Mt. Whaleback Mine

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BHP Billiton Iron Ore Pty Ltd. Mt. Whaleback Mine (WA, Australia):

Overburden Storage Area Cover System Performance

 

Background:

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Iron ore mine in the Pilbarra region, 1200 km N-NE of Perth , WA .

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Semi-arid, tropical region – 320 mm annual precip. majority during cyclone season – >3000 mm potential evap./yr.

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18 Mt saleable product/yr, ultimately left with 3300 Mt waste material – stockpiled in overburden storage area (OSA)

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Reactive shale waste prone to spontaneous combustion and acid rock drainage (ARD)

 Design of the Cover System:

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Conventional saturated cover system not feasible for this climatic area

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Use knowledge of unsaturated processes and dry cover systems to effectively segregate meteoric water from OSA

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Designed to limit percolation of water through cover into OSA – store water and release it via evaporation and transpiration

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Use run-of-mine (ROM) material available on site

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A well designed dry cover system functions as a natural analogue
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Works in concert with natural systems rather than in opposition

 Construction of the Cover System:

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Test covers constructed to evaluate performance in the field

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Instrumented to monitor performance criteria: net percolation, change in water storage, in situ OSA temperatures

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Five test plots (TP) constructed:

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TP#1 and #2 – 1-dimensional horizontal surface
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verify preliminary soil atmosphere modelling

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gain confidence in overall understanding of system

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TP#3 – 2-dimensional sloping surface

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quantify difference in cover performance as compared to 1-D

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TP#4 and #5 – Native vegetation trials
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acquire more information on plant transpiration rates

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aid in predicting long-term cover performance

 Performance Monitoring:

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Lysimeters in cover measured positive net percolation into OSA

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Changes in water storage highlight a constantly evolving system – long-term monitoring required

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Data collected used to revise models and enhance understanding of the system

 Value Added by Mineclosure.com to the Project:

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Specialized monitoring led to critical revisions to the cover design

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Knowledge of unsaturated processes defined and corrected deficiencies in construction QA/QC

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Expertise in unsaturated zone hydrology allowed for design of an effective cover over the long term

 

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