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177- Selecting Haul Truck Bodies




          Increasing Mine Productivity
 with an Appropriate Mine Truck Body




By: Richard Lang

Date: October 2010




                                                        Page 1 of 13
Increasing Mine Productivity with an Appropriate Mine Truck Body

Introduction

Achieving Mine Productivity requires input from all levels of management, Innovative
thought, a detailed understanding of the mine application, working with the supplier to
get the right result including providing correct information, correct application of what is
quite simple maths and an understanding of the pitfalls of using SAE volumes.

A truck body needs to suit the purpose rather than be a general purpose device. It
needs to be selected to match the particular environment of the mine. The first part of
that selection is matching the technical environment and the second part is making sure
that the supplier and the mine have a common understanding.

But first, look at who in the organisation should understand this process and the concept
of the calculation. This paper is intended for a wide range of personnel.

The main points covered are:

   •   The importance for all levels of management to have an understanding
   •   The huge financial payoffs possible
   •   Traps for the unwary in angles of repose and loose bulk density as they effect
       achievable tray payload.

Organisation

Take a typical organisation structure as depicted below.

                                     Managing Director



           General Manager            General Manager               General Manager
             Commercial                  Technical                 Operations or Mine
                                                                       Manager



                                          Specialist          Supt Mobile      Supt Mining
                                            Mining               Equip
                                           Services           Maintenance


                         Figure 1: Typical Organisation Structure

Initiative, analysis and recommendations on equipment like truck bodies tend to happen
at the Superintendant level. Is this a good idea? The short answer is yes but.........

These people have to be heavily involved as they live with the consequences of the
decision for years afterwards.

                                                                                  Page 2 of 13
However, I believe that people up the line need to understand the concepts in order for
the organisation to achieve Mine Productivity. Mine haulage is a substantial cost in the
scheme of things as shown in Table 1 below.

                              TYPICAL OPEN CUT MINING COSTS

                                 Haulage                 32%

                               Drill & Blast             25%

                                 Loading                 17%

                                  Other                  26%

                                 Table 1: Mining Costs

Given the substance of the issue, the top levels of management should understand the
basics of haulage. Furthermore if you look at the responsibilities of the management
levels in Table 2 below, there is an argument that because haulage decisions impact
over many years, there is a need for senior management to take an interest.



Level                                      Time Horizon & Thinking Patterns
V - Managing Director            5-10 Yrs & Conceptual Thinking – Creative,
                                positioning the business as it sits in the industry.
IV - General Manager            2-5 Yrs Reviewing recurring Issues, undertaking
                                investigations and generally directing traffic.
III - Superintendant            1-2 Yrs Action Focused on issues in front of them
                       Table 2: Management Levels and their Focus

The Company’s Board of Directors has delegated responsibilities for taking care of the
shareholders money to the Managing Director and in turn the General Manager. So it is
incumbent upon them to consider innovation especially when there are significant
shareholder benefits to the decision.

The level IV and V people in large organisations don’t need to be involved in the detail
but they should understand enough to raise issues and make critical assessments on
analysis presented. They also have a critical role in communicating the organisations
appetite for risk and in which areas the company needs to move ahead to be in the
lower quartile of the cost to revenue ratio curve for the industry. The average
Superintendant left to their own devices will deal competently with the issues that
present themselves for action in the 1-2 year time frame. The leadership task for the
level IV and V people is to encourage the Level III people out of their comfort zone. In
order to perceive the opportunities in mine haulage as well as to promote some critical
thinking, the level IV and V people need to understand the basics of haulage analysis.

Going straight to an example; a mine had been running for many years with the
following empty truck weights which are driven by the tray weight.

                                                                                Page 3 of 13
Reduction in
                                                   Tray Weight
                       Truck       Empty Truck      Possible -
                      Number      Weight Tonnes      Tonnes
                        400            171              21
                        401            180              30
                        403            172              22
                        404            181              31
                        405            180              30
                        406            179              29
                        407            180              30
                        408            181              31
                        409            182              32
                        411            172              22
                        412            177              27
                        413            177              27
                        414            150              0
                        415            178              28
                        417            177              27
                        418            179              29
                        419            180              30
                        420            174              24
                        421            176              26
                        422            180              30
                        423            178              28
                        424            172              22
                        425            175              25
                        426            172              22
                        427            179              29
                        428            173              23
                        429            178              28
                        430            177              27
                        431            178              28
                        432            175              25
                        433            180              30
                        472            150              0

                      Average                          27
             Table3: Potential Reduction in Tray weight = Payload increase

Can you imagine the financial implications if you carried 27 tonnes more or even just
half of that every load on every truck.

Truck Operating Hours per annum               5,500
Cycle time                                    40 mins
Loads per annum per truck                     8,250
Extra Tonnes carried per load                 27 or say 20 to be conservative
Extra Tonnes per annum per truck              165,000 - This is about 9% increase
                                              but potential is around 13%
Number of trucks                              30
Extra Tonnes per annum for the mine           4,950,000 OR park 3 trucks
Imagine the extra revenue associated with that!!
 or Imagine the cost and capital savings of parking up between 2 and 4 haul trucks!!
                            Table 4: Calculation of Savings



So who in the organisation is going to come up with the creative thought to look at
replacing the 30 odd trays with one that weighed less and lasted without increased
maintenance?

