Mine Reconciliation – Standardization Please

Mine through mill reconciliation, in my view, is an under appreciated topic that could benefit from more conversation amongst industry members. Unfortunately, reconciliation is sometimes viewed as a time consuming frustrating activity, with what some consider less than verifiable results.  However given the ongoing innovation that we are seeing in mining, reconciliation may need to play a bigger role than ever.
The mining industry is implementing more and more technology in the mining cycle.
For example, this can range from AI assisted resource modelling, down hole logging, blast movement tracking, GPS controlled dig limits, MineSense bucket grade tracking, load scanning, truck dispatch control, smart mining and edge computing, online grade analyzers, belt weightometers, drone surveying of stockpiles, and real time process controls.
Lots of different innovations are continually being adopted by the mining industry, contrary to what some may say.
The question is does all this innovation improve the overall performance of a mining operation, and if so, by how much? It can cost a lot of money to implement the new technology, is there a payoff?
One cannot answer those questions if one doesn’t undertake proper mine reconciliation. A concern might be that mining is innovating faster than the ability to assess the results of that innovation.  To monitor it, you need to measure it.

What is Mine Reconciliation

Mine reconciliation is the process of comparing and aligning the estimated production with the actual production from mining and processing. It requires assessing the accuracy of pre-mining predictions against actual results to identify inconsistencies in the system and hopefully improve it, be it resource estimation, mine planning, or process efficiency. Comparisons can be made between multiple stages in the mining system, as shown in the image below.
  • Mine reconciliation requires information such as initial predictions from exploration data and geological models, actual measurement: data from mining sources, such as blast holes, stockpile samples, or mill feed. As well it will need data on the final product being shipped off site. Do the metal quantities balance out throughout the mining operation?
  • Mine reconciliation tends to aggregate over longer time periods (monthly, quarterly or annually) due to short term impacts of material handling in stockpiles and plant circuits and the labour time needed to collect the input data.
  • Mine reconciliation ultimately attempts to assess how well the delivery of the final metal product relates to the initial resource model (i.e. what the project decision was originally based on)? It is also tool to evaluate the impact of any innovation implementation on the operation.
  • Reconciliation will help mine operators highlight issues and optimize extraction, manage costs, and ensure compliance with regulatory or investor expectations. Factors such as poor resource estimation, excessive dilution and ore loss, inaccurate sampling, etc. can cause discrepancies, making reconciliation an important part of any operation.
  • The reconciliation process is also used to derive Mine Call Factors. These factors are used to modify the forecasts from long range models, short range models, and grade control models to better represent the actual performance the operation will likely see. Large call factors suggest something is amiss in the “forecast to actual” progression. The first problem is to identify the causes. The list of the common sources of error can be lengthy. Then, once identified, the second problem is how to fix them.
Harry Parker initially suggested various reconciliation parametrics and labelled them F1, F2, F3. In a 2009 paper by Fouet titled “Standardising the Reconciliation Factors Required in Governance Reporting”, indicates that Rio Tinto had decided upon fifteen  (15) different possible reconciliation correlations (see image below). Each one provides an insight on the efficiency of the operation in one way or another. I have seen modified versions of the reconciliation relationships, so it appears there may be no industry standard at this time. Fouet was asking about industry standardization in 2009 (an excellent paper to read by the way).

Mining Codes Getting Involved

It appears that the JORC Code may be recognizing the importance of reconciliation. In an August 2024 Exposure Draft JORC is suggesting the following text: “Where an Ore Reserve has been publicly reported for an operating mine, the results of both production reconciliation and any prior estimate comparison must also be included in the annual Mineral Resources and Ore Reserves statement. Refer to Clause 2.36. The relationships and variables being reconciled must be described in plain language or depicted graphically and must include reconciliations of both the Mineral Resources and Ore Reserves.
Interestingly, it appears that NI43-101 has not yet jumped on the bandwagon about the importance of disclosing reconciliation results. However, it may just be a matter of time before it becomes one of their disclosure requirements.
If more regulatory focus will be put on mine reconciliation disclosure, then perhaps more industry standardization is warranted. This would help better define some of the terminology and “F factors” shown in the diagrams above to ensure consistency and help avoid each mine doing reconciliation in their own way.

