bioreactors – practical experience · crushed stone - not to extend beyond top of waste lift 7 4...
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Bioreactors Bioreactors –– Practical Practical ExperienceExperience
By Anne M. Germain, P.E. DEEBy Anne M. Germain, P.E. DEE
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Material Placed in Time Material Placed in Time Capsules Capsules -- 19901990
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Trommeling Trommeling Test Cell WasteTest Cell Waste
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Excavated Waste from Excavated Waste from bioreactor test cellbioreactor test cell
■■
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Material retrieved from test Material retrieved from test cell time capsulecell time capsule
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Material from control test Material from control test cell time capsulecell time capsule
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Chicken leg from control Chicken leg from control test cell time capsuletest cell time capsule
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Material from bioreactor test Material from bioreactor test cell time capsulecell time capsule
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Recirculation MethodsRecirculation Methods■■ PondingPonding
■■ SprayingSpraying
■■ Vertical WellsVertical Wells
■■ Leach FieldsLeach Fields
■■ Horizontal Wells Horizontal Wells
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PondingPonding
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PondingPonding■■ AdvantagesAdvantages
–– Low costLow cost–– Immediate implementationImmediate implementation–– SimpleSimple
■■ DisadvantagesDisadvantages–– Potential odorsPotential odors–– Potential shortPotential short--circuiting of liquidscircuiting of liquids–– AestheticsAesthetics
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SprayingSpraying
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SprayingSpraying■■ AdvantagesAdvantages
–– Low costLow cost–– Immediate implementationImmediate implementation–– SimpleSimple–– Good distribution if done consistentlyGood distribution if done consistently
■■ DisadvantagesDisadvantages–– Potential odorsPotential odors–– Can only be used while landfill is operatingCan only be used while landfill is operating
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Vertical WellVertical Well
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Vertical WellsVertical Wells■■ AdvantagesAdvantages
–– Moderate costModerate cost–– Wells can be implemented relatively Wells can be implemented relatively
quicklyquickly–– Can be implemented and used after Can be implemented and used after
landfill cell is completedlandfill cell is completed
■■ DisadvantagesDisadvantages–– Potential flooding of LFG wellsPotential flooding of LFG wells–– Limited distributionLimited distribution
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Leach FieldLeach Field
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Leach FieldLeach Field■■ AdvantagesAdvantages
–– Can be implemented and used after Can be implemented and used after landfill cell is completedlandfill cell is completed
■■ DisadvantagesDisadvantages–– Need to wait until landfill cell is Need to wait until landfill cell is
completecomplete
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Horizontal WellHorizontal Well
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Horizontal WellsHorizontal Wells■■ AdvantagesAdvantages
–– Ability to recirculate significant Ability to recirculate significant quantitiesquantities
–– Can be used after landfill cell is Can be used after landfill cell is completedcompleted
■■ DisadvantagesDisadvantages–– CostsCosts–– ComplicatedComplicated
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Potential Undesirable Potential Undesirable ImpactsImpacts
■■ Increased LFG GenerationIncreased LFG Generation
■■ OdorsOdors
■■ Flooding LFG WellsFlooding LFG Wells
■■ Leachate Seeps Leachate Seeps
■■ Loss of Air SpaceLoss of Air Space
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Loss of Airspace?Loss of Airspace?
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Loss of Airspace?Loss of Airspace?
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Loss of Airspace?Loss of Airspace?
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Loss of Airspace?Loss of Airspace?
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Area A-B: Automated Recirculation System in 1990
S
S
S
R
R
RR
R
R
R
R
R
Truck Loading forManual Recirculation
S
R
Automated Recirculation Sump
Recharge Well
Valve VaultV
Legend
Subsurface Leachate Distribution Lines
S
S
R
R
R
SS
RR
R
R
R
RR
S
Truck Loading
Point
RR
R
R
Leach Field B-1Leach Field B-2
Stormwate
r
Lago
on
ValveHouse
V
V
Truck Loading
Point
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RW-5
RW-7
RW-6
RW-3
RW-4
RW-1
RW-1
Area C: Location of Leachate Recharge Wells (Manually Loaded)
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Leachate Recirculation Fields
LeachateRecirculation
Well No. 3
4" Diameter HDPE Pipe
From the Area Master Pump Station
LeachateRecirculation
Well No. 2
LeachateRecirculation
Well No. 1
Leachate Recircualtion Well
Gas Vents/Recharge Wells
Plan View if the Area D Leachate Recirculation System
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Area D: Cross Section of Recirculation System
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Typical Cross-Section - Area D Recirculation Well
6" Sch. 80 PVC Gas Vent Pipe(6" Long with 2 - 90o Bends)
Plywood Lid 1/2" ThickWeather Painted Grey
Final CoverCrushed Stone - Not to
Extend Beyond Top of Waste Lift 7
41
Lift 6
Lift 5
Lift 4
Impervious Layer
Lift 3
First M.H. Sectionto be Solid Wall
4" Perf. Sch. 80 PVC,4' Long (Typ.)