For years the people at the lower levels kept maintaining what was in front of them until
a creative Superintendant / Manager came along and asked the question and started
                                                                               Page 4 of 13
the assessment process. Soon the profits will be flowing to the shareholders as a
result. So the point is that while the maths is very simple, it takes someone with a
capacity for level IV or V thought processes to make it happen. That person may be
someone on the rise through the ranks from Superintendant level or a level IV – V
incumbent. So to achieve Mine Productivity everyone in the organisation needs to be
paying attention to haulage at an appropriate level of detail commensurate with their
position and the capacity of the people around them.

Technical Assessment

The designer has to make the body suitable for the impact loading, the abrasive
environment and the nature of the material being loaded. Very large loading tools filling
the body in a small number of passes will impart more “damage” than a smaller tool.
Dropping the load from further away will also increase the “damage”.1

So in environments where the loading will be rugged, we suggest a 25mm floor for the
DT truck body. We have not seen damage in the loading impact area with this policy.
For less arduous environments we suggest a 19mm floor. The trade off is weight and
longevity.

With material having a Bond Abrasiveness Index of 0.34 (eg hard rock – gold mine) ,
we expect that over the rear 2-3M of the floor, all but the last 100mm of the body will
wear at 0.85mm/1,000 Hrs. The treatment here is to let the body wear and then add
wear tiles in the worn areas to bring the body back to the original weight.

In less abrasive environments, the wear process will take longer but the tile solution is
the same. In coal, the body may only ever get three rows of tiles at the rear over its life.
In aggressive environments where the material is sharp and harder than the material
with Bond Abrasive Index 0.34; then specific tile packages can be provided.

DT HiLoad offers canopy protection plates and rear support rails for tough
environments. In addition, the body comes with 19mm or 25mm thick floors. The tray
manufacturer can’t do much about haul road condition, even though it does impact on
body life. As the truck twists and slides over rough and slippery haul roads enormous
forces are applied to the body and the chassis of the truck. Where all other factors are
pointing in the direction of specifying a 19mm floor, poor haul roads may cause the mine
to choose a 25mm floor to help cope with the higher stressed environment. Abrasive
material will also push the body selection towards a 25mm floor model.

For optimum Mine Productivity, the body needs to be rugged enough. Options selection
is important for matching the application.




1
 Damage is a term used in fatigue analysis whereby the number of stress cycles undergone by the material
expressed as a fraction of the total number to cause failure allows “rainflow diagrams” to be drawn which relate
the stress level and the frequency to the damage created during the loading. This allows the designer to see
whether a large number of low stresses or a few large impacts are source of the “damage” which is consuming the
body life.
                                                                                                   Page 5 of 13
The sizing of the body is mathematically simple.

            Gross Vehicle Mass set by           384,000Kg
            the manufacturer:
            Less: Chassis Weight                118,000Kg
            Less: Weight of the body             30,000Kg
            Equals: Payload Allowable           236,000Kg
            Loose Bulk Density of                       1.6
            material:
            Volume of body required for             147M3
            material
            Fill Factor                                 0.9
            Volume of body required                 163M3
            Body size to order                      170M3
                           Table 5: Body Volume calculation

Two questions arise from this calculation, firstly the loose bulk density number and the
volume. What volume and what density?

Loose Bulk Density

If the mine supplies the supplier with a loose bulk density number from the feasibility
study done for the original mine development analysis – that can be risky because
today’s reality may be different. An error of 10% in the bulk density will result in a
matching error in the target truck body size.

The build up from Bank Density (the density in the unfired material) to the density in the
truck is shown in Table 6 below.

                   Bank Density                       2.2 T/M3
                   Swell Factor                       1.30 (say)
                   Bulk Density as fired              1.69
                   Swell Factor                       1.05
                   Loose Bulk Density in the truck    1.61
                    Table 6: Example of relationship of Bulk Densities

Accurate numbers can be obtained using a scanner in conjunction with a set of truck
scales. The trucks are scanned and weighed empty and again when full. The increase
in weight and the volume difference yields the material density. If the mine is
processing different materials, the density needs to be calculated for each material eg
overburden and ore. Reconciliations between surveyed volumes and weightometer
readings at the plant will calculate bank Density. Knowing the number of truckloads will
allow calculation of Bank M3 per truck load but don’t be confused as using that density
will result in the wrong sized tray. Note also that there will be a small density difference
between material in a shovel dipper and the truck or as shot. Furthermore, you need to
measure the moisture content at the time of calculation as if done in summer at 2%
moisture, there will be a difference in payload in winter at say 6% moisture. The
moisture will not usually increase the volume measurably but it will add to the weight.




                                                                                 Page 6 of 13
Figure2: Scanning and weighing of empty and Full Trucks by Transcale of Queensland
                             Australia Ph +61732170311

Unless the mine wants dedicated haulage fleets for each material, then the body should
be sized to the lightest material. This yields the biggest body so there needs to be
loading control when the most dense material is carried. If the amount of light material
is relatively small, it may be decided that the optimum solution is for a smaller body.
This illustrates how managing Mine Productivity involves some tradeoffs and the
importance of getting the loose Bulk Density right. Readers should be aware that
mistakes have been observed in practice associated with the above points – otherwise
how does a mine get a body that is too small for the task?

