Monitoring
Program 1995-96 Phase V Composite Soil Cover on Waste Rock
Pile 7/12 at Heath Steele, New Brunswick
Mine Environment Neutral Drainage at CANMET-MMSL |
MEND Report
2.31.1c
February 1998
SUMMARY
A waste rock
pile at the Heath Steele Division of Noranda Mining and Exploration
Inc. was covered with a composite soil cover to test the ability
of the cover to limit the rate of sulphide mineral oxidation. The
experimental waste rock pile was constructed in 1989. Measurements
of pore-gas oxygen, temperature and leachate water quality were
conducted for two years, with the composite soil cover placed on
the pile in 1991. The cover was designed to impede the ingress of
water and oxygen to the pile. After construction of the cover, monitoring
continued for another five years to assess the effectiveness of
the cover. Additional measurements during the post-construction
period included cover water content, soil suction, hydraulic conductivity
and infiltration.
Results
showed reductions in gaseous oxygen concentrations in the waste
rock pile after the cover was built, indicating reduced oxidation
rates. Similarly, temperatures in the pile have decreased, now appearing
to be controlled primarily by climatic conditions rather than sulphide
oxidation rates. These findings indicate that oxidation rates are
being controlled by the cover.
Since
placement of the cover, concentrations of metals and sulphate in
leachate collected at the base of the pile appear to have shown
a gradual decline, but have also shown an annual fluctuation that
increases in the summer and decreases in the fall and winter. The
improvement in porewater quality is expected to continue to be gradual
since the porewater flushing rate is low. A rough estimate of the
flushing rate was calculated at about 30 years for one pile pore
volume, and many pore volumes are needed to dissolve and flush products
of sulphide mineral oxidation that precipitated prior to placement
of the cover.
Effluent
loadings decreased immediately following construction of the cover
due to reduced infiltration, and since then, declining porewater
concentrations have reduced effluent loadings. These findings indicate
a positive performance of the cover for limiting sulphide mineral
oxidation in waste rock. Based on improved loadings, a savings in
the cost of lime was calculated as $196/yr per 1000 tonnes of waste
rock; 94% of the savings was observed shortly after construction
of the cover due to reduced flushing flows through the cover. Other
benefits for treatment include a low volume of flow to be treated
and effluent water quality consistency.
The results
of five years of monitoring indicate that composite soil covers
on waste rock piles are effective in limiting the rate of sulphide
oxidation. For a specific application, the cost and savings, as
well as long term stability, need to be evaluated. Four recommendations
for future cooperative research are made. The two most important
are to continue monitoring of the cover performance and to evaluate
the apparent dewatering of part of the cover.
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