
One of the first steps in an open pit design is the pit optimization analysis. Pit optimization is used to define the most profitable pit shell for a given set of economic parameters. The economic parameters include the metal prices, processing recoveries, and site operating costs. Normally when optimization is done, a range of metal prices or Revenue Factors (“RF”) is used to develop a series of nested shells to understand how the pit will expand or contract with increasing or decreasing metal prices.
Once the optimization step is complete, mining engineers will then design the pit inside that shell, introducing benches and ramps. The pit design should mimic the selected optimized shell as closely as possible.
The pit design may (or may not) closely replicate the optimization shell depending on the slope angles used in the optimization and where the haul ramps are located in the design.
Hence the actual ore and waste tonnages mined may be different that the tonnages defined by the optimizer.
Various experts in pit optimization will use approaches of differing complexity. Some may apply variable mining costs with pit depth; apply variable process recoveries linked to head grade; apply variable pit slopes by sector or depth, apply dilution and ore losses; etc. One can make the pit optimization step as simple or detailed as one wants it.
The question is whether detailed pit optimization is warranted. My view is that overly detailed pit optimization is not required, other than if one wants to test parameter sensitivity on the resulting pit size and shape. There are just too many uncertainties in the parameters being used in optimization.
Open Pit Optimization Uncertainties
Some of the uncertainties involved in the optimization approach are listed below:
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Pit optimization can generate large pits that would have a long mine life. However one doesn’t really know the metal prices far into the future. So will that final pit ever get mined, or might it even be larger than shown.
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Pit optimization is typically done at the start of a study, so one doesn’t have the detailed operating costs yet. The size of the project may be unknown and one has to use rough estimates for future costs and possibly even assume preliminary process recoveries.
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Operating costs will also change in the future, and the optimization step is just a snapshot using current information.
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Sometimes the optimization includes the use of Inferred resources, which are uncertainty. Sometimes optimization is done only using Measured and Indicated resource, yet there may be areas if Inferred resource that ultimately convert to M &I and these will have been ignored. So, either way you do it, you are not sure what ore the pit can captured and will to shape the pit.
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The smaller pits, if developed, would consist of smaller operations and may have different operating costs than assumed in the optimization. Similarly larger pits may have different throughput rates and operating costs than assumed in the optimization.
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The ore and waste split reported within the pit will be based on a specific life-of-mine cutoff grade. This is based on the fixed metal price and operating cost assumptions applied.
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Overall pit wall slopes may differ for shallow pits versus deep pits. Slopes may vary above the groundwater table and below it. In many instances during pit optimization the wall angles are maintained at the same angle irrespective of the pit depths. Sometimes geotechnical programs have not yet been completed, so optimization slope angles are simply educated guesses.
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Dilution may be applied globally during pit optimization (unless one is working with a diluted block model). In reality, dilution may differ in different parts of the ore body, and that may not be considered in the optimization stage. For more discussion on dilution in general, read the blog “Ore Dilution Prediction – Its Always an Issue“.
Conclusion




The WBS can provide the following information to the team:
Typically a WBS is developed for pre-feasibility and feasibility mining studies but is often ignored at the PEA stage. Some feel it is too detailed for that level of study. I don’t feel this is the case.
The bottom line is that regardless of the level of study, a WBS should always be created.
There are numerous factors that will influence the successful completion of a study. They can be related to the quality of the technical team, the budget, the time window, and direction from the Owner. However the key factor that I observed is the competency of the Study Manager (or Project Manager).
The Study Manager also needs to understand the objectives of the Owner and ensure the team is working towards those objectives.
Often the Environmental Impact Assessment is being conducted concurrently with an engineering study. The level of internal and external communication now becomes even more critical due to the large number of new technical disciplines involved.
The bottom line is that when a project Owner has received proposals for a study and is in the process of awarding that job, the most important consideration is who will be the Study Manager. If possible meet or chat about how they will manage the study and what their experience is. Check references if possible.

The RFP sent to bidding consultants should contain (at a minimum) the items listed below. A sole sourced study can have a scaled back RFP document, but many of these key items should be maintained.
If a company is competitively bidding the study, it can be easier to compare multiple proposals if certain parts are presented in the exact same format. Usually different consulting firms have their own proposal format, which is fine, however certain sections of the proposal should be made easily comparable.
In my personal experience I find that larger consultants are best suited for managing the large scale feasibility studies. This isn’t because they necessarily provide better technical expertise. Its because they generally have the internal project management and costing systems to manage the complexities of such larger studies.
For certain aspects of a feasibility study, one may get better technical expertise by subcontracting to smaller highly specialized engineering firms. However too much subcontracting may become an onerous task. Often the larger firms may be better positioned to do this.
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 (hopefully) not used to defend a production decision. The objective of an early stage study is not necessarily to terminate a project (unless it is obviously highly uneconomic).
My recollection is that many years ago larger consulting firms would offer to do an entire study in-house. They would have the in-house team to cover almost the entire study. That approach seems to have changed and now the multi-company path is the norm.


Some of the models I have reviewed will build the entire operating cost (mining, processing, G&A) in one grand file. They will build in the capital cost too and finally provide the economic model… all in one spreadsheet!