Body Volume

The 147M3 body volume calculated in Table 5 above, is not enough as we can’t have
the load spilling over the sides, leaving rocks at the loading area. Also when the truck
climbs a 10% grade on the haulroad, there needs to be some free space at the tail so
that rocks don’t roll off onto the haulroad. The 90% fill factor allows for this and
variations in density in order to target the allowable payload of the truck. Depending on
the expected variations in loading and material density it is quite important to think
about what size of body to order. The loading tool operator needs to be able to get the
+10% and the +20% loads in the tray in order that the truck will average the design
payload. The OEM loading rule is generally that 10% of the loads can be 10% over the
target payload while no load should be more than 20% over and the average of all loads
should be the Allowable payload or less.

At one mine site, we looked at 22,000 truck loads from 11 loading tools and the
Standard Deviation of each load overall was 9.8%. That means that it is impossible to
achieve the average without a policy of tipping off the +20% loads. Overloads would
be 2.5% of the total according to the theory of normal distributions where the band
                                                                              Page 7 of 13
within two standard deviations (ie +2*9.8 = 20%) is covering all but 2.5% at the end of
the distribution. In fact, this set of data had 89 loads =0.4% of loads over the +20%
target. This indicates that the loading tool operator was taking some care not to
overload, making the distribution not a classical normal distribution. To manage the
situation, the policy of tipping off the +20% load needs to be adhered to or the loading
tool operator is given a lower target payload so that the natural variation in loads does
not drift over the +20% target.

The data also illustrates that if the body is merely sized to the target payload, then how
will your average achieve that target? When the truck has the +10% load on board,
assuming that it is sized to 90% fill factor, the material will be spilling over the edges.

Fragmentation can help reduce the variation and increase fill factor in the dipper. In
statistical terms, this means that if you reduce the standard deviation of the dipper
passes, the standard deviation of the truck payloads will tighten up and that means the
chance of overload is less. Improved fragmentation can sometimes be achieved by
more careful placing of the explosives and managing the timing rather than using more
explosives.

The next thing effecting body volume is the angle of repose. Different materials will
stack at different angles depending on the way the particles interlock and rill. Moisture
content can affect this angle as well.

When calculating the volume of a body you need to assume this angle. So there is a
point of difference possible from different suppliers.

There is a standard which is widely used in the industry called SAE J1363.

That calculates haul Truck Tray Volume by the following means:

It takes the “Struck volume” which is conceptually a water holding capacity and then
you add a volume of a pyramid shape with sides sloping at 2:1 (if that is the standard
complied with).

So it looks like Figure 3 below.




                        Figure 3 : SAE 2:1 Volume representation

We all know that material doesn’t stack like that. You might think that it doesn’t matter
because all trays being considered having the same “error”. But that is not true. Trays
with different shapes will have different actual carrying volume ratios to their SAE 2:1
heaped volume. Then to add confusion there is a thing called SAE Field Heap.
                                                                                 Page 8 of 13
Furthermore, not everyone is “tight” in their use of the standard. One contractor we deal
with filled truck bodies to overflowing and measured the volume showing that the actual
was 15% less than SAE. We had one mine site that was confused by suppliers claiming
tray volumes which made no relative sense to each other. The reason was that one
supplier had used an inappropriate angle of repose.

Figures 4 and 5 below show the extent of the volume difference. The angles in Figure 4
are actual from a field example! The 38degrees was the angle that a competitor tray
volume was calculated at. The 26 degree line represents 2:1 stacking angle .




Figure 4: Representation of Volume Difference with variation of Angle of Repose


                                 Repose angle vs. Load cone volume
                                                (m3)
                                210                                                       210.2
           Body Capacity (m3)




                                200
                                                                             194.4
                                190
                                180                     180.2
                                170        170.9
                                      25           30                  35            40
                                                        Repose angle (deg)


             Figure 5: Impact on Stated Volume of Change in Angle of Repose

What you really want to know is how much will the tray hold. We all have computers at
our disposal now so we don’t need techniques rooted in the days when we added up
squares on graph paper to calculate the volume of things.




                         Figure 6: A representation of how Material Stacks – DT Volume
                                                                                                  Page 9 of 13
Given the volume, if you assume 90% fill factor and multiply by the loose bulk density,
you will get the payload mass. We find that theory matches reality pretty well as
depicted in Figure 7 below.




           Figure:7: 244Tonne in a body with a target payload of 240Tonnes

Just in case the argument is not convincing enough just yet. Below is a table that
shows the stacking angles or Angles of Repose of various materials. Note that the SAE
1:1 and 2:1 slopes used in the calculations can give answers a long way from reali   reality.
The angle used should be the angle that the material sits at in the truck after being
agitated or shaken as that may be flatter than the angle it will freely sit at when carefully
piled on the ground.