Excel versus Cloud Based Reconciliation

Each mine site may be unique with respect to; ore sources; terminology; ore types; mining methods; stockpiling philosophy; processing methods; technology availability; and personnel capability. So often the easiest approach for mine reconciliation is based on the Excel spreadsheet. (Reconciliation is generally not an easy undertaking).
Spreadsheets can be built site specific, based on an operation’s unique characteristics.
Spreadsheets are often built by a user for that user. They are tailored for the tailor. In my experience, typically the modeler is the only one comfortable with an Excel model’s logic, since all of us may think differently. Unfortunately, with the spreadsheet approach, it becomes more difficult to standardize an industry wide reconciliation process.
An alternate solution to spreadsheets is to use a cloud based standardized software package. Toronto based Minebright has one option, called Pit Info (see link for more info). There are a few other reconciliation software applications available. They tend to be cloud based, hence multiple people can have access to the input modules or output modules.  (I would like to thank the Minebright people for steering me towards some of the technical papers on this subject).

The cloud based approach may help make reconciliation a group effort instead of a tightly controlled internal function. It may also help standardize reporting from a company’s multiple operations, reporting from the mining industry globally, or simply for consistent JORC reporting.
The downside to the cloud approach is the mine site teams must learn the software and tailor it to their operation. However, once that hurdle is passed, personnel changes become less onerous due to the model consistency. I have seen cases where a person doing the Excel reconciliation task has left their job, and hence forward the reconciliation effort came to a halt. The people remaining may be too busy or simply don’t want to have to figure out the Excel logic of someone else.
The other nice thing about a cloud software approach is that when improvements are rolled out, every user gets the same update. The “wisdom of crowds” will result in learnings and suggestions that will tend to improve the application functionality over time. There are a lot of smart people out there, and it would be nice to see them working together rather than individually, as the open source software community has demonstrated.
With AI, we also may get to the point where cloud based mine reconciliation platforms can use learnings from other projects, and help identify where the likely technical shortfalls are at a mine site and why production is not reconciling. Let’s ask AI do some of the thinking for us to get to the bottom of a problem.

Conclusion

Mine reconciliation is becoming more and more important, but it can be a forgotten aspect. Sometimes this is because it is difficult to do properly. However, that doesn’t mean it shouldn’t be attempted. The more one can learn about one’s operation, the more likely it can stay efficient, relevant, and in business. The more one knows whether technology improvements are making a difference, the more one may be willing to take on even more new technology.
Shifting some people (like me) away from Excel based solutions can be a challenge, but this is an area where it makes sense. Years ago, many engineers did mine production scheduling using Excel, but we have gradually moved away from that, thankfully.   Reconciliation should maybe follow that path.
Disclaimer: Mining is a global business, and perhaps more progress is being made on reconciliation standardization than I am aware of sitting here in my Toronto office. Mine operations around the world are at the forefront of developing new systems. Perhaps we are seeing great things being done in the area of mine reconciliation, or maybe we are not. Please share your experiences if you’re comfortable doing that.
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Spying on Tailings Using Satellites

There have been recent heap leach pad failures in the Yukon and Turkey and tailings dam failures in Chile and the Philippines.  As a result I have been seeing more posts on LinkedIn about the application of satellite based InSAR deformation monitoring.  Prior to that I had never heard of InSAR, so thought a little bit of background study might be worthwhile.
The following are my observations on what InSAR is and where it may be going.  I am by no means an expert in this technology.  I am merely viewing it from the perspective of a mine design engineer.

What is InSAR

InSAR is satellite-based “Interferometric Synthetic Aperture Radar”.    It can measure the distance from a satellite to a ground feature.  With repeated imaging it is used to detect changes in distance and measure displacements to within 5-10 millimetre accuracy.  Hence it can be used as a potentially cost-effective slope monitoring tool, albeit it cannot be the only tool, as discussed later.
The relevant satellite images have been available for years.  Currently the availability of analytical software to interpret the satellite data is improving.   It can detect millimeter-scale displacements, however only in the line-of-sight (LOS) direction of the satellite.   Using two or more satellites in different orbits, displacements in horizontal and vertical directions can be defined.
An example of a satellite being used is the Sentinel-1, launched in mid-2015 by the European Space Agency. This satellite information is open-source data.  It will have a 6 to 12 day revisit cycle in many locations.
The results of an InSAR displacement survey are typically shown as a series of colored data points, typically coloured green for the stable points, trending to yellow and red for points that are moving.
This blog has some example images.

