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Landfills Gas Generation and
collection in landfills
S.M.Hasan Razu, Store Officer, CPS, Raozan, BPDB, Raozan.
Ex-Assistant Manager (Environment, Safety and Total Quality Management), Matarbari Power Plant, CPGCBL, Ministry
of Power, Energy and Mineral Resources.
What is Land fill ?
• Ultimate disposal of solid waste
• Land fill may be defined as the
operation in which waste to
disposed of are compacted in
layers and covered with a layer
of earth at the end of each day’s
operation.
• Complete disposal method
• Composting or incineration
method needs landfill
• Landfill involves the
application of basic
engineering techniques.
• Drawbacks
• Organic substances returing
to groundwater and
surfacewater resources
• Inorganic substances returing
to groundwater and
surfacewater resources
• Pathogenic micro organism
Organic substances returing
to groundwater and
surfacewater resources
• The Planning, Analysis and design of sanitary
landfill system involve the application of a
variety of scientific, engineering, economic
and environmental principles
• Factors Considered for
design and operation of
landfill
1. Landfill Site selection
2. Landfilling Methods and Operation
3. Design of Landfill
4. Gas and leachate in Landfill
5. Operation of Landfill
6. Environmental Factors
• Landfill site Selection
 Sufficient land area
 Minimum Haul distances are desirable
 Cover material should be available at or near the
landfill site.
 Climatic conditions to be considered like wind pattern
and local surface water hydrology
 Geologic and hydrologic conditions being the most
important factors.
 Environmentally acceptable with respect to noise,
odour, dust and vector control
Landfilling methods and operation
• Selection of a method depends upon
the physical conditions of the site,
amount and types of solid waste to be
disposed.
• Two Methods of Landfilling
 Trench method
 Area Method
Trench Method
 Excavation of a trench.
 Dumping of waste then
placed in to the trench,
spread and compacted.
 Excavating soil serving as a
cover material
 Narrow trench width would
require less cover material
• Sufficient width should be provided in
order to allow discharge of the wastes
as well as accommodate the
compaction equipment and vehicles
that use the fill.
• Width of the trench should be twice
that of the largest piece of
equipment that will work in the
trench.
• The Trench method is suitable for
sites which have a flat or gently
rolling land surface, a low
groundwater table and a thick soil
layer.
Trench Method
Area Method Of Landfilling
• Not involving excavation of
trench.
• Waste are spread and
compacted on the surface
of the ground.
• Cover material is then
spread and compacted
over the layer of waste.
• Suitable for flat and gently
sloping land and where the
groundwater table is high.
Design of Landfill
• Designing determinants
quantity,
-rate of delivery,
-characteristics of solid
waste
- operating practice.
• Size of the site must
include two important
factors
1. Gross Area_ Total area
within the boundary
2. Useful fill area_50-80%
of the gross area
• A cell is built by spreading
and compacting of solid
waste into layers within a
confined area.
• The compacted waste and
its daily soil cover make up
a cell.
• A series of adjoining cells at
the same elevation
constitute a lift.
• A completed fill may
consist of one or several
lifts.
• The basic element of a cell
are height, length, width of
working face, slope of side
walls and thickness of daily
cover.
• Cell heights vary between 2
and 4 meters
Leachate and gas in landfills
• What is leachate?
 Landfill leachate is a high organic matter and
ammonium nitrogen strength wastewater
formed as a result of percolation of rain-
water and moisture through waste in landfills.
 Key factor for in safe landfill design and
operation
Why leachate detrimental to the surface
water & Ground water source?
High BOD
High COD
High Turbidity
High TDS
High TSS
Leachate collection system
 Perforated piping system to
collect and carry the
leachate to a storage tank
• Leachate disposal methods
 wastewater treatment
plant
 Onsite treatment
Landfill Gas!!!
 A Mixture of methane and
carbon di-oxide produced
by the decomposition of
organic matter in the solid
waste.
 Landfil gas is highly
flammable and poses a risk
of explosion if not properly
managed
• A low cost design to handle
landfill gas may consist of
buried vertical perforated
pipes to collect the gas,
using its natural pressure
and vent or flare it at the
surface.
