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13/2/08 Fundamental Analysis of Development Cycles at Xstrata NSW Mines ACARP Roadway Development Operator Workshops March 2008

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Page 1: 13/2/08 Fundamental Analysis of Development Cycles at Xstrata NSW Mines ACARP Roadway Development Operator Workshops March 2008

13/2/08

Fundamental Analysis of Development Cycles at

Xstrata NSW Mines

ACARP Roadway Development Operator Workshops

March 2008

Page 2: 13/2/08 Fundamental Analysis of Development Cycles at Xstrata NSW Mines ACARP Roadway Development Operator Workshops March 2008

2

Introduction

Set out to benchmark the development rates across all XCN operations

It was known that support density had an effect, and initially this was judged to be the major determinant on rates

We were seeking to quantify the effect of support, and to find best practices across the group

Page 3: 13/2/08 Fundamental Analysis of Development Cycles at Xstrata NSW Mines ACARP Roadway Development Operator Workshops March 2008

3

Methodology

Collection of data at each mine • pillar geometry including boot position and lengths of overdrives• support density and associated times • process adopted - interaction of all equipment and functions• equipment type and associated times• crew sizes• electronic reporting on ABMs used at two mines• limited to two heading development

Data analysis• compilation of spreadsheet to simulate processes• inclusion of means of standardisation of support and equipment

for comparison of process steps

Page 4: 13/2/08 Fundamental Analysis of Development Cycles at Xstrata NSW Mines ACARP Roadway Development Operator Workshops March 2008

4

Spreadsheet

Logic built in to simulate • functions that had to wait for other functions to complete • parallel performance of functions• increasing length of wheeling time as pillar progressed• change of shunt and wait positions where applicable• support rules

Complexity increased from • Miner-bolter with one car (bolting and wheeling in parallel)

to• Bolter-miner with two cars (cutting, bolting and two cars

independently wheeling in parallel)

No allowance for delays – ideal process considered Set up in increments of 16m of roadway

Page 5: 13/2/08 Fundamental Analysis of Development Cycles at Xstrata NSW Mines ACARP Roadway Development Operator Workshops March 2008

5

Standard Cycles

0

1

2

3

4

5

6

7

8

9

10

Belt

Rd

from

16m

to 3

2m

Belt

Rd

from

32m

to 4

8m

Belt

Rd

from

48m

to 6

4m

Belt

Rd

from

64m

to 8

0m

Belt

Rd

from

80m

to 9

6m

Belt

Rd

from

96m

to 1

04m

Belt

Rd

from

104

m to

120

m

Belt

Rd

from

120

m to

136

m

Belt

Rd

from

136

m to

152

m

Belt

Rd

from

152

m to

168

m

Cut

hrou

gh fr

om 0

m to

16m

Cut

hrou

gh fr

om 1

6m to

32m

Cut

hrou

gh fr

om 3

2m to

48m

Trav

el R

d fro

m 1

6m to

32m

Trav

el R

d fro

m 3

2m to

48m

Trav

el R

d fro

m 4

8m to

64m

Trav

el R

d fro

m 6

4m to

80

m

Trav

el R

d fro

m 8

0m to

96

m

Trav

el R

d fro

m 9

6m to

104

m

Trav

el R

d fro

m 1

04m

to 1

20m

Trav

el R

d fro

m 1

20m

to 1

36m

Trav

el R

d fro

m 1

36m

to 1

52m

Trav

el R

d fro

m 1

52m

to 1

68m

Proc

ess

Rat

e (m

/hr)

Mine A ABM25,SCx2

Mine B Superunit

Mine C 12CM12x2,SCx2

Mine D 12CM12x1,SCx1

Mine E ABM25,SCx1

Mine E 12CM12,SCx1

Mine F 12CM20,SCx1

Mine G 12CM30x2,SCx2

Page 6: 13/2/08 Fundamental Analysis of Development Cycles at Xstrata NSW Mines ACARP Roadway Development Operator Workshops March 2008

6

Standard Cycles – Average Rates

Process Rate (m/hr)

Mine B (miner-bolter) 7.5

Mine D (miner-bolter) 6.9

Mine E (bolter-miner) 5.0

Mine A (bolter-miner) 4.7

Mine F (miner-bolter) 4.4

Mine C (miner-bolter) 3.8

Mine E (miner-bolter) 3.6

Mine G (miner-bolter) 2.8

Page 7: 13/2/08 Fundamental Analysis of Development Cycles at Xstrata NSW Mines ACARP Roadway Development Operator Workshops March 2008