         Angle of
         Repose            θ

                            Distance
                             along         Typical Range of Angle of Repose for Materials
                           horizontal
                            To 1 up
         Degrees    tan
           20.0     0.36       2.7
           22.5     0.41       2.4
           25.0     0.47       2.1
                                                                                     SAE angle for
           26.6     0.50       2.0                      wet               sand        Top heap
                                                        soil              & clay
           27.5     0.52
                       2       1.9
           30.0     0.58
                       8       1.7
           32.5     0.64       1.6
                                               soils
           35.0     0.70
                       0       1.4
                                        coal
           37.5     0.77       1.3                              Gravel
           40.0     0.84
                       4       1.2                             & small
                                                               Crushed      SAE angle for bottom
           42.5     0.92       1.1                             material      section (struck Vol)
           45.0     1.00       1.0
           47.5     1.09       0.9
           50.0     1.19       0.8
                                 Table 7: Angles of Repose


                                                                                         Page 10 of 13
So to achieve Mine Productivity care needs to be taken when interpreting the volume
of a tray. What you really want to know is how much material it will carry given the loose
bulk density and angle of repose settings. Now that we have computers, the industry
shouldn’t be using approximations like the SAE method.

Some Other Things

Under sized bodies can be selected by merely looking at the payload calculation as
depicted in the Table 5 ie 236,000Kg. Yes the truck will carry it but if the body can’t fit
the volume in, then you won’t be averaging that payload. It seems straight forward but
this error has been seen in the field.

As suppliers, we get concerned when confronted by assessment spreadsheets built by
customers like the one below in Table 8

The concerns of this, from a supplier viewpoint are:

   •   What is the customer interpreting from the SAE volume? Do they think that the
       truck will be carrying this amount? You can bet the level IV and V managers who
       don’t have a detailed background in this area, think it will be.
   •   The payload is calculated without options and wear pack. So how is that number
       relevant in comparing suppliers? The analyst says they will take it into account
       later – but will they recalculate the payloads? The weight of the wear pack and
       accessories are part of the Empty Vehicle weight and are significant.



                                               Unit of     Detail for Company
                                              measure              XYZ
       Supplied Information
       Gross Vehicle Weight                     tonnes            384.0
       Chassis Weight                           tonnes            138.1

                                               Unit of            Tray
       Tray Volume                            measure
       Supplier                                                  XYZ Co
       Make & Model of Tray                      text          *****-150-19

                                                   3
       Volume of Payload SAE                      m               160.0
       Payload                                  tonnes            221.0
       Tray Weight (before options/wear
       pack)                                    tonnes            24.5

       Check - Payload                         Must = 0             0
                     Table 8: Worrying Assessment by a Customer

The point is that to get good decisions and achieve Mine Productivity, attention to detail
is vital and not always easy when information comes from numerous sources.
Secondly, this is not a process which is undertaken every year so people forget.




                                                                                Page 11 of 13
Economic Evaluation

In some organisations this is where the investment decision that has the potential to
increase Mine Productivity can go astray. It is the part of the process where commercial
people are dealt into the team. If they do not understand the issues, the spreadsheets
will not bring out the salient points. Focus on capital cost; unless the company is
artificially constrained, is rarely going to maximise the shareholders position. One mine
we know has been analysing the issue for over eighteen months. If they had bought the
trays, six months after they started the analysis, they would be paid for by now through
cost savings. So how your company goes about managing change and analysing
projects also impacts the potential for improving Mine Productivity.

Floor thickness

If a body with lots of buttressing or bolsters is the same weight as a body without them,
you need to ask how that can be so.




         Figure 8: Butressing consumes weight that has to be saved elsewhere

Usually it will be found that the floor thicknesses are quite different in bodies like those
illustrated in Figure 8. With a thinner floor, there is less wear allowance. That can only
mean less life or more maintenance cost unless the body is carrying benign material
which never wears the body.

Implimentation

Change is a process which needs to be managed and if you are looking to buy
something other than the stock standard repeat of what you have been using, there will
be people to be managed as depicted in Figure 8 below.




               Figure 8: The Change Bus     Source: Strategic Partnering by Tony Lendrum


                                                                                           Page 12 of 13
Percentage of people in a Typical Organisation
        Terrorists            Followers           Early Adaptors                    Innovators
          16%                   68%                    13%                             3%
                     Table 9: Seating Arrangements on the Change Bus



So spare a thought for the innovative person who is trying to manage this change. If it
is the level V manager, it is easier as their position has a significant degree of power but
if it is an innovative Superintendant, it is much harder and they need help from top level.
That help just needs to be taking an interest in the project to nudge the innovation and
the naval gazing along, so that the terrorists in the organisation don’t derail the
improvements that will increase Shareholder returns.

To do this, the level IV and V managers need to understand the basics contained in this
paper. One of our customers achieved this change process from the Superintendant
level by building a multi disciplinary team who worked on the project. This produced a
strong coalition of knowledgeable people to drive the project forward. The amount of
such firepower required depends on where the organisation sits on the scale of
moribund to agile and innovative.

