1996
DOI: 10.2175/106143096x128612
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Assessing the impact of a landfill leachate on a Canadian waste water treatment plant

Abstract: In the late 1980s, the Erb Street landfill, located in Waterloo, Ontario, Canada, had a very large leachate mound, thus a perimeter toe-drain system was installed. The leachate was sent to the Waterloo Waste Water Treatment Plant via the sewer system. This study investigated possible effects of the leachate on the treatability of the sewage with respect to oxygen demand, BODs loading, nitrification capacity, and the metal concentrations in the sewage biosolids. The quantitity of leachate produced at the landfi… Show more

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Cited by 8 publications
(3 citation statements)
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“…Moreover, the effluent quality may be improved with powdered activated carbon (PAC) addition, particularly if the leachate input exceeds 10%. Other researchers (Table 5) studied the co-treatment of leachate and sewage [10,48,49] and showed similar results.…”
Section: Conventional Treatmentssupporting
confidence: 59%
“…Moreover, the effluent quality may be improved with powdered activated carbon (PAC) addition, particularly if the leachate input exceeds 10%. Other researchers (Table 5) studied the co-treatment of leachate and sewage [10,48,49] and showed similar results.…”
Section: Conventional Treatmentssupporting
confidence: 59%
“…The state has 61 Class I landfills (permitted to accept only municipal solid waste) that are lined and actively collect all leachates generated for biological treatment. Researchers have extensively characterized the chemical and physical composition (Booth et al, 1996;Gettinby et al, 1996;Townsend et al, 1996) and the toxicity (Plotkin and Ram, 1984;Ernst et al, 1994;Ferrari et al, 1999) of waste leachates around the world. Landfill leachates are a complex mixture of inorganic (e.g., heavy metals, ammonia) and organic (e.g.…”
Section: Introductionmentioning
confidence: 99%
“…Facchin et al (2000) apresentaram os resultados de 22 meses de monitoramento do tratamento combinado de esgoto sanitário e lixiviado, com uma proporção de 3,2% em volume, em uma lagoa de estabilização, tendo sido verificada a necessidade de controle do nitrogênio amoniacal para a manutenção da estabilidade do processo. Booth et al (1996) estudaram o cotratamento realizado em uma estação de tratamento do tipo lodos ativados em Waterloo (Ontário/Canadá) com valor médio de mistura lixiviado/esgoto de 0,14%, na qual os autores correlacionaram a adição do lixiviado ao aumento dos requisitos de oxigênio no tanque de aeração e a um aumento na geração de lodo.…”
Section: Introductionunclassified