|
BHP Billiton Iron
Ore Pty Ltd. Mt. Whaleback Mine (WA, Australia):
Overburden
Storage Area Cover System Performance
Background:
 |
Iron ore mine in the Pilbarra
region, 1200 km N-NE of
Perth
,
WA
.
|
 |
Semi-arid, tropical region – 320
mm annual precip. majority during cyclone season – >3000 mm potential
evap./yr.
|
 |
18 Mt saleable product/yr,
ultimately left with 3300 Mt waste material – stockpiled in overburden
storage area (OSA)
|
 |
Reactive shale waste prone to
spontaneous combustion and acid rock drainage (ARD)
|
Design of the Cover System:
 |
Conventional saturated cover
system not feasible for this climatic area
|
 |
Use knowledge of unsaturated
processes and dry cover systems to effectively segregate meteoric water
from OSA
|
 |
Designed to limit percolation of
water through cover into OSA – store water and release it via
evaporation and transpiration
|
 |
Use run-of-mine (ROM) material
available on site
|
 |
A well designed dry cover system
functions as a natural analogue
 |
Works in concert with natural
systems rather than in opposition
|
|
Construction of the Cover System:
 |
Test covers constructed to
evaluate performance in the field
|
 |
Instrumented to monitor
performance criteria: net percolation, change in water storage, in situ
OSA temperatures
|
 |
Five test plots (TP) constructed:
|
 |
TP#1 and #2 – 1-dimensional
horizontal surface
 |
verify preliminary soil
atmosphere modelling
|
 |
gain confidence in overall
understanding of system
|
|
 |
TP#3 – 2-dimensional sloping
surface
|
 |
quantify difference in cover
performance as compared to 1-D
|
 |
TP#4 and #5 – Native vegetation
trials
 |
acquire more information on
plant transpiration rates
|
 |
aid in predicting long-term
cover performance
|
|
Performance Monitoring:
 |
Lysimeters in cover measured
positive net percolation into OSA
|
 |
Changes in water storage highlight
a constantly evolving system – long-term monitoring required
|
 |
Data collected used to revise
models and enhance understanding of the system
|
Value Added by Mineclosure.com to the Project:
 |
Specialized monitoring led to
critical revisions to the cover design
|
 |
Knowledge of unsaturated processes
defined and corrected deficiencies in construction QA/QC
|
 | Expertise in unsaturated zone
hydrology allowed for design of an effective cover over the long term |
|



|