Articles for May 2015

13. Pit Wall Angles and Bench Width – How Do They Relate?

The inter-ramp wall of a pit will consist of a series of stacked benches.  Geotechnical engineers will normally provide the pit slope design criteria based on the inter-ramp angle (“IRA”) for sectors around the pit.  The IRA represents the toe-to-toe slope angle, as shown in the diagram below.

Pit Slope Image for post

The inter-ramp angle can be created in many ways, depending on the bench height (“BH”), bench face angle, and the Catchbench or berm width.  Different combinations of these can be used to develop the same inter-ramp angle.
Typically the bench face angle (“BFA”) will be dictated by the rock strength, the structural fabric, and whether controlled blasting is used to minimize damage to the walls.   Hence the BFA may vary around the pit or in different rock types, but it generally is in the range of 60° to 75°.
The catchbench (“CB”) is used to catch spalling rock and prevent it from rolling down the pit wall and creating a safety hazard.  A rule of thumb is that the catchbench width should be according to the formula 4.5m + 0.2H, where H is the height of the bench.   This means the recommended catchbench width for a 5m high bench should be about 5.5m; for a 10m high bench it should be 6.5m; and for 15m high bench it should be 7.5 metres.
Double benching (or triple benching) is used where the inter-ramp slopes angles are steep enough that single benching would result in an overly flatten slope.   For example if the inter-ramp slope is 50° and the BFA is 70°, then the corresponding calculated catchbench width would be 2.4 metres to achieve the 50° IRA.  However such a small catchbench would be ineffective in catching ravelling rock.  If one double benched (i.e. left a catchbench every 10m instead of every 5m), then the calculated catchbench width would be 4.8 metres.  If one triple benched (i.e. left a catchbench every 15m), then the recommended width would be 7.1 metres.  Hence triple benching would be suggested in this case, assuming the rock mass is of sufficient strength to sustain a 15m high face.
A simple calculator (Bench Slope Calculator) has been prepared to show the relationship between all the factors.  A screenshot of the calculator is shown below.  It allows one either to back-calculate the IRA given a set of bench height, BFA, and catchbench criteria; or calculate the catchbench width given the height, BFA, and IRA criteria.  The yellow shaded cells represent input cells.

Bench Slope Calculator Pic

Single Bench Height (BH):  this is the input height of a single operating bench.
No. of Benches between Catchbenches:   this is the input for single, double, or triple benching.
Total Height (TH):  this is the calculated total height (# of benches X single bench height)
Bench Face Angle (BFA):  this is the input bench face angle, in degrees
Catchbench (CB):  this is the width of the catchbench, either as an input or a calculated value.
Inter-Ramp Angle (IRA): this is the slope angle in degrees, either as a calculated value or an input.
My bottom line is that the inter-ramp angle can be achieved in different ways depending on various components of the slope profile.  Safety is of the utmost importance and therefore the adequate sizing of the catchbench is important, as is the ability to access the benches and clean up the rubble buildup.  Double and triple benching maybe required in some circumstances.
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12. Financings – It Helps to Have a Credible Path Forward

Let me say the obvious; the state of the junior mining market is not great these days.  The number of financings is down and it seems there are a lot of companies out there trying to get their piece of the financing pie.   People say there actually is a fair bit of private equity funding available but only for the right projects.
I have heard from geologist colleagues that financing grass-roots exploration is extremely difficult to acquire unless company management has had past successes and is well connected to the money scene. I’m told that 43-101 resource estimates alone don’t generate much excitement and for projects to be “on the radar” they need to be advanced to at least the PEA stage.  Investors want some vision of what the project will look like.
In the recent past I have become familiar with some junior mining company that were always struggling for cash while others seemed to have no problem in getting at least some funding to continue their efforts.  The biggest differences between these two situations were; (a) the top level management in place, (b) the type of project they had, and (c) if their path forward plan made logical sense.
Management is what it is, although companies generally do attempt to bring in experienced people with track records on either the executive level or the Board of Directors level.   Experienced management can hopefully establish if their projects will have a high probability of success or if the project is going to be a hard sell.  This will determine whether they should continue to spend money on the project.
In my experience, when in the financing mode, it is important that company management have the ability to present an orderly, practical, and realistic path forward for the project to demonstrate what they will do with the money.   I have participated in due diligence meetings and listened to a management team tell us they will have a resource estimate this year and be in production in two years.  Those around the table look at one another knowing that they will be lucky to have a feasibility study completed by that time and lucky to have their environmental permits in place.   It does not help the perception of a management team (or the project itself) if the path forward is unrealistic and unattainable, unless the management team have done it before.   Similarly low-balling cost estimates and presenting fantastic NPV’s will fool no one with experience and ultimately may do more harm than good towards credibility.
My bottom line is that in order for a project (and the management team) to get serious attention from potential investors is to make sure there is a realistic view of the project itself and have a realistic path forward.   Even a good property can be tarnished by making the technical aspects look over-promotional rather than real.  Make sure the right technical people are involved in the entire process and that company management are willing to listen to them.  Clearly explain how the money will be spent.
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11. Rock Value Calculator – What’s My Rock Worth?