7

Support Observations

The amount of support required affects the process rate

The amount of support varies widely from mine to mine

Time taken to erect similar support is much the same from mine to mine

Differences exist in the time taken to set up for bolting, or to change from bolting mode to cutting mode

Page 8: 13/2/08 Fundamental Analysis of Development Cycles at Xstrata NSW Mines ACARP Roadway Development Operator Workshops March 2008

8

Standard Roof Support

Roof Support Density

(bolts/m)

Rib Support Density

(bolts/m)

Support Density

(bolts/m)

Mine D 2.7 0 2.7

Mine B 2.7 1.3 4

Mine F 4 0 4

Mine C 6 0 6

Mine A 4 4 8

Mine E 6 3 9

Mine G 8 4 12

XCN Comparable

4 2 6

Page 9: 13/2/08 Fundamental Analysis of Development Cycles at Xstrata NSW Mines ACARP Roadway Development Operator Workshops March 2008

9

Effect of Support Density on Rate

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

0 2 4 6 8 10 12 14

Support Density (bolts/m)

Proc

ess

Rat

e (m

/hr)

Mine B

Mine D

Mine G

Mine F

Mine C

Mine A*

Mine E*

Mine E

Page 10: 13/2/08 Fundamental Analysis of Development Cycles at Xstrata NSW Mines ACARP Roadway Development Operator Workshops March 2008

10

Comparable Support

0

1

2

3

4

5

6

7

8

Belt

Rd

from

16m

to 3

2m

Belt

Rd

from

32m

to 4

8m

Belt

Rd

from

48m

to 6

4m

Belt

Rd

from

64m

to 8

0m

Belt

Rd

from

80m

to 9

6m

Belt

Rd

from

96m

to 1

04m

Belt

Rd

from

104

m to

120

m

Belt

Rd

from

120

m to

136

m

Belt

Rd

from

136

m to

152

m

Belt

Rd

from

152

m to

168

m

Cut

hrou

gh fr

om 0

m to

16m

Cut

hrou

gh fr

om 1

6m to

32m

Cut

hrou

gh fr

om 3

2m to

48m

Trav

el R

d fro

m 1

6m to

32m

Trav

el R

d fro

m 3

2m to

48m

Trav

el R

d fro

m 4

8m to

64m

Trav

el R

d fro

m 6

4m to

80

m

Trav

el R

d fro

m 8

0m to

96

m

Trav

el R

d fro

m 9

6m to

104

m

Trav

el R

d fro

m 1

04m

to 1

20m

Trav

el R

d fro

m 1

20m

to 1

36m

Trav

el R

d fro

m 1

36m

to 1

52m

Trav

el R

d fro

m 1

52m

to 1

68m

Proc

ess

Rat

e (m

/hr)

Mine A ABM25,SCx2

Mine B Superunit

Mine C 12CM12x2,SCx2

Mine D 12CM12x1,SCx1

Mine E ABM25,SCx1

Mine E 12CM12,SCx1

Mine F 12CM20,SCx1

Mine G 12CM30x2,SCx2

Page 11: 13/2/08 Fundamental Analysis of Development Cycles at Xstrata NSW Mines ACARP Roadway Development Operator Workshops March 2008

11

Equipment Observations

Three pieces of equipment in the cut and load sub-process:

Miner – 4 types in XCN, each with different load out capacity, which varied ~100%

Car – both car capacity and car speed varied ~100%Feeder – discharge time through the feeder (or boot)

varied ~ 150%

Combination of these has a major effect on process rate

This combination is expressed as the rate at which the roof can be exposed for one round of support

Page 12: 13/2/08 Fundamental Analysis of Development Cycles at Xstrata NSW Mines ACARP Roadway Development Operator Workshops March 2008

12

Equipment Comparisons

 

Cut Time (min)

Wheel Time (min)

Discharge Time (min)

Total Time (min)

Advance

(m)

Exposure Rate

(m/hr)

