The Vissershok Waste Management Facility is a privately owned hazardous waste landfill site, located to the north of Cape Town in South Africa. The joint owners are South African waste management companies, Enviroserv Waste Management and The Wasteman Group (partly owned by Suez Environment). Forty hectares of the site is permitted to receive H:H (high hazard rating) waste and has been in operation since 1974. It has an anticipated life to between 2020 and 2025. The facility presently receives about 300 000t of waste per annum of which some 23 percent is hazardous. The site provides disposal and treatment facilities for many types of hazardous waste. In addition there is an encapsulation process for wastes that cannot be treated or disposed of onto the landfill.
Pilot-scale biological treatability trials have been completed successfully, on representative leachate from a large South African hazardous waste landfill site at Vissershok, near to the city of Cape Town. The leachate is strong and methanogenic in nature, with COD values of about 10,000 mg/l, and concentrations of ammoniacal-N in the range of 2000 to 2500mg/l. Treatment used an SBR system, in a pilot reactor with a capacity of 3200 litres, with a membrane filtration phase used after the biological stage to remove solids to a very low level. A final reverse osmosis stage of treatment achieved removal of dissolved solids, as required to allow treated leachate to be discharged into a local watercourse. This paper describes the trials in detail, and provides full operating results, including detailed analytical results and operating experiences.
Copyright: | © IWWG International Waste Working Group | |
Quelle: | Specialized Session F (Oktober 2007) | |
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Autor: | Howard Robinson Wimpie Van der Merwe C. Mitchell Esmé Gombault Peter Novella | |
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EVALUATION OF ELUSION RATE OF ALKALINITY FROM BOTTOM ASH FOR A LONG TERM PERIOD
© IWWG International Waste Working Group (10/2007)
The pH in a landfill layer affects many phenomena such as dissolution/precipitation and adsorption/desorption of heavy metals, activities of microorganisms, CO2 absorption/emission etc. However, because of a lack of knowledge about the leachate characteristics after closing a landfill site, some inhabitants around a landfill site that has been constructed or is under consideration are anxious about the environmental safety of the landfill site, and often oppose the construction of a new landfill site. Therefore, it is very important to predict the pH change for a long term period for the management of a landfill site after closing. In order to predict the pH in a landfill layer, it is necessary to know the total amount of alkali and acid and their supply and consumption rates.
MODELING OF TRANSPORT AND GEOCHEMICAL PROCESSES BETWEEN LANDFILL LEACHATE AND A SATURATED BARRIER SYSTEM
© IWWG International Waste Working Group (10/2007)
Landfill leachate is a dangerous and polluting solution formed by a very complex sequence of physical, chemical and biological processes modifying the rainwater that percolates through waste (Bogner et al.,1996). Migration of the pollutants from the waste material into the percolating water is another important phenomenon requiring attention (Mora-Naranjo et al., 2004). The resulting leachate is a solution containing dissolved organic matter, inorganic macrocomponents, heavy metals and xenobiotic organic compounds and is characterized by reducing redox state (Christensen et al., 2001). Migration is a long-term and continuous process and the leachate may evolve and pollute the surrounding environment for hundred of years (Ustohalova et al., 2006).
CLONIC: CLOSING THE NITROGEN CYCLE FROM LANDFILL LEACHATES. A BIOLOGICAL PROCESS WITH PARTIAL NITRITATION AND ANAMMOX FOLLOWED BY THERMAL DRY TREATMENT.
© IWWG International Waste Working Group (10/2007)
CESPA, being part of the Ferrovial Group, is a leader in waste management and urban services in Spain. CESPA has a long experience in landfill construction and management, having a total of 37 landfills either in property or in exploitation. As one of the legal and environmental requirements, a suitable leachate treatment must be applied before the discharge to the receiving media. Thus, the decision to choose for an specific leachate treatment depends on different parameter such as: the landfill site location, physical location of the leachate treatment plant, the leachate quality, the discharge requirements and the best technologies available.
IRON AND MANGANESE SURVEY IN AQUIFERS SURROUNDING LANDFILLS IN WALLONIA (BELGIUM)
© IWWG International Waste Working Group (10/2007)
The groundwater biogeochemistry around waste disposal facilities has been widely studied since twenty years (Christensen & al, 2001). It is well known that leachates produced by water percolation through waste solid often contain high concentrations of dissolved Fe and Mn (Christensen & al, 1997). Fe(III) and Mn(IV) also enter in the composition of aquifers matrix (silts, sand, rocks). It constitutes a second reserve of electrons acceptors for further anaerobic biodegradation in aquifer environment.
METAL SPECIATION IN NINE FRENCH LANDFILL LEACHATES
© IWWG International Waste Working Group (10/2007)
Several heavy metals or metalloids, that may be present in landfill leachates, are considered as priority pollutants for groundwater resources (for example lead, cadmium, nickel; OJEC, 2001). While the fate and transport of such elements are largely influenced by chemical speciation reactions, landfill risk assessments generally adopt a simplified “Kd” approach which assumes steady-state liquid-solid partition between the liquid and solid phases. Such simplification may result in a severe overestimation of long-term environmental or health impact. Speciation reactions such as precipitation or co-precipitation participate in the natural attenuation of landfill leachate and help explain why heavy metals are rarely detected in groundwater at significant distances from landfills (Christensen et al., 2001).