2006
DOI: 10.1007/s00267-005-0179-1
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Quality and Quantity of Leachate in Aerobic Pilot-Scale Landfills

Abstract: In this study, two pilot-scale aerobic landfill reactors with (A1) and without (A2) leachate recirculation are used to obtain detailed information on the quantity and quality of leachate in aerobic landfills. The observed parameters of leachate quality are pH, chloride (Cl-), chemical oxygen demand (COD), biological oxygen demand (BOD), total Kjeldahl nitrogen (TKN), ammonia nitrogen (NH3-N), and nitrate (NO3(-)-N). pH values of the leachate increased to 7 after 50 days in reactor A1 and after 70 days in react… Show more

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Cited by 50 publications
(43 citation statements)
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“…Nowadays, such landfills are often designated as bioreactor landfills and landfill bioreactors (LBRs) (7e9). Furthermore, recently developed aerobic LBRs with aeration provide more rapid biodegradation of organic matter, reduced methane production, and enhanced ammoniaenitrogen removal (10,11). Such advantages minimize the health and environmental risks and allow for greater free space availability, thereby extending the landfill site life and reducing costs (12,13).…”
mentioning
confidence: 98%
“…Nowadays, such landfills are often designated as bioreactor landfills and landfill bioreactors (LBRs) (7e9). Furthermore, recently developed aerobic LBRs with aeration provide more rapid biodegradation of organic matter, reduced methane production, and enhanced ammoniaenitrogen removal (10,11). Such advantages minimize the health and environmental risks and allow for greater free space availability, thereby extending the landfill site life and reducing costs (12,13).…”
mentioning
confidence: 98%
“…High hydraulic transmissivity of the buried layers of waste allow for the recirculation of significantly larger water fluxes (some 40,000 m 3 /year in the Ajdovščina case) when compared to anaerobic and even aerobic bioreactorlandfills (e.g., Bilgili et al [13]) of comparable capacity, flushing the landfill vadose and saturated zones continually (Figs 1 and 5) rather than just filling up the pore volume up to the extent until field moisture capacity is attained. This results in fast and cheap stabilization, mineralization and decontamination of the landfill interior, nearly acquired during the first 5 years after the completion of a particular landfill section.…”
Section: Flushing Mobile Recalcitrant Contaminants Out Of Landfillmentioning
confidence: 99%
“…(1) to simulate of leachate TDS obtained C max , k, and R 2 is shown in Table III. Compared to research by [7], TDS in the lysimeter experimental show considerable differences, especially after passing maximum stage. It is caused higher organic waste in the lysimeter.…”
Section: Tdsmentioning
confidence: 99%
“…Through landfill lysimeter experiment diameter of 1.52 m and a height of 1.52 m was obtained that the percolation between 0.12 to 11.44 cm per year of 95.72 cm of precipitation water per year [6]. Results of a study conducted by [7] note that with the addition of leachate through the recirculation will enhance the degradation process of waste that marked concentrations of BOD and COD are more likely to trash the recirculated.…”
Section: Introductionmentioning
confidence: 99%
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