Mine D 1.2 2.3 0.9 4.4 0.7 9.6

Mine B 1.3 2.5 0.9 4.7 0.75 9.5

Mine E 1.3 2.0 0.9 4.2 0.5 7.1

Mine E 1.7 2.0 0.9 4.6 0.5 6.5

Mine F 1.7 2.0 1.4 5.1 0.5 5.9

Mine C 1.3 2.3 1.6 5.2 0.47 5.4

Mine G 1.8 3.4 2.2 7.4 0.5 4.0

Mine A 1.9 2.5 2.2 6.6 0.4 3.6

XCN Comparable

1.4 2.2 1.3 4.9 0.5 6.1

Page 13: 13/2/08 Fundamental Analysis of Development Cycles at Xstrata NSW Mines ACARP Roadway Development Operator Workshops March 2008

13

Effect of Equipment on Rate – Normal Support

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

0.0 2.0 4.0 6.0 8.0 10.0 12.0

Exposure Rate (m/hr)

Pro

cess

Rat

e (m

/hr)

Mine B

Mine D

Mine A*

Mine G

Mine E

Mine E*

Mine F

Mine C

Page 14: 13/2/08 Fundamental Analysis of Development Cycles at Xstrata NSW Mines ACARP Roadway Development Operator Workshops March 2008

14

Comparable Support,Comparable Equipment – Miner-bolter

0

1

2

3

4

5

6

7

8

9

10

Belt

Rd

from

16m

to 3

2m

Belt

Rd

from

32m

to 4

8m

Belt

Rd

from

48m

to 6

4m

Belt

Rd

from

64m

to 8

0m

Belt

Rd

from

80m

to 9

6m

Belt

Rd

from

96m

to 1

04m

Belt

Rd

from

104

m to

120

m

Belt

Rd

from

120

m to

136

m

Belt

Rd

from

136

m to

152

m

Belt

Rd

from

152

m to

168

m

Cut

hrou

gh fr

om 0

m to

16m

Cut

hrou

gh fr

om 1

6m to

32m

Cut

hrou

gh fr

om 3

2m to

48m

Trav

el R

d fro

m 1

6m to

32m

Trav

el R

d fro

m 3

2m to

48m

Trav

el R

d fro

m 4

8m to

64m

Trav

el R

d fro

m 6

4m to

80

m

Trav

el R

d fro

m 8

0m to

96

m

Trav

el R

d fro

m 9

6m to

104

m

Trav

el R

d fro

m 1

04m

to 1

20m

Trav

el R

d fro

m 1

20m

to 1

36m

Trav

el R

d fro

m 1

36m

to 1

52m

Trav

el R

d fro

m 1

52m

to 1

68m

Proc

ess

Rat

e (m

/hr)

Mine C 12CM12x2,SCx2

Mine D 12CM12x1,SCx1

Mine E 12CM12,SCx1

Mine F 12CM20,SCx1

Mine G 12CM30x2,SCx2

Page 15: 13/2/08 Fundamental Analysis of Development Cycles at Xstrata NSW Mines ACARP Roadway Development Operator Workshops March 2008

15

Comparable Support,Comparable Equipment – Bolter-miner

0

1

2

3

4

5

6

7

8

9

10

Belt

Rd

from

16m

to 3

2m

Belt

Rd

from

32m

to 4

8m

Belt

Rd

from

48m

to 6

4m

Belt

Rd

from

64m

to 8

0m

Belt

Rd

from

80m

to 9

6m

Belt

Rd

from

96m

to 1

04m

Belt

Rd

from

104

m to

120

m

Belt

Rd

from

120

m to

136

m

Belt

Rd

from

136

m to

152

m

Belt

Rd

from

152

m to

168

m

Cut

hrou

gh fr

om 0

m to

16m

Cut

hrou

gh fr

om 1

6m to

32m

Cut

hrou

gh fr

om 3

2m to

48m

Trav

el R

d fro

m 1

6m to

32m

Trav

el R

d fro

m 3

2m to

48m

Trav

el R

d fro

m 4

8m to

64m

Trav

el R

d fro

m 6

4m to

80

m

Trav

el R

d fro

m 8

0m to

96

m

Trav

el R

d fro

m 9

6m to

104

m

Trav

el R

d fro

m 1

04m

to 1

20m

Trav

el R

d fro

m 1

20m

to 1

36m

Trav

el R

d fro

m 1

36m

to 1

52m

Trav

el R

d fro

m 1

52m

to 1

68m

Proc

ess

Rat

e (m

/hr)

Mine A ABM25,SCx2

Mine E ABM25,SCx1

Page 16: 13/2/08 Fundamental Analysis of Development Cycles at Xstrata NSW Mines ACARP Roadway Development Operator Workshops March 2008

