Environmental Engineering Reference
In-Depth Information
TABLE 18.3
Comparison of Different Pulp Density and Disposal Methods - Along the continuum of slurry,
thickened, paste, dry tailings and fi nally cemented tailings, the solids contents and costs of production increase
Pulp Density/Disposal method
Advantages
Disadvantages
Slurry (Conventional)
Low capital costs
Low dewatering and operation costs
Easy to pump
Large storage volume required
High environmental risk
Large water handling
High embankment costs
Diffi cult to rehabilitate slimes
Challenging post-mine care
Thickened
Less storage volume required
Low dam construction cost
Reduced seepage
Increased dewatering costs
High capital costs
High pumping costs
Large surface area
Paste
Less storage volume required
Low dam construction cost
Large beach area maximizes tailings
density and strength
Minimized seepage
Increased dewatering costs
High capital cost
High pumping costs
Dry
Minimum storage volume required
Lower seismic risk
Surface compaction possible
Recycling of process chemicals
Minimized seepage
Co-disposal with waste rock
Progressed rehabilitation
High capital cost
High transport costs
Cemented
No or small dams required
Erosion resistance
Seismically stable
Very expensive
Diffi cult to transport
of i ne particles or slimes. Due to this segregation of particle sizes, tailings characteris-
tics such as strength, permeability and shrinkage vary laterally across a TSF.
Large changes in TSF operating regime typically occur during the production phase.
After mining the TSF must remain as safe as during mine operations.
Tailings storages are designed to contain or to control actual or potential contamination.
Tailings Pulp Density
Tailings pulp density and strength increase as water content is reduced. This can be managed
at a cost: tailings come as slurry, thickened, pasted, dry and cemented tailings. Table 18.3
summarizes how tailings pulp density inl uences tailings disposal.
Disposal of tailings as an un-thickened slurry (termed wet tailings) is the most common
form of tailings disposal. In this method, tailings slurry is pumped from the process plant
to an impoundment where the tailings undergo sedimentation, consolidation and desicca-
tion. The embankments are designed to retain both water and solids.
There is considerable confusion in the mining industry regarding the dei nition of
thickened and paste tailings. Thickened tailings imply high density slurry while the lat-
ter refers to the paste-like and non-segregating nature of tailings. In these methods the
Disposal of tailings as an
un-thickened slurry (termed wet
tailings) is the most common
form of tailings disposal.
 
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