24-MMP-A6 Mining and the Environment · May 2014
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
EGBC National Exam — Mining and Mineral Processing Engineering, 09-MMP-A6 Mining and the Environment, 2014-May. 3 hours duration, open book, no calculator permitted. Six questions of equal value (20 marks each) constitute the bank; a candidate answers any FIVE. Most questions require an essay-format answer.
Reference texts: BC Ministry of Energy, Mines and Low Carbon Innovation, Health, Safety and Reclamation Code for Mines in British Columbia (current edition) (permitting, reclamation and closure planning requirements); Canadian Dam Association (CDA), Dam Safety Guidelines (2013/2019 update) (dam classification, embankment raising methods, design flood/PMF); Global Industry Standard on Tailings Management (GISTM, 2020) (tailings governance, upstream-construction restrictions); Price, W.A., MEND Report 1.20.1, Prediction Manual for Drainage Chemistry from Sulphidic Geologic Materials (1997/2009) (acid-base accounting, NPR screening criteria); International Network for Acid Prevention (INAP), Global Acid Rock Drainage (GARD) Guide (ARD prediction, prevention and treatment); Vick, S.G., Planning, Design, and Analysis of Tailings Dams, 2nd ed. (embankment construction methods, seepage control); Government of Canada, Metal and Diamond Mining Effluent Regulations (MDMER) under the Fisheries Act; Government of Canada, Impact Assessment Act (successor to the 2012 Canadian Environmental Assessment Act).
Question text not reproduced: the examination questions are © Engineers and Geoscientists BC. Open the official past paper (linked at the top of this page) to read the question, then follow the worked solution below.
The humidity cell test is a kinetic (as opposed to static) geochemical characterization method: a crushed, sieved sample (typically 1–2 kg) is loaded into a column and subjected to a repeating weekly cycle – commonly three days of dry air, three days of humidified air, then a flush with a fixed volume of deionized water on the seventh day – run continuously for 20 weeks or longer (often 40–52+ weeks for a definitive result). Each week's leachate is analyzed for pH, conductivity, acidity/alkalinity, sulphate and dissolved metals, producing a time series rather than the single static number an acid-base accounting (ABA) test gives. The results are used to determine the RATE of sulphide oxidation and acid generation (or, if net-neutralizing, the rate of alkalinity release), to identify the lag time before net-acidic drainage begins as fast-reacting carbonate neutralization potential is consumed, and to track which metals mobilize first as pH drops – all inputs that size the closure cover, water-treatment plant and monitoring program. Its main advantage is that it captures behaviour ABA cannot: two samples with an identical NPR can have very different lag times and peak loading rates depending on mineral reactivity and grain size. Its main limitation is time and cost – a defensible result takes many months to a year of continuous lab operation – and the small (kg-scale), crushed sample may not fully represent full-scale particle-size and oxygen-diffusion effects in an actual waste rock pile.
Acid rock drainage from pyrite (FeS2) oxidation proceeds through three coupled reactions. The process begins with direct oxidation of pyrite by dissolved oxygen, which releases ferrous iron, sulphate and acidity into solution:
As pH falls, the second reaction – oxidation of ferrous iron to ferric iron – becomes the rate-limiting step; below about pH 4.5 it is strongly catalyzed by acidophilic bacteria such as Acidithiobacillus ferrooxidans, which can accelerate it by several orders of magnitude:
The ferric iron produced is itself a strong oxidant and attacks fresh pyrite directly, without needing dissolved oxygen – this third reaction is what makes the cycle self-sustaining (autocatalytic) once started, since it regenerates the Fe2+ consumed in Reaction 2 while releasing far more acidity per mole of pyrite than Reaction 1 alone:
The net effect of the coupled cycle is that a small initial charge of dissolved oxygen can drive a very large amount of continued pyrite dissolution through the Fe3+/Fe2+ shuttle, which is why ARD prevention strategies (Question 3) focus on excluding either oxygen or water – removing either reactant stalls the whole cycle even though Reaction 3 itself needs no free O2.
| Potential for ARD | Initial screening criteria | Interpretation |
|---|---|---|
| Likely acid generating | $NPR < 1$ | Neutralization Potential is insufficient to offset the sample's Acid Potential; acid drainage is expected once the limited available NP is exhausted (or promptly, for a fast-reacting, low-NP sample) – treat as acid-generating for waste-management planning without further testing. |
| Possible / uncertain | $1 < NPR < 2$ | NP and AP are close in magnitude; the static test alone cannot resolve long-term behaviour because it does not capture the relative REACTION RATES of acid-generating sulphides versus neutralizing carbonates. Kinetic testing (humidity cell, part a) is recommended before this material is classified as safe for unrestricted disposal. |
| Non-acid generating | $NPR > 2$ | Neutralizing capacity comfortably exceeds acid-generating capacity under the static test; the material can generally be used as NAG cover/encapsulation stock (Question 3b) or placed without special acid-management handling, subject to confirmation on a representative subset by kinetic testing. |
Worked example. A waste rock sample assays 0.80% sulphide sulphur, giving Acid Potential $AP = 31.25 \times \%S = 31.25 \times 0.80 = 25.0$ kg CaCO3-eq/t (the standard Sobek/MEND stoichiometric factor, assuming full oxidation of sulphide-S to sulphuric acid). If its titrated Neutralization Potential is $NP = 70.0$ kg CaCO3-eq/t, then $NPR = NP/AP = 70.0/25.0 = \boxed{2.8}$, which under this exam's own criteria classifies the sample as non-acid generating.