Lift 2
Lift 12' Sand Drainage Layer
2 - 4" Sch. 80 PVC Pipe
4' Dia. Perforated M.H. SectionsFilled with Aggregate
1' of 4" Solid Sch. 80 PVC (Typ.)
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Seed & Mulch
Drainage Sand Layer(K > 1X10-2 cm/sec)
20 MIL PVC Liner (Embossed)
Type 2 GeotextileClean Sand Bedding Layer
(K > 1X10-2 cm/sec)
Recirculation Unit(High Capacity Infiltrator)
6" Min.
CompactedSolid Waste
Gravel16' Typical
Top Soil
Common Fill
6"12
"6"
6"
Dep
ende
nton
Infil
trat
orD
esig
n Sp
ecs .
Typical Cross-Section - Area D Leach Field
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Horizontal Injection Trench Detail
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Area C
Area E
Area D
N
Leachate Recirculation/Gas Collection Trench Plan
Dist. Piping/Trench ConnectionHeader and Distribution PipingThird Level TrenchesSecond Level TrenchesSecond Level TrenchesTop Level Trenches
Initial Contours Prior to FillingFinal Grade Contours 110
50
PHASE 2 LEGEND
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Dist. Piping/Trench ConnectionHeader and Distribution PipingThird Level TrenchesSecond Level TrenchesSecond Level TrenchesTop Level Trenches
Initial Contours Prior to FillingFinal Grade Contours 140
50
PHASE 5 LEGEND
Leachate Recirculation/Gas Collection Trench Plan
Area C
Area E
Area D
N
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Dist. Piping/Trench ConnectionHeader and Distribution PipingThird Level TrenchesSecond Level TrenchesSecond Level TrenchesTop Level Trenches
Initial Contours Prior to FillingFinal Grade Contours 160
50
PHASE 8 LEGEND
Leachate Recirculation/Gas Collection Trench Plan
Area C
Area E
Area D N
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Dist. Piping/Trench ConnectionHeader and Distribution PipingThird Level TrenchesSecond Level TrenchesSecond Level TrenchesTop Level Trenches
Initial Contours Prior to FillingFinal Grade Contours 190
50
PHASE 10 LEGEND
Leachate Recirculation/Gas Collection Trench Plan
Area C
Area E
Area D N
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Dist. Piping/Trench ConnectionHeader and Distribution PipingThird Level TrenchesSecond Level TrenchesSecond Level TrenchesTop Level Trenches
Initial Contours Prior to FillingFinal Grade Contours 226
50
PHASE 12 LEGEND
Leachate Recirculation/Gas Collection Trench Plan
Area C
Area E
Area D N
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Access Road
ClosureCap
System
HorizontalInjectionTrench
E
leva
tion
- MSL
Area C/D Valley Area C/D/E
Subcell Designation
Filling Sequence for the C/D Valley and Area C/D/E
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Distribution Piping/Trench Connection Detail - Side View
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Horizontal Well OperationsHorizontal Well Operations■■ When to start?When to start?■■ When to stop?When to stop?■■ When to start again?When to start again?■■ How to integrate with LFG collection How to integrate with LFG collection
system?system?
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Leachate Recirculation Leachate Recirculation HistoryHistory
1.41.4143,000143,000C/D ValleyC/D Valley
0.50.518,000*18,000*Test CellsTest Cells
31.631.62,474,0002,474,000TOTALSTOTALS
00408,000408,000Area EArea E
4.04.0595,000595,000Area DArea D
4.14.1631,000631,000Area CArea C
21.621.6697,000697,000Area A & BArea A & B
LeachateLeachateRecirculated Recirculated
((MgalsMgals))
Total MSW Total MSW TonnageTonnage
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Current Situation (2002)Current Situation (2002)
0000734,000734,00000C/D ValleyC/D Valley
$425,000$425,0007,646,0007,646,0001,221,0001,221,0008,867,0008,867,000TOTALSTOTALS
$145,000$145,0002,609,0002,609,000002,699,0002,699,000Area EArea E
0000487,000487,0001,131,0001,131,000Area DArea D
$60,000$60,0001,069,0001,069,000001,069,0001,069,000Area CArea C
$220,000$220,0003,968,0003,968,000003,968,0003,968,000Area A & BArea A & B
TreatmentTreatmentCostCost
LeachateLeachateTreated Offsite Treated Offsite
(gals)(gals)
LeachateLeachateRecirculated Recirculated
(gals)(gals)
LeachateLeachateCollected Collected
(gals)(gals)
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Other ConsiderationsOther Considerations■■ Ease of OperationEase of Operation
■■ To Cap or not to CapTo Cap or not to Cap
■■ Capital InvestmentCapital Investment
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DSWADSWA’’s Future Goalss Future Goals■■ Operate all active and closed cells as Operate all active and closed cells as
BioreactorsBioreactors■■ Eliminate offsite treatment of leachateEliminate offsite treatment of leachate■■ Reach end of post closure period with a zero Reach end of post closure period with a zero
discharge leachate treatment system discharge leachate treatment system consisting of:consisting of:–– Recirculation systemRecirculation system–– Wetlands treatment systemWetlands treatment system–– Phyto capPhyto cap