The two key nature-driven factors in the overall economics of a mining project are the ore grade and the ore tonnage.  In simplistic terms, the ore grade will determine how much incremental profit can be generated by each ore tonne processed.   The ore tonnage will determine whether the total profit generated all the ore will be sufficient to pay back the capital investment for the project plus provide some reasonable financial return to the investor.
Focusing on the first factor of ore grade, in order to understand the incremental profit generated by each ore tonne one must first convert the ore grade into a dollar revenue value.   This calculation will obviously depend on metal prices and the amount of metal recovered.  For some deposits with multiple metals, the total revenue per tonne will be based on the summation of value from each metal, some of which may have different process recoveries and different payable factors.
I have created a simplistic interactive spreadsheet at this link (Rock Value Calculator).  A screenshot is shown below.  The user simply enters their data in the yellow shaded cells and the rock value results are calculated. One can zero out values for the metals of no interest.

Rock Value Calculator Pic

Price: represents the metal prices, in US dollars for the metals of interest.
Ore Grade: represents that head grades for the metals of interest in the units as shown (g/t and %).
Process Recovery: represents the average percent recovery for each of the metals of interest.
Payable Factor: represents the net payable percentage after various treatment, smelting, refining, penalty charges.  This is simply a rough estimate depending on the specific products produced at site.  For example, concentrates would have an overall lower payable factor than say gold-silver dore production.
Insitu Rock Value: this is the dollar value of the insitu rock (in US dollars), without any recovery or payable factors being applied.
NSR Rock Value: this represents the net smelter return dollar value after applying the recovery and payable factors.  This represents the actual revenue that could be generated and used to pay back operating costs.
The final profit margin will be determined by subtracting the operating cost from the NSR Rock Value.  These costs would include mining, processing, G&A, and offsite costs.  Typically large capacity open pit operations may have total costs in the range of $10-15/tonne while underground operations could be much higher.
My bottom line is that very early on it is important to understand the net revenue that your project’s head grades may potentially deliver.   This will give sense for whether you are a high margin project from an operating cost perspective or whether the ore grades are marginal and higher metal prices may be required.   The more one understands the potential economics of the different ore types, the better.
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10. Google Earth – Make Good Use of It

In a previous article (3. Site Visit – What Is the Purpose?) I briefly discussed the requirements for a site inspection to be completed by one or more Qualified Persons (“QP”) in a 43-101 compliant study.    Unfortunately the entire study team does not participate in the site visit; however the next best thing may be a viewing with Google Earth.  Here are the possibilities with Google Earth:
  • It can be used to fly-around the project area examining the 3D topography across the site.
  • It can be used to view regional features, regional facilities, land access routes, and existing infrastructure.
  • It  has the capability to measure distances, either in a straight line or along a zigzag path.
  • It has the ability to view historical aerial photos (if they exist) to show how the project area might have changed over time.
  • It can import GPS tracks and waypoints.  If a member of the study team has visited the site with a GPS, they can describe their route and their observations.
As an aside, also check the aerial photos and Bird’s Eye views on the Bing Maps website (www.bing.com/maps).  Sometimes those images can be different than what you will find in Google Maps or Google Earth.
My bottom line recommendation is to have a Google Earth session with your engineering team to view the project site and the regional infrastructure. A viewing session ensures that everyone sees and hears the same things about the site. It’s like taking a helicopter tour of the site with your entire team at once!  If people are working in different offices, this can be done via screen sharing in Skype, Glance, GoToMeeting, or any of the other online conferencing methods.    A “helicopter tour” like this would be a good agenda item at the first study kickoff meeting and is useful when done as a group with a “tour guide”.  This is better than people viewing the mine site by themselves on their own time.
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9. Large Consulting Firms or Small Firms – Any Difference?