Some Limitations With InSAR

There are some limitations with InSAR, so it can only be part of a monitoring program.  These limitations are:
  • The displacement direction is only measured in the direction of the satellite.  Hence one may not know in which direction the movement is occurring.  The magnitude of displacement could be underestimated depending on the apparent angle of measurement.
  • The movement being measured could consist of vertical settlement due to material consolidation and may not be horizontal and related to impending failure.
  • The displacement magnitude measured on opposite sides of a facility may have different accuracy, depending on the slope orientation versus the line-of-sight.
  • Areas with heavy vegetation may be difficult to monitor
  • Areas with heavy or persistent cloud cover can be difficult to monitor.
  • Areas with snow cover will be difficult to monitor.
  • The satellite return period may be weekly or every two weeks, so one is not able to analyze daily movements if a situation is critical.  If the return visit day has cloud cover, there will be no new satellite data collected.
  • Areas with on-going construction or tailings deposition will lead to erroneous results.
  • Due to the line of sight, not all slope failure modes may be detectible (for example piping failure).
Regardless of these limitations, InSAR can still play a role in any monitoring program since it is able to monitor large areas quickly.   Consider it as a pre-screening tool, being aware that not all failure modes may be detectible with it.

Discussion

On LinkedIn, one can see numerous posts where independent experts are examining historical InSAR data for recent failures to see whether early movement should have been detected.  The results seem to be quite positive in that areas that have failed might have been red-flagged prior to failure.
There are also zones that showed critical displacements but have not failed.
Typically, there are four ways to monitor displacement in pit slopes, tailings dams, heap leach pads, and waste dumps.   They are:
  1. Insitu monitoring using embedded instruments, for example slope indicators, extensometers, and settlement gauges.  These instruments provide information on what is happening internally within a slope, where actual movement is occurring, and they can be used in warning alert systems.
  2. Surface monitoring using radar (ground based InSAR) systems and survey prisms.  These tools measure only surface movements in selected areas, can be monitored as frequently as needed on an automated basis, and integrated into warning alert systems.
  3. Drone or aerial surveys can be used to measure topography and monitor movements over large areas.   This method requires a data processing delay (not real time) to derive the movement information, but such surveys can be done as frequently as needed.
  4. InSAR from satellite can be used over very large regions to highlight areas with movement.  That should trigger the implementation of one or more of the other monitoring approaches (if not already in place).

Conclusion

A mining site consists of numerous constructed embankments and slopes of all types and heights.  Many of these slopes may be creeping and moving all the time – it’s a living beast.
The operator’s awareness about their site will be better the more monitoring tools they use.  This awareness is important given the critical role that slope stability plays.  We will see if InSAR technology achieves much wider adoption in the mining industry as a first phase of a stability monitoring programs.
Since InSAR monitoring is done from space, it does not require access to a property.  Hence it can be used by third parties or NGO’s to “spy” on facilities of concern anywhere.
Possibly over the next few years we will see independent donor-funded organizations monitoring tailings facilities around the globe.  They will be able to notify the public and mine operators “Hey, there is some movement on this mine site that needs to be addressed”.    An organization called World Mine Tailings Failures has started some discussions on this concept.   Check it out.
Finally, it is great for a mine site to collect a lot of displacement data, hopefully to forewarn of movement, displacement acceleration, and imminent failure.  However, this assumes that someone experienced is interpreting the data and its not just generating graphs for the file cabinet.   Perhaps AI can play a role here in the future, if the technical personnel to do this are lacking.
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Mining Under Lakes – Part 1: Examples

Mining Under Lakes
Springpole Project

Springpole Project

I recently saw an investor presentation from First Mining Gold about their Springpole Project. The situation is that their open pit is located within a lake and will require the construction of a couple of small cofferdams to isolate the pit area from the lake. The concept is shown in this image.
Over the last couple of years I have been involved in a few early-stage studies for mining projects in which nearby bodies of water play a role in the design.    In Canada’s north there are thousands of lakes and rivers, so its not surprising to find mines next to them.
That got me thinking about how many other mines are in the same situation, i.e. projects that may be located very close to, or within, a lake, river, or ocean. Hence I have compiled a short list of a few such mines.
I have been directly involved with some of those in the list, while others are only known to me with limited detail. Some mines I had never heard of before, but their names were provided to me by some Twitter colleagues.
My observation is that building a mine within, or adjacent to, a body of water is nothing new and this has been done multiple times successfully.
Some of these projects may refer to the dams as “dikes”, “cofferdams”, “sea walls” but I assume they are all providing roughly the same function of holding back water for the life of the project.  They are not viewed as permanent dams.
This is Part 1 of a two-part blog post. Part 1 provides some examples of projects where water bodies were involved in the design. Part 2 provides a discussion on specific geotechnical and hydrogeological issues that would normally have to be examined with such projects.

Some Lake Mining Examples

The following are some examples of operating mines involving lakes. I have captured a few Google Earth images, unfortunately some have only low resolution vintage satellite imagery.