Conclusion

The selection of haul truck bodies to achieve Mine Productivity with an Appropriate Mine
Truck Body requires:

    •    Attention from all levels of the management,
    •    Innovative thought,
    •    A detailed understanding of the mine application,
    •    Working with the supplier to get the right result. This includes providing correct
         information,
    •    Correct application of what is quite simple maths
    •    An understanding of the organisations inner workings and who the innovative
         free thinkers are,
    •    An understanding of the pitfalls of using SAE volumes and
    •    An ability to conduct economic analysis and technical evaluation to ensure that
         the best value for shareholders is purchased rather than just the cheapest.


i


i
 Richard Lang is Chief Executive Officer of DT HiLoad Australia Pty Ltd. The company manufactures haul
truck bodies in Australia and there is an operation in South America. They have sold some 1000 bodies
in the world with over 150 in Australia. He is a graduate of the University of Queensland Engineering
School and holds a Master of Administration from Monash University. Richard is also a Graduate
Member of The Australian Institute of Company Directors. He has managed a Shipping business for
Patricks and was Managing Director of a manufacturing and maintenance business servicing the mining
industry. Prior to that, he was Sales & Marketing Manager for Argyle Diamonds.


                                                                                         Page 13 of 13

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177 Selecting Haul Truck Bodies