I have come across some junior mining companies that have based the selection of their engineering consultant on the assumption that they needed a “big name” firm on the cover page to give credibility to the study.   This is an interesting dilemma that many smaller mining companies run into and also a dilemma for the smaller engineering firms trying to win jobs.  Large consultants may ultimately be higher cost due to their overheads, however their name on the study may bring some intangible value.
Based on my experience I feel that larger consultants are best suited for managing large scope feasibility level studies.  This isn’t because they will necessarily provide a better technical product, but rather they tend to have the management and costing systems in place to undertake the larger studies.  The larger firms will be able to draw in more management resources; for example, project schedulers and document control personnel.  Ultimately one will pay for all of these people, which may help in getting to the endpoint of the final study but it will come at a cost.
For certain aspects of a feasibility study, one may actually get better technical services from smaller specialized engineering firms.  However the overall coordination of a large feasibility study can be an onerous task and the large firms may be well positioned to do this.   In my view, likely the best result will come from a combination of a large firm managing the feasibility study but undertaking only the technical work where they can be deemed to be experts in.  The large lead firm would be supported by smaller firms for the specialized aspects, as per a previous article “Multi-Company Engineering Studies Can Work Well..Or Not”.
For smaller studies, like scoping studies (i.e. PEA’s) which can be based on limited amounts of technical data, I personally don’t see the need for the large engineering firms.  The credibility of such early studies will largely be based on the amount of data used to support the design assumptions; for example how much metallurgical testing has been completed; how much geotechnical investigation been completed; how much inferred resource is being used in the mine plan (see “PEA’s – Not All PEA’s Are Created Equal”).  A large firm’s use of limited data may be no more defensible than a small firm’s use of the same data.
One of the purposes of an early stage study is to see if the project has economic merit and would therefore warrant further expenditures in the future.  An early stage study is generally not used to defend a production decision.  In addition, the objective of an early study is not necessarily to terminate the project outright unless it is obviously highly uneconomic.   I have seen cases where larger firms, in order to protect themselves from limited data, were only willing to use the most conservative design assumptions. This may not be helpful to a small mining company trying to decide what to do with a developing project.
My bottom line is that for early stage studies like a PEA, smaller engineering firms can do as good a job as larger firms.  However one must select the right firm, review some of their more recent 43-101 reports to gauge their quality of work, and don’t hesitate to check their client references.   For the more advanced feasibility level studies, if the small firm indicate they can do the entire study too, one should be wary. Perhaps they can do parts of the feasibility study by sub-contracting to a larger firm but managing such large study may be beyond their internal capabilities.   Whether considering a small or large engineering firm, one needs to be aware of their strengths and weaknesses as regards to the specific study.
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8. PEA’s – Is it Worth Agonizing Over Details

As stated in a previous article (“PEA’s – Not All PEA’s Are Created Equal“) different PEA’s will contain different levels of detail due to the amount of hard technical data used in each.    The same statement holds within a single PEA itself whereby different chapters of the same study can be based on different quality of data.
I have seen PEA’s for which many of the chapters were fairly high level based on limited data but then some parts of the technical report may go into great depth and detail. This may not be necessary.  For example, if the resource is largely inferred then the mine production plan will have a fair bit of uncertainty built into it.  So there is not a lot of value in the engineers preparing a detailed tailings design concept for that mine plan.  Similarly there is little value in developing a very detailed operating cost model or cashflow model for a study which has uncertainty in many areas.  This is a waste of time and money, it adds to the study timeline, and may give the impression that the study is more accurate than it really is.
Differing levels of detail in the same study is a common problem when diverse teams are each working on their own aspect of the study.   Some groups may think they are working with highly accurate data (e.g. production tonnage) when in reality the data is still somewhat speculative.
My bottom line is that it is important for the Study Manager and Owner to ensure the entire technical team is on the same page and understands the type of information they are working with.   The final study should be consistent throughout.  Experienced reviewers will recognize the data gaps in the study and hence view the entire study in that light regardless of how detailed the other sections of the report appearing to be.
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7. Multi-Company Engineering Studies Can Work Well…or Not

