to CCD5 has to be continuous and is very important such that if it is not available you can shut down the plant as no washing can take place resulting in high copper losses. [Type text]
  • 11. [Type text] 3.2 Old Reagent Plant This is where the reagents used for flocculation in all the thickeners at TLP are prepared. There are two types of reagents prepared, acid duty for use with CCD thickeners and non- acid duty for use with CPLT and RPLT. The reagents being used currently are Superfloc N100 for the acid duty thickeners and Flopam AN 923 for the non-acid duty thickeners. The acid duty reagents are tailored to operate in an acidic environment while the non-acid duty reagents operate in a non-acidic environment. When preparing the reagents raffinate is used for dilution on the acid duty side and water on non-acid duty but on the acid duty if there is no raffinate water is also used. Reagent mixing is done according to the instructions given to the operator by the plant metallurgist who make necessary calculations depending on dosage required in the plant. There are six pumps at reagent plant, three for acid duty and three for non-acid duty side. On the acid duty side pumps 163, 165 and 167 are used to transfer flocculent the CCD thickeners. Only one pump is run at a time. On the non-acid duty side, pumps 172, 173 and 174 are used to transfer flocculent to RPLT and CPLT. During normal operations 173 and 174 are used to transfer reagent to CPLT and RPLT. 172 is used to transfer reagent from east and west preparation tanks to northeast and northwest storage tanks but it can also be used to transfer reagent direct to RPLT and CPLT in cases where both pumps 173 and 174 are defective. Refer to figure 2 for the washing section process flow sheet. [Type text]
  • 12. [Type text] Figure 2: Washing Section Process Flow Sheet CCD1 CCD5 CCD4 CCD2 CCD3 PACHUCA DISCHARGE 136A U/F 136 U/F U/F U/F U/F U/FTo Muntipa O/F O/F To SX Clarifier Blue Tank O/F O/FTo HPLS Tank Raffinate O/F [Type text]
  • 13. [Type text] 4.0 SOLVENT EXTRACTION SECTION The leached solution is full of dissolved impurities and its copper tenor is very low for electro winning therefore it has to be purified and concentrated. The solvent extraction plant serves this purpose. The process involves contacting PLS with an organic solvent into which copper ions from the PLS are loaded (extraction) and their after contacting the loaded organic with spent electrolyte to strip off the copper ions from the loaded organic (stripping). Extraction involves acid generation while stripping involves acid consumption. Therefore, extraction requires minimal amount of acid in PLS compared to stripping stage which requires high acid tenor in spent electrolyte. The acid tenor in spent should be between 170 – 175 grams per liter and 2-3 grams per liter in PLS to achieve targeted extraction and stripping efficiency of 98 and 65% respectively. Solvent extraction plant is a very critical plant as the organic used is very flammable and toxic. Organic spills as to be prevented from going into the main drain so that no pollution results due to organic spills. Organic spills are washed into the SX sumps where is it recovered by use of tricanter centrifuge machines and pumped back into the streams. Not only pollution that can be caused by organic spills but also increased costs as it is the most expensive consumable in the SX plant. The plant comprises the solvent extraction streams, organic recovery columns and natco filters, spillage ponds, new PLS ponds and the clarifier. 4.1 Solvent Extraction Streams Concentration and purification takes place in the streams with mixer-settler arrangement. A split circuit is used at Nchanga solvent extraction plant where two streams of PLS are fed on each end of extraction and producing two different streams of raffinate as compared to the conventional circuit where only one stream of PLS is fed to the extraction and producing only one stream of raffinate. The split circuit is preferred at Nchanga SX as it increases the PLS flows resulting in increased production. The solvent extraction circuit at Nchanga is 3 Extract and 2 Strip meaning there are three extraction stages and two striping stages per train and there are a total of four trains (three trains are run at any one time while keeping the fouth on standby). The streams are Alpha, [Type text]
  • 14. [Type text] Bravo, Charlie and Delta. Each stream is equipped with two organic pumps running one at a time keeping the other on standby in case the other pump running becomes defective. The products of extraction are loaded organic and raffinate. The raffinate produced is used for leaching and washing, the excess is neutralized and disposed off. The loaded organic is feed to the striping circuit where the products are advance electrolyte and stripped organic. Advance electrolyte is pumped to the column flotation cells and natco filters for recovery of entrained organic and removal of suspended solids before pumping to the tank house for electro winning while the stripped organic is recycled to the extraction circuit. The mixer-settlers are arranged in the order E3, E2, E1, S1 and S2. E is for extraction and S for stripping. Stripped organic from the organic pump is pumped to E3 together with LPLS from