16

Equipment Capacity Matched to Process

Matched Not Matched

Mine A Miner, Car, Feeder

Mine B Miner, Car, Feeder

Mine C Miner, Car Belt

Mine D Miner, Car, Belt

Mine E Miner, Car, Feeder

Mine F Miner, Car Feeder

Mine G Miner, Car

Page 17: 13/2/08 Fundamental Analysis of Development Cycles at Xstrata NSW Mines ACARP Roadway Development Operator Workshops March 2008

17

Process Observations

Once support variations and equipment variations are levelled, the remainder of the variation is process application

Page 18: 13/2/08 Fundamental Analysis of Development Cycles at Xstrata NSW Mines ACARP Roadway Development Operator Workshops March 2008

18

Bolter-miner vs Miner-bolter

0

1

2

3

4

5

6

7

8

9

10

Belt

Rd

from

16m

to 3

2m

Belt

Rd

from

32m

to 4

8m

Belt

Rd

from

48m

to 6

4m

Belt

Rd

from

64m

to 8

0m

Belt

Rd

from

80m

to 9

6m

Belt

Rd

from

96m

to 1

04m

Belt

Rd

from

104

m to

120

m

Belt

Rd

from

120

m to

136

m

Belt

Rd

from

136

m to

152

m

Belt

Rd

from

152

m to

168

m

Cut

hrou

gh fr

om 0

m to

16m

Cut

hrou

gh fr

om 1

6m to

32m

Cut

hrou

gh fr

om 3

2m to

48m

Trav

el R

d fro

m 1

6m to

32m

Trav

el R

d fro

m 3

2m to

48m

Trav

el R

d fro

m 4

8m to

64m

Trav

el R

d fro

m 6

4m to

80

m

Trav

el R

d fro

m 8

0m to

96

m

Trav

el R

d fro

m 9

6m to

104

m

Trav

el R

d fro

m 1

04m

to 1

20m

Trav

el R

d fro

m 1

20m

to 1

36m

Trav

el R

d fro

m 1

36m

to 1

52m

Trav

el R

d fro

m 1

52m

to 1

68m

Proc

ess

Rat

e (m

/hr)

Mine E 12CM12,SCx1

Mine E ABM25,SCx1

Page 19: 13/2/08 Fundamental Analysis of Development Cycles at Xstrata NSW Mines ACARP Roadway Development Operator Workshops March 2008

19

Effect of Number of Cars

0

1

2

3

4

5

6

7

8

9

10

Belt

Rd

from

16m

to 3

2m

Belt

Rd

from

32m

to 4

8m

Belt

Rd

from

48m

to 6

4m

Belt

Rd

from

64m

to 8

0m

Belt

Rd

from

80m

to 9

6m

Belt

Rd

from

96m

to 1

04m

Belt

Rd

from

104

m to

120

m

Belt

Rd

from

120

m to

136

m

Belt

Rd

from

136

m to

152

m

Belt

Rd

from

152

m to

168

m

Cut

hrou

gh fr

om 0

m to

16m

Cut

hrou

gh fr

om 1

6m to

32m

Cut

hrou

gh fr

om 3

2m to

48m

Trav

el R

d fro

m 1

6m to

32m

Trav

el R

d fro

m 3

2m to

48m

Trav

el R

d fro

m 4

8m to

64m

Trav

el R

d fro

m 6

4m to

80

m

Trav

el R

d fro

m 8

0m to

96

m

Trav

el R

d fro

m 9

6m to

104

m

Trav

el R

d fro

m 1

04m

to 1

20m

Trav

el R

d fro

m 1

20m

to 1

36m

Trav

el R

d fro

m 1

36m

to 1

52m

Trav

el R

d fro

m 1

52m

to 1

68m

Proc

ess

Rat

e (m

/hr)

Mine E ABM25,SCx2

Mine E ABM25,SCx1

Page 20: 13/2/08 Fundamental Analysis of Development Cycles at Xstrata NSW Mines ACARP Roadway Development Operator Workshops March 2008

