 Commonwealth of Australia 2010


Fate of cyanide in landfills



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26.2Fate of cyanide in landfills


Limited information on the fate of cyanide in landfills was located during this assessment. Cyanide residues are expected to undergo processes similar to those in soils and groundwater (volatilisation, complexation, biodegradation, adsorption, precipitation). Although disposed of to landfill, simple and complexed forms of cyanide rarely create environmental concern, with a low proportion (0.3%) of National Priorities List (NPL) mining-related sites in the United States listing cyanide as a chemical of potential concern. A relatively minor quantity of sodium cyanide is likely to be sent to landfill for disposal in Australia compared to other industrial and domestic sources of cyanides, with most sodium cyanide-derived waste being treated at the original site or by the waste contractor to destroy free cyanide before delivery. Regulatory controls are established throughout Australia for disposal of cyanide wastes to landfill (refer Section 81.2.4).

26.3Fate of cyanide in sewerage systems


In a survey of 40 municipal sewage treatment plants (STPs) in the United States, the removal efficiency of cyanide was generally high (up to 98% with influent concentration up to 7 mg/L; Lue-Hing, et al., 1992). Cyanide is relatively biodegradable by aerobic (Knowles and Bunch, 1986; Haghighi-Podeh and Siyahati-Ardakani, 2000) and anaerobic (Fallon, 1992) metabolic pathways, and it may be removed from wastewater using an activated sludge (biological) secondary treatment process at influent concentrations up to 100 mg/L (Richards and Shieh, 1989). Haghighi-Podeh and Siyahati-Ardakani (2000) investigated the effect of cyanide on aerobic treatment systems in batch and continuous flow experiments. Cyanide-resistant micro-organisms capable of biodegrading cyanide identified in the culture included Oscillatoria, Philodina, Carchesium, Pseudomonas and Bacillus bacteria. The small amounts of cyanide from industrial discharge into sewers are likely to be destroyed during secondary treatment and are not concentrated into sludge (Lordi et al., 1980; Haghighi-Podeh and Siyahati-Ardakani, 2000). Data for effluent from Sydney Metropolitan Area sewerage plants (Section 22.2) also show only low levels of cyanide, but corresponding data for raw influent to determine the extent to which this is due to destruction during sewerage treatment are not available.

26.4Summary of environmental fate


Solid NaCN is stable if completely dry, but tends to absorb moisture from the air (i.e. is hygroscopic) and can then release hydrogen cyanide (HCN) by various reactions, as may occur in solution. Once dissolved in water, NaCN is present as sodium ions (Na+) and ‘free cyanide’. Free cyanide is the sum of cyanide present as molecular hydrogen cyanide (HCN) and ionic CN-. The amount present as HCN decreases with increasing pH, such that the proportion of HCN to CN- is equal (pKa) at a pH of approximately 9.3 at 20ºC.

HCN is a highly volatile gas and is lighter than air, and also has high volatility from water despite being completely soluble (miscible) with water. The volatilisation rate is minimised if the solution is maintained at a high pH, as in NaCN manufactured in liquid form (~30% solution, pH ~13). However, under typical environmental conditions of pH<8 and temperature <25ºC, >94% of the cyanide is present as HCN. Thus volatilisation of HCN can be a significant removal process for free cyanide from aqueous solutions and soil to air.

Volatilising HCN in soil may reach the soil surface and pass into the atmosphere, or may be biodegraded and metabolised by micro-organisms, react with soil constituents in the subsurface, dissolve in soil moisture, or be entrapped in subsurface cavities. Volatilisation of HCN from groundwater is unlikely to be a significant transformation process. In the atmosphere, the lifetime of HCN is estimated to be a few months. Biomass burning is considered to be the main source, with release from the use of NaCN only a minor source. HCN may degrade via reactions with hydroxyl and oxygen radicals, but ocean uptake is considered to be the main sink for atmospheric HCN.

Cyanide is a highly reactive substance and once released into the environment may follow various degradation and reaction pathways. In addition to volatilisation, these include complexation with various metals, adsorption of free and complexed forms, formation of thiocyanate by reaction with various forms of sulphur, oxidation to cyanate and other products, hydrolysis of HCN to formate, and aerobic and anaerobic degradation reactions to form products such as cyanate, ammonia/ammonium and nitrites/nitrates. Metallocyanide complexes may form insoluble precipitates, and if exposed to light, iron-cyanide complexes may undergo photolysis reactions releasing HCN. Products such as thiocyanate, cyanate and formate are much less toxic than cyanide and continue to degrade, ultimately into oxides of carbon and nitrogen and simple forms of sulphur.

The fate of cyanide compounds in TSFs is complex and a range of reactions may occur, influenced by the general chemistry and geochemistry at the site. These result in various degradation and transformation processes, as well as atmospheric emissions. Cyanide compounds and products present and formed in tailings may potentially include free cyanide, a range of metallocyanide complexes (simple to strong complexes), thiocyanate, cyanate, nitrogenous compounds (e.g. ammonia, nitrite and nitrate), cyanogen and cyanogen chloride, formic acid/formate/ammonium formate, carbon dioxide and other simple compounds of carbon. Similar types of reactions may occur in heap leach piles.

There are various chemical processes available to detoxify cyanide in tailings, some of which are in regular use in Australia. These generally act to convert cyanide to cyanate. Conversion of cyanide to iron-cyanide complexes by adding ferrous sulphate is the main method used to initially deal with spills of NaCN. Water containing free cyanide is often recycled back to the tank leach process, commonly by draining from a TSF into a decant pond, or also by extracting water before discharge of the tailings, depositing them as a thickened slurry or paste. There have also been chemical processes developed to regenerate free cyanide from the tailings water so it can be re-used, but with limited commercial success in Australia.

Ultimately, cyanide may be lost from TSFs and heap leach piles by volatilisation of HCN, may degrade by various abiotic and biotic processes, may be fixed within the site by precipitation and adsorption of metallocyanides, and may migrate in seepage to underlying strata and groundwater. The extent to which seepage occurs varies widely between individual sites.

In landfills, cyanide residues are expected to undergo processes similar to those in soils and groundwater (volatilisation, complexation, biodegradation, adsorption, precipitation). Most sodium cyanide-derived waste from non-mining uses is expected to be treated to destroy free cyanide before delivery to landfill. Cyanide-resistant micro-organisms capable of biodegrading cyanide have been identified in aerobic sewerage treatment systems, and the small amounts of cyanide arising from industrial discharge into sewers are likely to be destroyed during secondary treatment.

Thus the overall fate of sodium cyanide (NaCN) and its products in the environment is complex and depends on factors such as concentration, chemical speciation, form released (solid, liquid), co-associated chemicals, pH, redox potential, temperature, and exposure to sunlight in the environment into which the cyanide is released.



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