clarifier. The organic flows from E3 via E2, E1 and S1 to S2 and into the organic tank and then recycled back to E3. HPLS is pumped to E1 and comes out from E2 as high raffinate (two stage extraction). The LPLS pumped to E3 comes out from E3 low raffinate (single stage extraction). The organic from E1 organic weir is called loaded organic and is feed to the stripping side where it is contacted with spent electrolyte which is high in free acid content and loses its copper into the electrolyte. Spent electrolyte at 35-40 gpl copper and 170-175 gpl free acid is fed to S2 mixer and come out from S1 advance weir as advance electrolyte with a copper tenor of 45 – 60 gpl and 130-150 gpl free acid tenor. Close monitoring and control of PLS and organic flows in the streams is very important as they affect other parameters in the plant like O/A ratios and mixer phase continuity. The desired O/A ratios are 1.0 – 1.2 on extraction and 2.0 – 2.2 on strip. The ratios are measured every after two hours so that if there are intolerable deviations to the set parameters necessary changes to PLS and organic flows can be made. Mixer phase continuity is used to control entrainments. Aqueous continuous has less aqueous entrainment in organic but more organic entrainments in aqueous. It is therefore important to run a mixer in the correct phase continuity to avoid these entrainments. Aqueous entrainment into stripped organic on the stripping circuit is undesirable as it increases the acid tenor in stripped organic and lower the extraction efficiency on extraction circuit. Therefore at Nchanga SX, the strip mixers are run in organic continuous to avoid aqueous entrainments. E3 and E2 on the extraction circuit are also run in organic continuous to prevent organic entrainments in raffinate. E1 is run in [Type text]
  • 15. [Type text] aqueous continuous in order to avoid aqueous entrainments in loaded organic and hence impurities from extraction to strip. The other monitored parameters are phase disengagement time (PD) which is the time taken for the phases to separate. A high PD than required will cause entrainments and also shows deterioration of organic due to impurities. The required PD is required 120 seconds. 4.2 Column Flotation Cells and Natco Filters The advance electrolyte from the streams has entrained organic and suspended solids and requires removal before electro winning has they have detrimental effects on the quality of the cathodes. This organic and TSS removal is achieved through the use of column flotation cells and natco filters. There are two column flotation cells, primary and secondary operating in series. Advance electrolyte from S2 advance weir is pumped to the primary column using column feed pumps 066 and 067. The columns are packed with polyethene bags locally known as onion bags and coalescers which trap the entrained organic from the advance. After passing the advance electrolyte in the columns it gravitated into the raw feed tank for storage before pumping to the filters for removal of TSS and remaining entrained organic. The advance electrolyte in the raw feed tank is fed to the natco filters. The filters are filled with silica sand, garnet and anthracite which trap the organic and suspended solids. The filters are fed with pumps 063 and 064 and after filtration the final advance electrolyte goes to the advance electrolyte storage tank from where it is pumped to the tank house using pumps 007 and 009for electro winning. Figure 3 below shows the process flows in detail in the solvent extraction section. [Type text]
  • 16. [Type text] E3 E2 E1 S1 S2 Figure 3: Solvent Extraction Section Process Flow Sheet Stripped Organic Tank Lo Raffinate Low PLS High PLS South PLS Tank North PLS Tank Stripped Organic Loaded Organic Advance Electrolyte Clarifier /CCD3 O/F CCD1/C CD2 O/F Raw Feed Tank Spent electrolyteSpent Electrolyte Tank Spent electrolyte from T/H Advance electrolyte to T/H Advance Electrolyte Tank NATCO Filters X6 Hi Raffinate Reclaim Tails Current Tails To Tailings Reclaimation Organic Recovery Columns X2 [Type text]
  • 17. [Type text] 5.0 OBSERVATIONS AND RECOMMENDATIONS For the period I have been on the plant I have interacted with almost every employee in the covered sections and have learnt and observed a lot of which some have a negative impact on plant performance. Most of the things mainly are as a result of employee demotivation. People have no motivation to work and I strongly recommend management to work out things and see how employee motivation can be improved for better plant performance. Have also observed the unwillingness of some employees to teach and cooperate with new employees coming on the plant either full or part time for various programs saying it is not their responsibility and that it is the responsibility of the training department. This is serious as it can bring about demotivation and loss of interest to new employees and hence a failure in learning and development. 6.0 CONCLUSION In conclusion I would say the familiarization or rather the acquaintance program me is good and necessary to be undertaken but should be revised and closely monitored for better performance and utilization of new employees so that both employees especially graduates and the company have a mutual benefit. [Type text]