20

Effect of Mining Method

0

1

2

3

4

5

6

7

8

9

10

Belt

Rd

from

16m

to 3

2m

Belt

Rd

from

32m

to 4

8m

Belt

Rd

from

48m

to 6

4m

Belt

Rd

from

64m

to 8

0m

Belt

Rd

from

80m

to 9

6m

Belt

Rd

from

96m

to 1

04m

Belt

Rd

from

104

m to

120

m

Belt

Rd

from

120

m to

136

m

Belt

Rd

from

136

m to

152

m

Belt

Rd

from

152

m to

168

m

Cut

hrou

gh fr

om 0

m to

16m

Cut

hrou

gh fr

om 1

6m to

32m

Cut

hrou

gh fr

om 3

2m to

48m

Trav

el R

d fro

m 1

6m to

32m

Trav

el R

d fro

m 3

2m to

48m

Trav

el R

d fro

m 4

8m to

64m

Trav

el R

d fro

m 6

4m to

80

m

Trav

el R

d fro

m 8

0m to

96

m

Trav

el R

d fro

m 9

6m to

104

m

Trav

el R

d fro

m 1

04m

to 1

20m

Trav

el R

d fro

m 1

20m

to 1

36m

Trav

el R

d fro

m 1

36m

to 1

52m

Trav

el R

d fro

m 1

52m

to 1

68m

Proc

ess

Rat

e (m

/hr)

Mine B 12CM12x2,SCx2

Mine B Superunit

Page 21: 13/2/08 Fundamental Analysis of Development Cycles at Xstrata NSW Mines ACARP Roadway Development Operator Workshops March 2008

21

Cut then Bolt vs Batch Bolt

0

1

2

3

4

5

6

7

8

9

10

Belt

Rd

from

16m

to 3

2m

Belt

Rd

from

32m

to 4

8m

Belt

Rd

from

48m

to 6

4m

Belt

Rd

from

64m

to 8

0m

Belt

Rd

from

80m

to 9

6m

Belt

Rd

from

96m

to 1

04m

Belt

Rd

from

104

m to

120

m

Belt

Rd

from

120

m to

136

m

Belt

Rd

from

136

m to

152

m

Belt

Rd

from

152

m to

168

m

Cut

hrou

gh fr

om 0

m to

16m

Cut

hrou

gh fr

om 1

6m to

32m

Cut

hrou

gh fr

om 3

2m to

48m

Trav

el R

d fro

m 1

6m to

32m

Trav

el R

d fro

m 3

2m to

48m

Trav

el R

d fro

m 4

8m to

64m

Trav

el R

d fro

m 6

4m to

80

m

Trav

el R

d fro

m 8

0m to

96

m

Trav

el R

d fro

m 9

6m to

104

m

Trav

el R

d fro

m 1

04m

to 1

20m

Trav

el R

d fro

m 1

20m

to 1

36m

Trav

el R

d fro

m 1

36m

to 1

52m

Trav

el R

d fro

m 1

52m

to 1

68m

Proc

ess

Rat

e (m

/hr)

Mine C 12CM12x2,SCx2

Mine D 12CM12x1,SCx1

Mine E 12CM12,SCx1

Mine F 12CM20,SCx1

Mine G 12CM30x2,SCx2

Page 22: 13/2/08 Fundamental Analysis of Development Cycles at Xstrata NSW Mines ACARP Roadway Development Operator Workshops March 2008

22

Potential EvolutionStep 1 – Miner-bolter

0

1

2

3

4

5

6

7

8

9

10

Bel

t R

d fr

om 1

6m t

o 32

m

Bel

t R

d fr

om 3

2m t

o 48

m

Bel

t R

d fr

om 4

8m t

o 64

m

Bel

t R

d fr

om 6

4m t

o 80

m

Bel

t R

d fr

om 8

0m t

o 96

m

Bel

t R

d fr

om 9

6m t

o 10

4m

Bel

t R

d fr

om 1

04m

to

120m

Bel

t R

d fr

om 1

20m

to

136m

Bel

t R

d fr

om 1

36m

to

152m

Bel

t R

d fr

om 1

52m

to

168m

Cut

hrou

gh f

rom

0m

to

16m

Cut

hrou

gh f

rom

16m

to

32m

Cut

hrou

gh f

rom

32m

to

48m

Tra

vel R

d fr

om 1

6m t

o 32

m

Tra

vel R

d fr

om 3

2m t

o 48

m

Tra

vel R

d fr

om 4

8m t

o 64

m

Tra

vel R

d fr

om 6

4m t

o 80

m

Tra

vel R

d fr

om 8

0m t

o 96

m

Tra

vel R

d fr

om 9

6m t

o 10

4m

Tra

vel R

d fr

om 1

04m

to

120m

Tra

vel R

d fr

om 1

20m

to

136m

Tra

vel R

d fr

om 1

36m

to

152m

Tra

vel R

d fr

om 1

52m

to

168m

met

res

/ ho

ur

12CM12,SCx1

Page 23: 13/2/08 Fundamental Analysis of Development Cycles at Xstrata NSW Mines ACARP Roadway Development Operator Workshops March 2008

