This document provides an introduction to bioreactor landfills. It discusses that bioreactor landfills actively manage liquid and gas conditions to accelerate waste stabilization compared to conventional landfills. There are three main types - aerobic, anaerobic, and hybrid bioreactor landfills. Bioreactor landfills require technologies like liquid or air addition to control waste stabilization processes. They can stabilize waste in 5-10 years compared to 30-50 years for conventional landfills. Monitoring categories include leachate, landfill gas, and waste characteristics to optimize the waste stabilization process.

1. BIOREACTOR
LANDFILLS
MADE BY: ANKITA PAYAL
SONALI FARTIYAL

2. BIOREACTOR LANDFILL -AN
INTRODUCTION
 An innovative technology for biostabilization of municipal
solid waste.
 A controlled landfill where liquid and gas conditions are
actively managed in order to accelerate or enhance
biostabilization of the waste.
 Control, monitor and optimize the waste stabilization
process rather than simply contain the wastes.
 It requires certain primary technologies to enhance and
control the waste stabilization process like liquid or air
addition, temperature, pH and nutrient level.

4. CONVENTIONAL VS. BIOREACTOR
LANDFILL
 Basic principle of
conventional landfill is to
contain and store the
waste
 Called as “Dry Tomb”
landfill
 Takes about 30-50 years
for decomposition
 Leachate generation and
release of landfill gases
can pose long term
environmental risk
 Basic principle of a
bioreactor landfill is the
treatment of waste by
decomposition
 Decomposition occurs in a
shorter period of about 5-
10 years
 Tackles some of the major
environmental problems

5. TYPES OF BIOREACTOR
LANDFILLS
AEROBIC BIOREACTOR
ANAEROBIC BIOREACTOR
HYBRID BIOREACTOR

6. AEROBIC
BIOREACTOR

8. LINER AND
LEACHATE
COLLECTION
SYSTEM
LEACHATE
STORAGE
RECIRCULATION
SYSTEM
LANDFILL GAS
CONTROL
SYSTEM
COMPONENTS

9. TECHNIQUES OF LIQUID
ADDITION
Recirculation of
leachate
Surface Systems
• Spray irrigation
• Drip irrigation
• Tanker truck
application
• Infiltration ponds
• Leach field
• Surface trench
Subsurface System
• Vertical injection
wells
• Horizontal trenches
• Buried infiltration
galleries
• Combination of
horizontal lines and
vertical wells

10. SURFACE ADDITION SYSTEM

11. INFILTRATION PONDS

12. HORIZONTAL TRENCHES

13. VERTICAL WELLS

14. LANDFILL GASES
Direct by-product of anaerobic waste
decomposition
Gas from anaerobic decomposition of waste
is primarily composed of methane (CH4) and
carbon dioxide.
 Other trace components such as water
vapor, hydrogen sulfide and a variety of
organic chemicals, are also founds in LFG.

18. MONITORING CATEGORIES
 Liquid Volume
 Liquid Head on Liner
 Leachate characteristics
 Landfill Gas Quality
 Landfill Gas Volumes
 Gas Emissions
 Waste Characteristics
 Landfill Settlement
 In-situ Instrumentation

19. MONITORING AND PROPER
RECORD KEEPING

20. WHY BIOREACTOR
LANDFILLS?
 WASTE STABILIZATION
 LEACHATE TREATMENT, CAPITALAND
OPERATING COST
 POTENTIAL FOR AIR SPACE RECOVERY
 LANDFILL GAS GENERATION RATES
 ENVIRONMENTAL IMPACTS
 POST CLOSURE CARE, MAINTENANCE AND
RISKS

21. CHALLENGES
• Leachate Seepage
• Temperature Control
• Gas and Odor Control
• Fire and Explosions

22. LEACHATE SEEPS

23. NON-TECHNICAL BARRIERS TO
THE BIOREACTOR LANDFILLS
• Limited regulatory awareness and negative
perception.
• Dearth of site-specific performance
quantification.
• Limited availability of project economic
assessments.
• Insufficient project sustainability experience.
• Lack of financing experience.
• Extended time expectations for planning
permitting and licensing.
• Increased regulatory constraints and conditions.

24. THANK YOU