Landfill Operation
• Important Operational
Procedures
 Site Preparation and
Maintenance
 Environmental Control
 Operating Hours
 Operations under inclement
weather conditions

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Lanfill gas introduction and its different aspects

  • 1. Landfills Gas Generation and collection in landfills S.M.Hasan Razu, Store Officer, CPS, Raozan, BPDB, Raozan. Ex-Assistant Manager (Environment, Safety and Total Quality Management), Matarbari Power Plant, CPGCBL, Ministry of Power, Energy and Mineral Resources.
  • 2. What is Land fill ? • Ultimate disposal of solid waste • Land fill may be defined as the operation in which waste to disposed of are compacted in layers and covered with a layer of earth at the end of each day’s operation.
  • 3. • Complete disposal method • Composting or incineration method needs landfill • Landfill involves the application of basic engineering techniques.
  • 4. • Drawbacks • Organic substances returing to groundwater and surfacewater resources • Inorganic substances returing to groundwater and surfacewater resources • Pathogenic micro organism Organic substances returing to groundwater and surfacewater resources
  • 5. • The Planning, Analysis and design of sanitary landfill system involve the application of a variety of scientific, engineering, economic and environmental principles • Factors Considered for design and operation of landfill 1. Landfill Site selection 2. Landfilling Methods and Operation 3. Design of Landfill 4. Gas and leachate in Landfill 5. Operation of Landfill 6. Environmental Factors
  • 6. • Landfill site Selection  Sufficient land area  Minimum Haul distances are desirable  Cover material should be available at or near the landfill site.  Climatic conditions to be considered like wind pattern and local surface water hydrology  Geologic and hydrologic conditions being the most important factors.  Environmentally acceptable with respect to noise, odour, dust and vector control
  • 7. Landfilling methods and operation • Selection of a method depends upon the physical conditions of the site, amount and types of solid waste to be disposed. • Two Methods of Landfilling  Trench method  Area Method
  • 8. Trench Method  Excavation of a trench.  Dumping of waste then placed in to the trench, spread and compacted.  Excavating soil serving as a cover material  Narrow trench width would require less cover material • Sufficient width should be provided in order to allow discharge of the wastes as well as accommodate the compaction equipment and vehicles that use the fill. • Width of the trench should be twice that of the largest piece of equipment that will work in the trench. • The Trench method is suitable for sites which have a flat or gently rolling land surface, a low groundwater table and a thick soil layer.
  • 10. Area Method Of Landfilling • Not involving excavation of trench. • Waste are spread and compacted on the surface of the ground. • Cover material is then spread and compacted over the layer of waste. • Suitable for flat and gently sloping land and where the groundwater table is high.
  • 11. Design of Landfill • Designing determinants quantity, -rate of delivery, -characteristics of solid waste - operating practice. • Size of the site must include two important factors 1. Gross Area_ Total area within the boundary 2. Useful fill area_50-80% of the gross area
  • 12. • A cell is built by spreading and compacting of solid waste into layers within a confined area. • The compacted waste and its daily soil cover make up a cell. • A series of adjoining cells at the same elevation constitute a lift. • A completed fill may consist of one or several lifts.
  • 13. • The basic element of a cell are height, length, width of working face, slope of side walls and thickness of daily cover. • Cell heights vary between 2 and 4 meters
  • 14. Leachate and gas in landfills • What is leachate?  Landfill leachate is a high organic matter and ammonium nitrogen strength wastewater formed as a result of percolation of rain- water and moisture through waste in landfills.  Key factor for in safe landfill design and operation
  • 15. Why leachate detrimental to the surface water & Ground water source? High BOD High COD High Turbidity High TDS High TSS
  • 16. Leachate collection system  Perforated piping system to collect and carry the leachate to a storage tank • Leachate disposal methods  wastewater treatment plant  Onsite treatment
  • 17. Landfill Gas!!!  A Mixture of methane and carbon di-oxide produced by the decomposition of organic matter in the solid waste.  Landfil gas is highly flammable and poses a risk of explosion if not properly managed • A low cost design to handle landfill gas may consist of buried vertical perforated pipes to collect the gas, using its natural pressure and vent or flare it at the surface.
  • 18. Landfill Operation • Important Operational Procedures  Site Preparation and Maintenance  Environmental Control  Operating Hours  Operations under inclement weather conditions