23

Potential EvolutionStep 2 – Bolter-Miner

0

1

2

3

4

5

6

7

8

9

10

Bel

t R

d fr

om 1

6m t

o 32

m

Bel

t R

d fr

om 3

2m t

o 48

m

Bel

t R

d fr

om 4

8m t

o 64

m

Bel

t R

d fr

om 6

4m t

o 80

m

Bel

t R

d fr

om 8

0m t

o 96

m

Bel

t R

d fr

om 9

6m t

o 10

4m

Bel

t R

d fr

om 1

04m

to

120m

Bel

t R

d fr

om 1

20m

to

136m

Bel

t R

d fr

om 1

36m

to

152m

Bel

t R

d fr

om 1

52m

to

168m

Cut

hrou

gh f

rom

0m

to

16m

Cut

hrou

gh f

rom

16m

to

32m

Cut

hrou

gh f

rom

32m

to

48m

Tra

vel R

d fr

om 1

6m t

o 32

m

Tra

vel R

d fr

om 3

2m t

o 48

m

Tra

vel R

d fr

om 4

8m t

o 64

m

Tra

vel R

d fr

om 6

4m t

o 80

m

Tra

vel R

d fr

om 8

0m t

o 96

m

Tra

vel R

d fr

om 9

6m t

o 10

4m

Tra

vel R

d fr

om 1

04m

to

120m

Tra

vel R

d fr

om 1

20m

to

136m

Tra

vel R

d fr

om 1

36m

to

152m

Tra

vel R

d fr

om 1

52m

to

168m

met

res

/ ho

ur

12CM12,SCx1

ABM25,SCx1

Page 24: 13/2/08 Fundamental Analysis of Development Cycles at Xstrata NSW Mines ACARP Roadway Development Operator Workshops March 2008

24

Potential EvolutionStep 3 – Bolter-Miner with 2 cars

0

1

2

3

4

5

6

7

8

9

10

Bel

t R

d fr

om 1

6m t

o 32

m

Bel

t R

d fr

om 3

2m t

o 48

m

Bel

t R

d fr

om 4

8m t

o 64

m

Bel

t R

d fr

om 6

4m t

o 80

m

Bel

t R

d fr

om 8

0m t

o 96

m

Bel

t R

d fr

om 9

6m t

o 10

4m

Bel

t R

d fr

om 1

04m

to

120m

Bel

t R

d fr

om 1

20m

to

136m

Bel

t R

d fr

om 1

36m

to

152m

Bel

t R

d fr

om 1

52m

to

168m

Cut

hrou

gh f

rom

0m

to

16m

Cut

hrou

gh f

rom

16m

to

32m

Cut

hrou

gh f

rom

32m

to

48m

Tra

vel R

d fr

om 1

6m t

o 32

m

Tra

vel R

d fr

om 3

2m t

o 48

m

Tra

vel R

d fr

om 4

8m t

o 64

m

Tra

vel R

d fr

om 6

4m t

o 80

m

Tra

vel R

d fr

om 8

0m t

o 96

m

Tra

vel R

d fr

om 9

6m t

o 10

4m

Tra

vel R

d fr

om 1

04m

to

120m

Tra

vel R

d fr

om 1

20m

to

136m

Tra

vel R

d fr

om 1

36m

to

152m

Tra

vel R

d fr

om 1

52m

to

168m

met

res

/ ho

ur

12CM12,SCx1

ABM25,SCx1

ABM25,SCx2

Page 25: 13/2/08 Fundamental Analysis of Development Cycles at Xstrata NSW Mines ACARP Roadway Development Operator Workshops March 2008