Most, if not all, advanced studies these days rely on engineering teams comprised of participants from different consulting firms or from different regional offices of the same company.   This provides the opportunity to use specific expert consultants for different parts of the study, rather than simply pulling in a generalised team from a single firm.   My recollection is that many years ago large consultants would try to do the whole job in-house but that has changed and the multi-company approach seems to be the norm. This is partly being driven by the clients who wish to use specific consultants that they are familiar with and may have existing relationships.
In some instances, larger firms will still make the argument they can take on more of the project scope themselves.  However be careful in such offers because one can end up with less qualified teams seconded from their offices that are not very busy.  Possibly you won’t get the best; you may simply get who is available.
In many multi-company studies, few of the team members will have ever worked together before and so it’s a team building exercise right from the start.   I have had both good and bad experiences with these types of engineering teams.  Some of them work very well while others floundered.  Even if using different offices of the same company, things may not go as planned since even those people may not have worked together before.
To have a successful study team, two key factors in my experience are; (1) the competency of the Study Manager; (2) the amount (and style) of team communication.
The Study Manager is vital to keeping everyone working on the same page and making sure timelines are met. (I will have a future posting on the Study Manager topic).  A single team member delaying their own deliverables can then delay others on the team.  Some consultants have other projects underway and unexpected delays in one study may cause them shift onto their other study and then it sometimes is difficult to bring them back onto this project at a moment’s notice.
The Study Manager must also ensure that everyone understands what their deliverables are.   Generally this is done using a “Responsibility Matrix”, but these can sometimes be too general in nature.   Where cost estimation is involved, the Responsibility Matrix should be supported by a Work Breakdown Structure (“WBS”) where the costing responsibilities are assigned.  Given that contentious parts of many studies are the capital and operating cost estimates, I personally view the WBS equally as important as the Responsibility Matrix.  (I will have a future posting on the WBS topic).
Team communication is vital and there are different ways to do this.   Weekly or bi-weekly conference calls work well but these need to be carefully managed.  With a large team on a conference call, there is a fine line between getting into too much technical detail on certain topics versus not enough detail or members won’t understand the nuances of the project.   On some studies I have seen a weekly call restricted to one-hour long and then everyone runs off until next week’s call.  At the end of such conference calls, one has a feeling of it being incomplete. Perhaps people were not clear on something but hesitated to ask become the one-hour time is up.   In such cases it is important for the relevant parties to continue on or have a separate call.  Make it apparent to everyone that they should speak up if something is not clear to them, regardless of the time remaining.
My bottom line is that multi-company teams will work fine as long as the Study Manager is capable of doing his job in keeping the team organized.  It is not a simple task, not everyone can do it really well, but everyone (client and the other consultants) appreciate working under a good study manager.
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6. Metal Equivalent Grade versus NSR for multi-metals – Preference?

Some of the mining studies that I have worked on were for deposits containing multiple recoverable metals, for example Ag-Pb-Zn mineralization or Cu-Pb-Zn-Au-Ag mineralization.    Management discussions were held regarding whether to use a “metal-equivalent grade” to simplify the deposit grade or to use a Net Smelter Return (“NSR”) value.  The NSR would represent a $/tonne recovered value rather than a head grade value.
I have found that the geologists tended to prefer using a metal-equivalent grade approach.  This is likely due to the simpler logic and calculation required for an equivalent formula and it’s somewhat easier to select the cutoff grade based on similar projects.   Generally I have no reservations on the metal-equivalent approach for a resource estimate.   However from an engineering standpoint, I feel an equivalent-grade doesn’t provide a meaningful representation of the ore quality.   It is more difficult to relate to the head grades to an operating scenario that may rely on different mining and processing methods generating different final products (e.g. dore versus concentrates).   The NSR makes it easier for me to relate to the actual ore quality.
The NSR calculation will require more input data, such as metallurgical recoveries, concentrate characteristics and costs, and smelter payable parameters.  However the end result is an NSR block value that can be related directly to the operating costs.   For example if a certain ore type has an on-site processing cost of $20/tonne and G&A cost of $5/tonne, then in order to breakeven the ore NSR block value must exceed $25/tonne.   If one decides to include mining costs and sustaining capital costs, then the NSR cutoff value would be higher.  However in all cases one can directly relate the ore block value to the operating cost and use that to determine if it is ore or waste.  This is more difficult to do with equivalent grades.   Using the NSR, the operating margin per block is evident immediately.
If using pit phases to start mining in high grade areas, one can immediately get a sense for the incremental benefit by looking at the profit margin per pit phase.
A drawback to the NSR block value approach is that its calculation will be based on specific metal prices.  If one chooses to change the metal prices then one must recalculate all the NSR block values.  In some studies, I have seen higher metal prices used for resource reporting and then different metal prices for mine planning or reserves.  In such cases, one must generate two different NSR values for each block but one can use the same NSR cutoff value for reporting tonnages.   This two NSR approach is reasonable.
Pit optimizations can be undertaken using the block NSR values rather than calculated block revenue values, so the use of NSR’s should not create any problems for pit optimization.
For projects that involve concentrates the detailed cashflow models usually incorporate detailed net smelter return calculations, which include penalties, deductions, different transport costs, etc.  The formulae used for the calculation of NSR block values should be a simpler calculation than the cashflow NSR calculation.   For example, one could try to build in penalties for arsenic content thereby lowering the NSR block value; however in actuality such ore blocks may be blended and the overall arsenic content in the concentrate may be low enough not to trigger the penalty.  Since the NSR block value is mainly being used for the ore/waste cutoff, I don’t feel it is critical to get too detailed in its calculation.
My bottom line is that from an engineering standpoint and to improve project clarity, I would recommend the use of NSR values rather than equivalent grades.   Geologists may feel differently.
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