  • 1. 177- Selecting Haul Truck Bodies Increasing Mine Productivity with an Appropriate Mine Truck Body By: Richard Lang Date: October 2010 Page 1 of 13
  • 2. Increasing Mine Productivity with an Appropriate Mine Truck Body Introduction Achieving Mine Productivity requires input from all levels of management, Innovative thought, a detailed understanding of the mine application, working with the supplier to get the right result including providing correct information, correct application of what is quite simple maths and an understanding of the pitfalls of using SAE volumes. A truck body needs to suit the purpose rather than be a general purpose device. It needs to be selected to match the particular environment of the mine. The first part of that selection is matching the technical environment and the second part is making sure that the supplier and the mine have a common understanding. But first, look at who in the organisation should understand this process and the concept of the calculation. This paper is intended for a wide range of personnel. The main points covered are: • The importance for all levels of management to have an understanding • The huge financial payoffs possible • Traps for the unwary in angles of repose and loose bulk density as they effect achievable tray payload. Organisation Take a typical organisation structure as depicted below. Managing Director General Manager General Manager General Manager Commercial Technical Operations or Mine Manager Specialist Supt Mobile Supt Mining Mining Equip Services Maintenance Figure 1: Typical Organisation Structure Initiative, analysis and recommendations on equipment like truck bodies tend to happen at the Superintendant level. Is this a good idea? The short answer is yes but......... These people have to be heavily involved as they live with the consequences of the decision for years afterwards. Page 2 of 13
  • 3. However, I believe that people up the line need to understand the concepts in order for the organisation to achieve Mine Productivity. Mine haulage is a substantial cost in the scheme of things as shown in Table 1 below. TYPICAL OPEN CUT MINING COSTS Haulage 32% Drill & Blast 25% Loading 17% Other 26% Table 1: Mining Costs Given the substance of the issue, the top levels of management should understand the basics of haulage. Furthermore if you look at the responsibilities of the management levels in Table 2 below, there is an argument that because haulage decisions impact over many years, there is a need for senior management to take an interest. Level Time Horizon & Thinking Patterns V - Managing Director 5-10 Yrs & Conceptual Thinking – Creative, positioning the business as it sits in the industry. IV - General Manager 2-5 Yrs Reviewing recurring Issues, undertaking investigations and generally directing traffic. III - Superintendant 1-2 Yrs Action Focused on issues in front of them Table 2: Management Levels and their Focus The Company’s Board of Directors has delegated responsibilities for taking care of the shareholders money to the Managing Director and in turn the General Manager. So it is incumbent upon them to consider innovation especially when there are significant shareholder benefits to the decision. The level IV and V people in large organisations don’t need to be involved in the detail but they should understand enough to raise issues and make critical assessments on analysis presented. They also have a critical role in communicating the organisations appetite for risk and in which areas the company needs to move ahead to be in the lower quartile of the cost to revenue ratio curve for the industry. The average Superintendant left to their own devices will deal competently with the issues that present themselves for action in the 1-2 year time frame. The leadership task for the level IV and V people is to encourage the Level III people out of their comfort zone. In order to perceive the opportunities in mine haulage as well as to promote some critical thinking, the level IV and V people need to understand the basics of haulage analysis. Going straight to an example; a mine had been running for many years with the following empty truck weights which are driven by the tray weight. Page 3 of 13
  • 4. Reduction in Tray Weight Truck Empty Truck Possible - Number Weight Tonnes Tonnes 400 171 21 401 180 30 403 172 22 404 181 31 405 180 30 406 179 29 407 180 30 408 181 31 409 182 32 411 172 22 412 177 27 413 177 27 414 150 0 415 178 28 417 177 27 418 179 29 419 180 30 420 174 24 421 176 26 422 180 30 423 178 28 424 172 22 425 175 25 426 172 22 427 179 29 428 173 23 429 178 28 430 177 27 431 178 28 432 175 25 433 180 30 472 150 0 Average 27 Table3: Potential Reduction in Tray weight = Payload increase Can you imagine the financial implications if you carried 27 tonnes more or even just half of that every load on every truck. Truck Operating Hours per annum 5,500 Cycle time 40 mins Loads per annum per truck 8,250 Extra Tonnes carried per load 27 or say 20 to be conservative Extra Tonnes per annum per truck 165,000 - This is about 9% increase but potential is around 13% Number of trucks 30 Extra Tonnes per annum for the mine 4,950,000 OR park 3 trucks Imagine the extra revenue associated with that!! or Imagine the cost and capital savings of parking up between 2 and 4 haul trucks!! Table 4: Calculation of Savings So who in the organisation is going to come up with the creative thought to look at replacing the 30 odd trays with one that weighed less and lasted without increased maintenance? For years the people at the lower levels kept maintaining what was in front of them until a creative Superintendant / Manager came along and asked the question and started Page 4 of 13
  • 5. the assessment process. Soon the profits will be flowing to the shareholders as a result. So the point is that while the maths is very simple, it takes someone with a capacity for level IV or V thought processes to make it happen. That person may be someone on the rise through the ranks from Superintendant level or a level IV – V incumbent. So to achieve Mine Productivity everyone in the organisation needs to be paying attention to haulage at an appropriate level of detail commensurate with their position and the capacity of the people around them. Technical Assessment The designer has to make the body suitable for the impact loading, the abrasive environment and the nature of the material being loaded. Very large loading tools filling the body in a small number of passes will impart more “damage” than a smaller tool. Dropping the load from further away will also increase the “damage”.1 So in environments where the loading will be rugged, we suggest a 25mm floor for the DT truck body. We have not seen damage in the loading impact area with this policy. For less arduous environments we suggest a 19mm floor. The trade off is weight and longevity. With material having a Bond Abrasiveness Index of 0.34 (eg hard rock – gold mine) , we expect that over the rear 2-3M of the floor, all but the last 100mm of the body will wear at 0.85mm/1,000 Hrs. The treatment here is to let the body wear and then add wear tiles in the worn areas to bring the body back to the original weight. In less abrasive environments, the wear process will take longer but the tile solution is the same. In coal, the body may only ever get three rows of tiles at the rear over its life. In aggressive environments where the material is sharp and harder than the material with Bond Abrasive Index 0.34; then specific tile packages can be provided. DT HiLoad offers canopy protection plates and rear support rails for tough environments. In addition, the body comes with 19mm or 25mm thick floors. The tray manufacturer can’t do much about haul road condition, even though it does impact on body life. As the truck twists and slides over rough and slippery haul roads enormous forces are applied to the body and the chassis of the truck. Where all other factors are pointing in the direction of specifying a 19mm floor, poor haul roads may cause the mine to choose a 25mm floor to help cope with the higher stressed environment. Abrasive material will also push the body selection towards a 25mm floor model. For optimum Mine Productivity, the body needs to be rugged enough. Options selection is important for matching the application. 1 Damage is a term used in fatigue analysis whereby the number of stress cycles undergone by the material expressed as a fraction of the total number to cause failure allows “rainflow diagrams” to be drawn which relate the stress level and the frequency to the damage created during the loading. This allows the designer to see whether a large number of low stresses or a few large impacts are source of the “damage” which is consuming the body life. Page 5 of 13
