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BREF "Management of Tailings and Waste-rock in Mining Activities": (fra s. 349).
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Subaqueous tailings disposal of reactive tailingsSubaqueous tailings disposal means the disposal of tailings under water. The objective of subaqueous tailings disposal is to minimise the contact between atmospheric oxygen and the tailings, and thereby to minimise the oxidation of reactive materials, especially the oxidation of sulphides. The objective is normally to maintain a permanent water cover on the tailings during operation as well as after closure. The effectiveness of the subaqueous tailings disposal is mainly based on four mechanisms, as summarised by Robertson et al. (1997):
1. reduced availability of oxygen, due to two reasons: (1), the saturated oxygen concentration in water is 25000 times lower than in air, (2) the oxygen diffusion coefficient is 10000 times lower in water than in air. This means that very little oxygen is available for oxidation reactions and that the transport process to supply oxygen is very slow
2. sulphide reduction. At low oxygen concentration levels in the water, sulphate reducing bacteria consume sulphate and thereby produce hydrogen sulphide, which easily reacts with most dissolved metals and form a stable precipitate
3. oxide scavenging. This involves the formation of iron and manganese oxides which are effective in absorbing a broad range of dissolve metals
4. sediment barriers. After production has stopped, a sediment layer will naturally develop on top of the deposited tailings which is very effective in minimising the interaction between the tailings and the overlaying water.
The subaqueous disposal method was studied in detail by the Canadian Research Programme MEND. The ultimate result of this research project was the development and release of the Design Guide for the subaqueous disposal of reactive tailings in constructed impoundments (MEND, 1998) which in a detailed way describes all relevant aspects of designing a subaqueous tailings disposal site. Numerous publications focusing on detailed geochemistry in water covered tailings have been produced by the University of Luleå at Stekenjokk and the Kristineberg water covers, mainly by Öhlander, Ljungberg and Holmström (e.g., Ljungberg, 1999; Holmström, 2000).
Subaqueous disposal or submerged tailings disposal can, in principle, be done in constructed impoundments (tailings ponds), flooded open pits, natural lakes or in marine conditions. The environmental and political complexity increases in the same order as the disposal alternatives are listed. Normally one out of two methods of disposal are commonly used:
• a floating pipeline, that discharges the tailings under the water surface into the disposal facility which is normally mobile in order to distribute the tailings over the facility
• a submerged pipeline, that discharges the tailings below the water surface. Applying deep see tailings management, either confined or unconfined, reduces engineering requirements (i.e. no dam needs to be built or maintained), increases the chemical stability and reduces the footprint on land. Therefore deep sea or lake deposition eliminates dam safety issues. Often submarine tailings management is considered risky because of the inability to predict, control or rectify the spread of contaminants throughout the environment. Another concern is that too little is known about the subaqueous environment and therefore an impact assessment is difficult to undertake.
Underwater disposal can provide the most efficient means of preventing the oxidation of sulphides. This will result in better water quality during operation, with eliminated or reduced needs for water treatment. Underwater disposal minimises material demands at closure and eliminates the need for extensive borrow pits to be opened for the cover material. Some aditional advantages with subaqueous disposal are, e.g. the elimination of dust emissions as there is no beach, and on improved visual impression.
Underwater deposition is slightly more costly compared to conventional deposition above the water level, as it requires more day to day adjustments in order to optimise the filling of the pond. Final decommissioning costs are drastically lower.
Several criteria need to be taken into account to determine the applicability of this technique. The hydrological situation is critical, with a need for a positive water balance. The physical capacity for storage under water needs to be sufficient. For large mines, very large and deep lakes or access to the ocean is required or, else large dams need to be constructed, which is not always possible.
The Lökken mine in Norway used continuous underwater deposition. The Lisheen mine currently uses this technique. Water covers, or other techniques to submerge tailings, waste-rock and mines are successfully used as a decommissioning method and are described in literature (e.g., Eriksson et al., 2001; Pedersen et al., 1997; Amyot and Vézina, 1997). A detailed performance study on water covers was carried out within the MiMi research project (http://mimi.kiruna.se).
Underwater tailings managementAt the Hustadmarmor calcium carbonate operation in Norway, the tailings are discarded into a fjord, which is sheltered and deep, as no suitable land is available for management of the tailings.
The monitoring programme, used to control the environmental impact inside and around the deposit area, covers the following parameters:
• Water analyses:
solids content (turbidity)
salinity (sea water)
oxygen content
temperature
• Sediment analyses:
of calcium carbonate content
fine particle content
biological activity
content of flotation reagents
• Shallow waters:
biological activity
visual documentation (photos).
In addition, other measurements are applied in order to be able to develop suitable models etc. in order to predict future development. These include:
• sea current measurements
• depth measurements and volume calculations
• video filming of the seabed
• revegetation of the seabed area after depositing is ended.
Operation of the process and the tailings management system includes:
• washing the fines from the flotation feed
• computer-based process control
• on-line analyses of chemical composition of the flotation feed and tailing, in order to optimise calcite recovery and reagent consumption
• making of saleable by-products from the tailing fines
• recirculation of process water
• high density of tailings slurry to deposit
• seawater used as transport water for slurry tailings
• avoiding air entering the pumping system
• avoiding leaks and spills to sea surface
• utilising a tailings pipe outlet at 20 m below sea level.
Maintenance:
• redundant pumps and piping system to the deposit area
• preventive maintenance of tailing related systems
• regular undersea inspection of tailings pipes
• regular undersea inspection at the pipe outlet area
• evaluation of the necessity to move the tailing pipes.
The advantages, as listed in Section 4.3.1.2.2 are:
• reduction of engineering requirements (no dams are needed)
• increased chemical stability
• reduction of footprint on land.
This technique is applicable where the tailings slurry will form a high density plume that will descend to the bottom of the sea, leaving a clear water area above the pipe outlet.