bioreactor landfills – objectives and fundamentals
TRANSCRIPT
Topics Covered
Bioreactor landfill definition and statusBiological processesLeachate impactsGas impactsTypes of bioreactor landfillsEconomic issues
Bioreactor Landfill Defined
“……a sanitary landfill operated for the purpose of transforming and stabilizing the readily and moderately decomposable organic waste constituents within five to ten years following closure by purposeful control to enhance microbiological processes. The bioreactor landfill significantly increases the extent of waste decomposition, conversion rates and process effectiveness over what would otherwise occur within the landfill.”
Bioreactor Landfill Definition –EPA NESHAP Rule
…MSW landfill or portion of a MSW landfill where any liquid other than leachate …is added in a controlled fashion into the waste mass (often in combination with recirculating leachate) to reach a minimum average moisture content of a least 40 % by weight to accelerate or enhance the anaerobic …biodegradation of the waste…
Chronology of “Bioreactor” Implementation
1970’s: Laboratory/Pilot studies1980’s: First generation full-scale application1990’s: Second generation full-scale application2000’s: Technology Implementation
US Bioreactor Status
1993 - less than 20 landfills recirculating leachate1997 - ~ 130 landfills recirculating leachateMy estimate - > 10 % of landfills
Why Operate a Landfill as a Bioreactor?
to increase potential for waste to energyconversion,to store and/or treat leachate,to recover air space, andto ensure sustainability
Essential Needs for a Bioreactor
Composite linerEfficient leachate collection systemConsider hydrodynamicsGeotechnical stable designLeachate recirculation systemAdequate storageActive gas collection systemAppropriate final cover systemCompetent landfill operator
MSW Landfill Bioreactor Control Opportunities
CompositionRedox conditionsMoisture ContentOther Environmental ConditionsPhysical Waste Properties
Advantages of Moisture Addition
Distribution of nutrients and enzymespH bufferingDilution of inhibitory compoundsRecycling and distribution of methanogensLeachate treatmentLiquid storageEvaporation opportunities
StorageIn SituEx Situ
Storage
Blow Down
To Ex Situ Treatment
Recirculation
Leachate
Landfill
PrecipitationEvaporation
Runoff
Temperature Control
Gas
Liquids, Nutrient, Inoculum, Buffer Addition
Infiltration
Moisture Control
Anaerobic Pathway
Degradable particulate organic material (Proteins Carbohydrates and Lipids)
Inert Soluble
Amino Acids & Sugars Long chain fattyacids
Valerate, Butyrate,& Propionate
Acetate Hydrogen
Methane
Hydrolysis
Fermentation ofAmino acids &
Sugars
AnaerobicOxidation of
LCFA
Acetotrophicmethanogenesis
Hydrogenotrophicmethanogenesis
AnaerobicOxidation of
Acids
Moisture Balance
Moisture, gpm/acre
Aerobic Anaerobic
Loss/Gain – Biodegradation
-0.51 0.24
Removed in Exhaust Gas
1.16 0.21
Required Input 0.65 0.45
Leachate Constituents
Parameter Conventional* Recirculating
Iron, mg/l 20 - 2100 4 - 1095
BOD, mg/l 20 - 40,000 12 - 28,000
COD, mg/l 500 - 60,000 20 - 34,560
Ammonia, mg/l 30 - 3000 6 - 1850
Chloride, mg/l 100 - 5000 9 - 1884
Zinc, mg/l 6 - 370 0.1 - 66
*Pohland and Harper, 1986
Leachate Constituents
Contaminants do not extensively concentrate in leachateLeachate characteristics follow similar pattern to that of conventional landfills over a compressed time period
LFG Generation Curves
Year
25,000,000
0
5,000,000
10,000,000
15,000,000
20,000,000
Cub
ic m
eter
s LF
G
0 10 20 30 40 50
Half-Life = 1.35 yr
Half-Life = 3.68 yr
Half-Life = 20 yr
Gas Production
0
10
20
30
40
50
60
70
0 2 4 6 8 10
Time, years
Sp
ecif
ic F
low
Rat
e, m
3/M
g-y
r
Wet Cell Curve (shifted)
Conventional Cell Curve
Facultative Bioreactor
Source: www.wastemanagement.com
Nitrification of leachate
Recycled leachate has high NO3
-
concentrations