/
Particle Size Increasing in Particle Size Increasing in

Particle Size Increasing in - PowerPoint Presentation

laxreffa
laxreffa . @laxreffa
Follow
342 views
Uploaded On 2020-07-02

Particle Size Increasing in - PPT Presentation

Crush Leach Operations Manuel Aragón Jose Luis Alvis Contents Objectives Show the whole process for increasing the particle size in Pad 4B to improve the permeability and receive more ID: 793203

fines pad permeability size pad fines size permeability decrepitation agglomeration 200 fraction recovery particle ore clays cycle leach coarse

Share:

Link:

Embed:

Download Presentation from below link

Download The PPT/PDF document "Particle Size Increasing in" is the property of its rightful owner. Permission is granted to download and print the materials on this web site for personal, non-commercial use only, and to display it on your personal computer provided you do not modify the materials and that you retain all copyright notices contained in the materials. By downloading content from our website, you accept the terms of this agreement.


Presentation Transcript

Slide1

Particle Size Increasing in Crush Leach Operations

Manuel Aragón

Jose Luis Alvis

Slide2

ContentsObjectives Show the whole process for increasing the particle size in Pad 4B to improve the permeability and receive more total Clays and Swelling Clays in the ore delivered to Hydro.Review all the test developed at Lab and Industrial scale that supported this change.Antecedents in Pad 4B (Clays content, Impacts on Production)Options to deal with ClaysAspects

to be evaluated for size

increasing

(recovery, agglomeration and permeability tests, following up Decrepitation).

Conclusions

Slide3

Introduction – Current CV business coreCV now is a mill Operation.

Slide4

Pad 4B CRUSH LEACHHEAP LEACH PAD (High Grade ore)Area :

110

Hectares (impervious liner HDPE

)

High of

lift :

7.2

mts

Irrigation : 17,000 gpm (mixing Raff and ILS)

Recovery : 75% (3 leaching cycles).

Leaching cycle: 200 days (complete cycle)

Slide5

Antecedents in Pad 4B (1/4)Total Clays and SC (swelling clays) content increased since 2017. KPI was initially 3.5% máximum.

Slide6

Antecedents in Pad 4B (2/4)Since early 2017 plant was down several days due to no ore deliveries for Hydro

Process

(SC >3.5).

Slide7

Antecedents in Pad 4B (3/4)Into de pad were recorded tests resistivity showing perched Solutions.

Slide8

Geotechnical aspects (4/4)According to CPT data, it has been identified some areas with contractive behavior and dominated by fines so adequate controls are continuously applied, like dewatering wells, irrigation curtails, etc.

High Fines – Clays contents Low fines

Slide9

Options to deal with ClaysIncrease particle size and lose some points in Recovery.Improve blending in the Mine – Not an option for a mostly Mill Operation.Improve blending in the primary crushing stockpile - But if you only receive high fines-clay material no coarse ore to blend.Install addition drainage systems – Increase operating costs and no effective for all the pad extension. Recovery is also and issue due to PLS short circuit.

Slide10

Aspects to be evaluated for size increasingEffects on Cu recovery.Maximum top size for optimal agglomeration.Decrepitation and fines migration.Effect on Heap Permeability

Slide11

TCu Recovery at Lift 11Recoveries in Pad 4B, lift 11, averages 1.75 % less tan model at 110 days. Starting Cell 4 in lift 11 the particle size was increased from 35 to 45 % +3/8”.

Slide12

Copper RecoveryA subject in favor is the Accessibility that CV ore has. In coarse fractions (sizes ½ ", 3/8" and ¼ "), it was observed that fracturing is due to alteration of the rock, forming slabs. In addition, the accessibility to mineralogical species containing Cu and Fe is 99.7%.The inaccessible grains are very small (5 to 25 microns) embedded in quartz.

Ore

briquette

Micro-

picture

showing fractures

Slide13

Particle size distribution in Pad 4BTaking a look at the size distribution. It was observed fines fraction almost double after one cycle leaching.

Slide14

Agglomeration testsIt has been determined that Agglomeration is well driven until the particle size 8 % +3/4” (45% 3/8”) fraction.The COAA readings also confirm that at 8% +3/4” the agglomeration runs well.

Slide15

Permeability tests (1/2) Flexible wall tests (ASTM D5084).

When increasing the +3/8” form 35 to 45 percent permeability increases in almost 100 %.

Results measured in a Lab are usually less tan the observed in the pile due to more confining pressures.

The

-200 Mesh was 11 percent and the SC was 3.7 % in both cases.

35 % +3/8”

45 % +3/8”

Slide16

Permeability tests (2/2)

Additional tests indicated that increasing the +3/8 “ fraction in 10% also allows and confirms that it is possible to increase the SC content until 4.5 %

Permeability is affected at different fines content (-200 Mesh).

Slide17

Decrepitation (1 /2)

It was observed in Pad 4B that decrepitation was almost was 100 % in the fines fraction (-100 and 200 M).

17

sampled point in pad determined that fines content variance, -#200 M for instance, its value doubled.

Slide18

Decrepitation (2/2)

After the mineral got coarsed from 30 to 40-45 % in the fraction +3/8”, the decrepitation decreases to almost 50 %.

The main

decrepitating occurs between the agglomeration and the stacking process, due mainly for the acid addition and transportation.

Through the leach cycle, significant changes are not seen.

Slide19

Effects particle size increasing , ratio coarse/fines and claysIncreasing granulometry has allowed improving the ratio coarse / fine and being able to treat a slight increase in clay in Hydro Process.

SIZE DISTRIBUTION (%)

Ratio : Coarse/Fines

TOTAL CLAYS

Year

+3/4"

+3/8"

-#100

-#200

+3/8"/-#100

+3/8"/-#200

%

2016

1.33

33.29

9.87

5.01

2.69

3.42

5.01

2017

3.78

39.59

8.56

5.14

3.52

4.62

5.14

2018

6.14

42.42

7.96

6.79

4.11

5.38

6.79

2019*

5.20

42.01

8.23

6.21

4.01

5.12

6.21

* June 2019

Slide20

Conclusions (1/2)It is possible to reach good agglomeration quality at 8% +3/4.TCu Recovery is affected @ 3 % after the first leach cycle.Permeability increases notably when the +3/8” fractions goes from 30 to 40-45% +3/8”.

Even at 5 % as S-Clay the permeability keeps the same when the coarse fraction is increased (3/4” and 3/8”).

At 30 % +3/8” decrepitation almost double the fines fraction after the first leach cycle.

Slide21

Conclusions (2/2)When the coarser fractions are increased at 8% +3/4”, or 45 % the +3/8” fraction, decrepitation in the -200 M increases at average 50 %.Decrepitation mostly occurs after the agglomeration and when the ore is stacked in the heap.Finally, it is being observed that

TCu

recovery at 110 days in Lift 11, is 1.75 % less tan the model, and the trend indicates that it will be getting closer at the end of the first Leach Cycle.

Actions to perform in the first Lifts (Vertical Wells, Vertical Gravel drains, etc).

Slide22

Ladies and gentlemen Thank you very much for your attention