  • 6. The sizing of the body is mathematically simple. Gross Vehicle Mass set by 384,000Kg the manufacturer: Less: Chassis Weight 118,000Kg Less: Weight of the body 30,000Kg Equals: Payload Allowable 236,000Kg Loose Bulk Density of 1.6 material: Volume of body required for 147M3 material Fill Factor 0.9 Volume of body required 163M3 Body size to order 170M3 Table 5: Body Volume calculation Two questions arise from this calculation, firstly the loose bulk density number and the volume. What volume and what density? Loose Bulk Density If the mine supplies the supplier with a loose bulk density number from the feasibility study done for the original mine development analysis – that can be risky because today’s reality may be different. An error of 10% in the bulk density will result in a matching error in the target truck body size. The build up from Bank Density (the density in the unfired material) to the density in the truck is shown in Table 6 below. Bank Density 2.2 T/M3 Swell Factor 1.30 (say) Bulk Density as fired 1.69 Swell Factor 1.05 Loose Bulk Density in the truck 1.61 Table 6: Example of relationship of Bulk Densities Accurate numbers can be obtained using a scanner in conjunction with a set of truck scales. The trucks are scanned and weighed empty and again when full. The increase in weight and the volume difference yields the material density. If the mine is processing different materials, the density needs to be calculated for each material eg overburden and ore. Reconciliations between surveyed volumes and weightometer readings at the plant will calculate bank Density. Knowing the number of truckloads will allow calculation of Bank M3 per truck load but don’t be confused as using that density will result in the wrong sized tray. Note also that there will be a small density difference between material in a shovel dipper and the truck or as shot. Furthermore, you need to measure the moisture content at the time of calculation as if done in summer at 2% moisture, there will be a difference in payload in winter at say 6% moisture. The moisture will not usually increase the volume measurably but it will add to the weight. Page 6 of 13
  • 7. Figure2: Scanning and weighing of empty and Full Trucks by Transcale of Queensland Australia Ph +61732170311 Unless the mine wants dedicated haulage fleets for each material, then the body should be sized to the lightest material. This yields the biggest body so there needs to be loading control when the most dense material is carried. If the amount of light material is relatively small, it may be decided that the optimum solution is for a smaller body. This illustrates how managing Mine Productivity involves some tradeoffs and the importance of getting the loose Bulk Density right. Readers should be aware that mistakes have been observed in practice associated with the above points – otherwise how does a mine get a body that is too small for the task? Body Volume The 147M3 body volume calculated in Table 5 above, is not enough as we can’t have the load spilling over the sides, leaving rocks at the loading area. Also when the truck climbs a 10% grade on the haulroad, there needs to be some free space at the tail so that rocks don’t roll off onto the haulroad. The 90% fill factor allows for this and variations in density in order to target the allowable payload of the truck. Depending on the expected variations in loading and material density it is quite important to think about what size of body to order. The loading tool operator needs to be able to get the +10% and the +20% loads in the tray in order that the truck will average the design payload. The OEM loading rule is generally that 10% of the loads can be 10% over the target payload while no load should be more than 20% over and the average of all loads should be the Allowable payload or less. At one mine site, we looked at 22,000 truck loads from 11 loading tools and the Standard Deviation of each load overall was 9.8%. That means that it is impossible to achieve the average without a policy of tipping off the +20% loads. Overloads would be 2.5% of the total according to the theory of normal distributions where the band Page 7 of 13
  • 8. within two standard deviations (ie +2*9.8 = 20%) is covering all but 2.5% at the end of the distribution. In fact, this set of data had 89 loads =0.4% of loads over the +20% target. This indicates that the loading tool operator was taking some care not to overload, making the distribution not a classical normal distribution. To manage the situation, the policy of tipping off the +20% load needs to be adhered to or the loading tool operator is given a lower target payload so that the natural variation in loads does not drift over the +20% target. The data also illustrates that if the body is merely sized to the target payload, then how will your average achieve that target? When the truck has the +10% load on board, assuming that it is sized to 90% fill factor, the material will be spilling over the edges. Fragmentation can help reduce the variation and increase fill factor in the dipper. In statistical terms, this means that if you reduce the standard deviation of the dipper passes, the standard deviation of the truck payloads will tighten up and that means the chance of overload is less. Improved fragmentation can sometimes be achieved by more careful placing of the explosives and managing the timing rather than using more explosives. The next thing effecting body volume is the angle of repose. Different materials will stack at different angles depending on the way the particles interlock and rill. Moisture content can affect this angle as well. When calculating the volume of a body you need to assume this angle. So there is a point of difference possible from different suppliers. There is a standard which is widely used in the industry called SAE J1363. That calculates haul Truck Tray Volume by the following means: It takes the “Struck volume” which is conceptually a water holding capacity and then you add a volume of a pyramid shape with sides sloping at 2:1 (if that is the standard complied with). So it looks like Figure 3 below. Figure 3 : SAE 2:1 Volume representation We all know that material doesn’t stack like that. You might think that it doesn’t matter because all trays being considered having the same “error”. But that is not true. Trays with different shapes will have different actual carrying volume ratios to their SAE 2:1 heaped volume. Then to add confusion there is a thing called SAE Field Heap. Page 8 of 13
