DYNAMIC WATER BALANCE AND GEOTECHNICAL STABILITY OF BIOREACTOR LANDFILLS
Outer Loop Landfill, Louisville, KY Bioreactor Project€¦ · Presentation by David Carson and...
Transcript of Outer Loop Landfill, Louisville, KY Bioreactor Project€¦ · Presentation by David Carson and...
Outer Loop Landfill, Louisville, KYBioreactor Project
David Carson, US EPA ORD, NRMRL, Cincinnati, OHRoger Green, Waste Management, Inc., Cincinnati, OH
US EPA Workshop on Bioreactor LandfillsFebruary 27-28, 2003
Arlington, VA
Presentation Content
• Purpose and Objectives• Experimental Design• Interim Results
– Gas– Leachate– Solids
• Next Steps
Project Objectives
• Quantify and evaluate the performance of Aerobic-Anaerobic and Facultative Landfill Bioreactors versus that of a conventional control landfill.
• Will be large enough and last long enough to evaluate economic and operational issues.
• Will generate credible data based on statistically designed studies.
Experimental Design
AALB74A
AALB74B
FLB51A
FLB52B
CTL73A
CTL73B
2 years old5-7 years old 3-4 years old
• FLB: Facultative Landfill Bioreactor and • AALB: Aerobic- Anaerobic Landfill Bioreactor
treatments• CTL: Control (no liquid addition) conventional
landfill • Units composed of independent, paired cells
Unit 5RetrofitAnaerobic
Unit 7.3Control
Unit 7.4NewAerobic/Anaerobic Sequence
FLB: Facultative Landfill Bioreactor
52B52B 52A52A 51B51B 51A51A
AALB: Aerobic-Anaerobic Landfill Bioreactor and Control
74B74B
74A74A
73B73B
73A73A
74B 74A 72B
AALB Cross-Section
Experimental Design: Treatment-Control Comparisons
1995 2002
FLB(4-6 yr)
TIME
AALB
time lagControl
FLB
adapted from Jim Markwiese, Neptune and Co., Inc.
Critical Measures
Critical measures were selected to capture waste stabilization.Example: Volatile Organic Acids
TimeAcclimation
Maturation
TransitionAcidogenesis
Methanogenesis
[ VO
A ]
(mg/
L)
adapted from Jim Markwiese, Neptune and Co., Inc.
Critical Measures: Gas and Leachate
Gas• Gas production rate, CH4, CO2, O2, and
balance
Leachate• Head on liner • Leachate production • COD, BOD, Temperature, pH, VOA
Critical Measures: Solids
Solid Waste• Temperature• Settlement • Density• Volatile solids, BMP, moisture content,
pH
Statistical Analyses:Visualizing Critical Measures
Control
AALBFLB
Con
cent
ratio
n
Normalized Time
Unit 5 FLB Landfill Gas Flow
Leachate Injection Begins
51A
52B
Leachate Injection Begins
Interim Leachate ResultsUnit 5 FLB, Unit 7 AALB
Area 5 Water Balance
• 2.5 million yd3 in place• Average moisture content = 35%• Density = 1,650 lb/yd3
• Moisture required to achieve 45% = 36 gal/yd3
2.5 million yd3 x 36 gal/yd3 = 91 Mgal
Cumulative Liquid Addition and Removal for the FLB
Liquid A dditionLeachate Removal
Liquid Addition Rate Summary for Cell 51A
Volatile Organic Acid Comparison
Bioc
hem
ical
Oxy
gen
Dem
and
(MG
/L)
02004006008001000
06/27/01 10/05/01 01/13/02 04/23/02 08/01/02
FLB cell 5.10
200400600800
FLB cell 5.20
10000
20000
30000Control cell 7.3
01000020000300004000050000
AALB cell 7.4
AB
detect: detect:
non-detect: non-detect:
smooth: smooth:
Leachate Injection Begins
Che
mic
al O
xyge
n D
eman
d (C
OD
) (M
G/L
)
1000
1500
2000
2500
06/27/01 10/05/01 01/13/02 04/23/02 08/01/02
FLB cell 5.10
1000200030004000
FLB cell 5.20
100020003000400050006000
Control cell 7.30
500010000150002000025000
AALB cell 7.4
AB
detect: detect:
non-detect: non-detect:
smooth: smooth:
Leachate Injection Begins
COD: FLB Cells
LeachateInjectionBegins
pH (F
ield
) (S.
U.)
7
7.2
7.4
7.6
06/27/01 10/05/01 01/13/02 04/23/02 08/01/02
FLB cell 5.17
7.2
7.4
7.6FLB cell 5.2
6.26.46.66.87
7.2
Control cell 7.36
6.5
7
7.5AALB cell 7.4
AB
detect: detect:
non-detect: non-detect:
smooth: smooth:
Leachate Injection Begins
Tem
pera
ture
(Fie
ld T
est)
(°C
)
242628303234
06/27/01 10/05/01 01/13/02 04/23/02 08/01/02
FLB cell 5.1
25
30
35FLB cell 5.2
15
20
25Control cell 7.3
1520253035
AALB cell 7.4
AB
detect: detect:
non-detect: non-detect:
smooth: smooth:
Leachate Injection Begins
Interim Solids Results
Biochemical Methane Potential: Baseline
Control FLB
BMP
(mL/
g dw
)
0
25
50
75
100
125
150
175
200
Waste Density Comparison
Waste Density: Unit 5
LeachateInjectionBegins
Organic Solids, Moisture and BMP
0
50
100
150
Area 5 Area 7
Biochemical Methane Potential (ml/g)
20
30
40
50
Moisture Content (%)
20
40
60
80
Organic Solids (%)
Critical Measures as Expected?
WasteTemperature, Settlement Density, Volatile solids, BMP, moisture content, pH
LeachateHead on liner, Leachate production COD, BOD, Temperature, pH, VOA
GasProduction Rate, CH4, CO2 , O2 , Balance Gases
Parameter
Early stages of experiment
Early stages of experiment
Early stages of experiment
AALB (Unit 7)
Early in process, but as expected
Early in process, but as expected
Changes Made in
Operations at Unit 5
Some inhibition may be taking place,
injection rate may be too high, O2 intrusion in desiccated cover
CommentsFLB (Unit 5)
Future of Project
• Continue monitoring until at least 2005– Modify monitoring parameters and/or
frequency?– Interim Report this year
• Add new bioreactor site(s)?
Acknowledgements
• Kentucky Department for Environmental Protection
• Doug Goldsmith, Alternative Natural Technologies, Inc.
• Morton Barlaz, N.C. State University• University of Cincinnati• Neptune Inc.
Thank You
Contacts:• David Carson: [email protected]
– EPA Bioreactor Website: http://www.epa.gov/epaoswer/non-hw/muncpl/landfill/bioreactors.htm
• Roger Green: [email protected]