25

Potential EvolutionStep 4 – Bolter-Miner with 2 cars and SDRBs

0

1

2

3

4

5

6

7

8

9

10

Bel

t R

d fr

om 1

6m t

o 32

m

Bel

t R

d fr

om 3

2m t

o 48

m

Bel

t R

d fr

om 4

8m t

o 64

m

Bel

t R

d fr

om 6

4m t

o 80

m

Bel

t R

d fr

om 8

0m t

o 96

m

Bel

t R

d fr

om 9

6m t

o 10

4m

Bel

t R

d fr

om 1

04m

to

120m

Bel

t R

d fr

om 1

20m

to

136m

Bel

t R

d fr

om 1

36m

to

152m

Bel

t R

d fr

om 1

52m

to

168m

Cut

hrou

gh f

rom

0m

to

16m

Cut

hrou

gh f

rom

16m

to

32m

Cut

hrou

gh f

rom

32m

to

48m

Tra

vel R

d fr

om 1

6m t

o 32

m

Tra

vel R

d fr

om 3

2m t

o 48

m

Tra

vel R

d fr

om 4

8m t

o 64

m

Tra

vel R

d fr

om 6

4m t

o 80

m

Tra

vel R

d fr

om 8

0m t

o 96

m

Tra

vel R

d fr

om 9

6m t

o 10

4m

Tra

vel R

d fr

om 1

04m

to

120m

Tra

vel R

d fr

om 1

20m

to

136m

Tra

vel R

d fr

om 1

36m

to

152m

Tra

vel R

d fr

om 1

52m

to

168m

met

res

/ ho

ur 12CM12,SCx1

ABM25,SCx1

ABM25,SCx2

ABM25,SCx2,SDRB

Page 26: 13/2/08 Fundamental Analysis of Development Cycles at Xstrata NSW Mines ACARP Roadway Development Operator Workshops March 2008

26

Potential EvolutionStep 5 – Bolter-Miner with SDRBs and Cts Haulage

0

1

2

3

4

5

6

7

8

9

10

Bel

t R

d fr

om 1

6m t

o 32

m

Bel

t R

d fr

om 3

2m t

o 48

m

Bel

t R

d fr

om 4

8m t

o 64

m

Bel

t R

d fr

om 6

4m t

o 80

m

Bel

t R

d fr

om 8

0m t

o 96

m

Bel

t R

d fr

om 9

6m t

o 10

4m

Bel

t R

d fr

om 1

04m

to

120m

Bel

t R

d fr

om 1

20m

to

136m

Bel

t R

d fr

om 1

36m

to

152m

Bel

t R

d fr

om 1

52m

to

168m

Cut

hrou

gh f

rom

0m

to

16m

Cut

hrou

gh f

rom

16m

to

32m

Cut

hrou

gh f

rom

32m

to

48m

Tra

vel R

d fr

om 1

6m t

o 32

m

Tra

vel R

d fr

om 3

2m t

o 48

m

Tra

vel R

d fr

om 4

8m t

o 64

m

Tra

vel R

d fr

om 6

4m t

o 80

m

Tra

vel R

d fr

om 8

0m t

o 96

m

Tra

vel R

d fr

om 9

6m t

o 10

4m

Tra

vel R

d fr

om 1

04m

to

120m

Tra

vel R

d fr

om 1

20m

to

136m

Tra

vel R

d fr

om 1

36m

to

152m

Tra

vel R

d fr

om 1

52m

to

168m

met

res

/ ho

ur

12CM12,SCx1

ABM25,SCx1

ABM25,SCx2

ABM25,SCx2,SDRB

ABM25,CH, SDRB

Page 27: 13/2/08 Fundamental Analysis of Development Cycles at Xstrata NSW Mines ACARP Roadway Development Operator Workshops March 2008

27

Effect of Manning on Process Rate

Manning has little relationship to process rate, but the process must be manned so that it works as designed

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

4 5 6 7 8 9 10 11

Manning per Miner

Pro

cess

Ra

te (

m/h

r)

Page 28: 13/2/08 Fundamental Analysis of Development Cycles at Xstrata NSW Mines ACARP Roadway Development Operator Workshops March 2008

28

Conclusion

Three measurable elements affect cycle time:• Support density• Equipment selection• Process application

You cannot affect the support densityYou can design your processYou can select your equipment to achieve your processYou must man your process to achieve it

Page 29: 13/2/08 Fundamental Analysis of Development Cycles at Xstrata NSW Mines ACARP Roadway Development Operator Workshops March 2008

29

Acknowledgements

Thanks to development operators, engineers and superintendents for their help in providing data and comment for this presentation.

Deming:

“ Your system is perfectly designed to give you the results that you get”