  • 9. Furthermore, not everyone is “tight” in their use of the standard. One contractor we deal with filled truck bodies to overflowing and measured the volume showing that the actual was 15% less than SAE. We had one mine site that was confused by suppliers claiming tray volumes which made no relative sense to each other. The reason was that one supplier had used an inappropriate angle of repose. Figures 4 and 5 below show the extent of the volume difference. The angles in Figure 4 are actual from a field example! The 38degrees was the angle that a competitor tray volume was calculated at. The 26 degree line represents 2:1 stacking angle . Figure 4: Representation of Volume Difference with variation of Angle of Repose Repose angle vs. Load cone volume (m3) 210 210.2 Body Capacity (m3) 200 194.4 190 180 180.2 170 170.9 25 30 35 40 Repose angle (deg) Figure 5: Impact on Stated Volume of Change in Angle of Repose What you really want to know is how much will the tray hold. We all have computers at our disposal now so we don’t need techniques rooted in the days when we added up squares on graph paper to calculate the volume of things. Figure 6: A representation of how Material Stacks – DT Volume Page 9 of 13
  • 10. Given the volume, if you assume 90% fill factor and multiply by the loose bulk density, you will get the payload mass. We find that theory matches reality pretty well as depicted in Figure 7 below. Figure:7: 244Tonne in a body with a target payload of 240Tonnes Just in case the argument is not convincing enough just yet. Below is a table that shows the stacking angles or Angles of Repose of various materials. Note that the SAE 1:1 and 2:1 slopes used in the calculations can give answers a long way from reali reality. The angle used should be the angle that the material sits at in the truck after being agitated or shaken as that may be flatter than the angle it will freely sit at when carefully piled on the ground. Angle of Repose θ Distance along Typical Range of Angle of Repose for Materials horizontal To 1 up Degrees tan 20.0 0.36 2.7 22.5 0.41 2.4 25.0 0.47 2.1 SAE angle for 26.6 0.50 2.0 wet sand Top heap soil & clay 27.5 0.52 2 1.9 30.0 0.58 8 1.7 32.5 0.64 1.6 soils 35.0 0.70 0 1.4 coal 37.5 0.77 1.3 Gravel 40.0 0.84 4 1.2 & small Crushed SAE angle for bottom 42.5 0.92 1.1 material section (struck Vol) 45.0 1.00 1.0 47.5 1.09 0.9 50.0 1.19 0.8 Table 7: Angles of Repose Page 10 of 13
  • 11. So to achieve Mine Productivity care needs to be taken when interpreting the volume of a tray. What you really want to know is how much material it will carry given the loose bulk density and angle of repose settings. Now that we have computers, the industry shouldn’t be using approximations like the SAE method. Some Other Things Under sized bodies can be selected by merely looking at the payload calculation as depicted in the Table 5 ie 236,000Kg. Yes the truck will carry it but if the body can’t fit the volume in, then you won’t be averaging that payload. It seems straight forward but this error has been seen in the field. As suppliers, we get concerned when confronted by assessment spreadsheets built by customers like the one below in Table 8 The concerns of this, from a supplier viewpoint are: • What is the customer interpreting from the SAE volume? Do they think that the truck will be carrying this amount? You can bet the level IV and V managers who don’t have a detailed background in this area, think it will be. • The payload is calculated without options and wear pack. So how is that number relevant in comparing suppliers? The analyst says they will take it into account later – but will they recalculate the payloads? The weight of the wear pack and accessories are part of the Empty Vehicle weight and are significant. Unit of Detail for Company measure XYZ Supplied Information Gross Vehicle Weight tonnes 384.0 Chassis Weight tonnes 138.1 Unit of Tray Tray Volume measure Supplier XYZ Co Make & Model of Tray text *****-150-19 3 Volume of Payload SAE m 160.0 Payload tonnes 221.0 Tray Weight (before options/wear pack) tonnes 24.5 Check - Payload Must = 0 0 Table 8: Worrying Assessment by a Customer The point is that to get good decisions and achieve Mine Productivity, attention to detail is vital and not always easy when information comes from numerous sources. Secondly, this is not a process which is undertaken every year so people forget. Page 11 of 13
  • 12. Economic Evaluation In some organisations this is where the investment decision that has the potential to increase Mine Productivity can go astray. It is the part of the process where commercial people are dealt into the team. If they do not understand the issues, the spreadsheets will not bring out the salient points. Focus on capital cost; unless the company is artificially constrained, is rarely going to maximise the shareholders position. One mine we know has been analysing the issue for over eighteen months. If they had bought the trays, six months after they started the analysis, they would be paid for by now through cost savings. So how your company goes about managing change and analysing projects also impacts the potential for improving Mine Productivity. Floor thickness If a body with lots of buttressing or bolsters is the same weight as a body without them, you need to ask how that can be so. Figure 8: Butressing consumes weight that has to be saved elsewhere Usually it will be found that the floor thicknesses are quite different in bodies like those illustrated in Figure 8. With a thinner floor, there is less wear allowance. That can only mean less life or more maintenance cost unless the body is carrying benign material which never wears the body. Implimentation Change is a process which needs to be managed and if you are looking to buy something other than the stock standard repeat of what you have been using, there will be people to be managed as depicted in Figure 8 below. Figure 8: The Change Bus Source: Strategic Partnering by Tony Lendrum Page 12 of 13
  • 13. Percentage of people in a Typical Organisation Terrorists Followers Early Adaptors Innovators 16% 68% 13% 3% Table 9: Seating Arrangements on the Change Bus So spare a thought for the innovative person who is trying to manage this change. If it is the level V manager, it is easier as their position has a significant degree of power but if it is an innovative Superintendant, it is much harder and they need help from top level. That help just needs to be taking an interest in the project to nudge the innovation and the naval gazing along, so that the terrorists in the organisation don’t derail the improvements that will increase Shareholder returns. To do this, the level IV and V managers need to understand the basics contained in this paper. One of our customers achieved this change process from the Superintendant level by building a multi disciplinary team who worked on the project. This produced a strong coalition of knowledgeable people to drive the project forward. The amount of such firepower required depends on where the organisation sits on the scale of moribund to agile and innovative. Conclusion The selection of haul truck bodies to achieve Mine Productivity with an Appropriate Mine Truck Body requires: • Attention from all levels of the management, • Innovative thought, • A detailed understanding of the mine application, • Working with the supplier to get the right result. This includes providing correct information, • Correct application of what is quite simple maths • An understanding of the organisations inner workings and who the innovative free thinkers are, • An understanding of the pitfalls of using SAE volumes and • An ability to conduct economic analysis and technical evaluation to ensure that the best value for shareholders is purchased rather than just the cheapest. i i Richard Lang is Chief Executive Officer of DT HiLoad Australia Pty Ltd. The company manufactures haul truck bodies in Australia and there is an operation in South America. They have sold some 1000 bodies in the world with over 150 in Australia. He is a graduate of the University of Queensland Engineering School and holds a Master of Administration from Monash University. Richard is also a Graduate Member of The Australian Institute of Company Directors. He has managed a Shipping business for Patricks and was Managing Director of a manufacturing and maintenance business servicing the mining industry. Prior to that, he was Sales & Marketing Manager for Argyle Diamonds. Page 13 of 13