Diavik Diamond Mines, NWT

This is a project I was working on with in 1997 to 2000 while it was still at the design and permitting stage.  My role focused on pit hydrogeology and geotechnical as well as mine planning.
The project would require the construction of three dikes in sequence to mine four lakebed kimberlite pipes.
The three dikes were named after the associated kimberlite pipe being mined inside it; A154, A418, and A21.
The first dikes were built in 2002 and the last dike (A21) was completed in 2018.
The total dike length for the three dikes is about 6.2 km.
For those interested in learning a bit more about Diavik, I have posted an earlier article about the open pit hydrogeology there, linked to at " Hydrogeology At Diavik – Its Complicated".
Diavik mines

Gahcho Kue, NWT

This is a DeBeers diamond project was built in 2016 and required the construction of several small dikes to allow access for open pit mining.    The photos show the pre-mining situation and the site as it is today.   One can see the role the lake would play in the site layout and the need for multiple small dikes.
Gahcho Kue diamond mine

Meadowbank, NWT

This is an Agnico-Eagle gold mining operation built in 2010 that required a cofferdam to be built around one of their open pits (see image).
The total dike length is about 2000 metres.   I don't know much more about it than that unfortunately.
Meadowbank Mine

Cowal Gold Mine, Australia

Yes, a lake in Australia ! This is a former Barrick operation, now owned by Evolution Mining, and is another example where the mine is located within the shoreline of a lake (Lake Cowal).    I don't know much about this, the name was kindly provided to me by a colleague.
The total dike length appears to be about 3000 metres.
Cowal Gold Mine

Rabbit Lake Sask

The historical Rabbit Lake uranium mining operation required the construction of cofferdams around a few of their open pits.  They are now reclaimed and flooded.
Rabbit Lake uranium

St Ives Gold Mine, Australia

This is a unique situation in that several pits are located within an ephemeral (intermittent) salt lake and dikes were required to prevent pit flooding during wet season.
St Ives gold mine

Some River Mining Examples

The following are some examples of operating mines involving rivers.  Rivers provide a somewhat different design challenge since they have flowing water, who's volume and velocity may change seasonally.    Constrictions in the river created by the dike itself may increase the flow velocity and erosion potential.

Gorevsky Mine, Siberia

This lead-zinc operation has an orebody that extends into the Angara River.
This mine has built a fairly large cofferdam into the river, and is currently mining a large pit within it.  The total cofferdam length appears to be about 4000 metres.
It would be interesting to see how close the pit will get to the cofferdam.   We'll check back in a few years.
Gorevsky Mine

BHP Suriname Bauxite Mine

This is a project I was involved with several years ago.  The bauxite deposit extends beneath the Suriname River and the goal was to mine as much ore as possible.
Given the flow rates in the river, especially during the wet season, it would be difficult to maintain a cofferdam out into the river.
The shoreline overburden consisted of sands and soft clays, so the decision as made to construct a sheet piling wall along the river bank to protect the pit from river erosion.   This was mined out successfully and eventually reclaimed.
Suriname Bauxite Mine

McArthur River, Australia

In situations where the river (creek) is small enough and the topography allows, one can divert the entire river around the mine.
There are several examples of this in Canada and elsewhere.  Here’s the McArthur River lead-zinc mine in Australia, where they channeled their small river around the open pit.
McArthur river diversion

An Ocean Example

There are some examples of mining near the ocean. These operations may need to deal with large storm water level surges and large tidal fluctuations.   The Island Copper Mine on northern Vancouver Island is an example where they mined close to the shoreline but not actually into the ocean (as far as I am aware).

Cockatoo Island Mine, Australia

This interesting iron ore mine has an ore zone that dips 60 degrees, is 35 metres wide, with a strike length of more than one kilometre.
A sea wall was constructed to prevent any tidal water from entering the open pit that was to be mined, with reportedly high tidal fluctuations there.
Cockatoo iron mine

Conclusion

As one can see, the idea of mining into a body of water is nothing new.   Its not a preferred situation, but it can be done economically and safely.   The technical challenges are straightforward, and engineers have dealt with them before.  However there also are instances where the design could not economically address the water issue, and thus played a role in the mine not getting built.
If you know of other mines not listed above that have successfully dealt with a water body, please let me know and I can update this blog post.
This concludes Part 1.  Part 2 can be read at this link " Mining Under Lakes – Part 2: Design Issues" discusses some of the concerns that engineers need to consider when building a mine in these situations.

Pantai Remis tin mine

Finally, the worst-case scenario is shown in this grainy video of a tin mine (Pantai Remis Mine) pit slope failure.  It seems they mined too close to the ocean.  Watch to the end, its hard to believe. Its looks like something out of a Hollywood disaster movie.

 

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