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Evolution of Landfill Technology:

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Evolution of Landfill Technology: South American Context Dr. Patrick Hettiaratchi Department of Civil Engineering Faculty of Engineering, University of Calgary – PowerPoint PPT presentation

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Title: Evolution of Landfill Technology:


1
Evolution of Landfill Technology South American
Context
Dr. Patrick Hettiaratchi Department of Civil
Engineering Faculty of Engineering, University
of Calgary Chair, Environmental Engineering
Division (EED), Canadian Society for Civil
Engineering (CSCE) June 22, 2005
University of San Fransisco De Quito Quito,
Ecuador
2
Sanitary Landfill Technology
Presentation
  • What are sanitary landfills?
  • The evolution from open dumps to current
    conventional landfills
  • How technology is used to minimize landfill
    problems?
  • Future of landfilling bioreactor
    landfills/sustainable landfills??

3
History of Landfilling Open Dumping A way of
life.
Past was the accepted way of getting rid of our
waste (until someone showed that it is not a
good practice)
4
Open Dumps
are unsightly
5
Open Dump near Bangkok, Thailand
6
Scavengers in Quito, Ecuador
7
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8
Earning a living Quito, Ecuador
9
Landfills Produce Leachate or Garbage Juice
The Problem
  • Leachate is an aqueous solution containing high
  • concentrations of inorganic and organic
    pollutants
  • Leachate BOD can be as high as 20,000 mg/L
  • (compare with domestic sewage BOD of 250 mg/L)
  • Leachate can cause Surface-water and
    Groundwater contamination

10
Leachate pool.on surface!!!
11
  • Landfill Technological Solutions
  • In 1980s, we converted Open Dumps to Sanitary
    Landfills ..
  • Dry-tomb type Sanitary Landfills are designed
    and constructed to eliminate problems with Open
    Dumps

12
Approaches to control water contamination
  • Leachate is garbage juice or an aqueous
    liquid produced within the landfill

13
Landfill Construction
14
Leave it Alone !!!!!
R I P
15
Current Practice of Sanitary Landfill
Engineering in South America
  • Excellent leachate escape control Extensive
    use of geo-membrane liner systems with leachate
    collection
  • In-adequate leachate production control
    Landfills are kept open for too long

16
Sanitary Landfills in South America Leachate
Management Alternatives
  • Build smaller cells (smaller area, but deeper),
    close the cell quickly with an evapo-transpirativ
    e cover. Result decrease leachate production
    with time
  • Avoid leachate treatment by transporting to a
    nearby sewage treatment plant. Since quantities
    are small, this is viable and cost effective (not
    in Quito .. Combined sewage and leachate
    treatment in Inga???)

17
Performance-based Design of Sanitary Landfills
The Common-sense Approach ..
  • Performance-based Design Optimal design for a
    defined performance of the landfill components.
  • Example Leachate management required only if
    groundwater contamination is unacceptable.
  • Sometimes expensive liners may not be required
  • Inga in Quito,
  • Dona Juana in Bogota
  • Loma Los Colorados in Santiago

18
Performance-based Design of Landfills The
Common-sense Approach
  • Performance-based design is practiced in
  • United States (allowed under Sub-title D
    landfill regulations)
  • Canada (sometimes known as the natural
    attenuation landfill)

19
Performance-based Design of Landfills The
Common-sense Approach
20
Other Problems with the Dry-tomb Sanitary
Landfillling Approach
  • Un-sustainable??? Loss of Space. Need to find
    new space every few years (Quito, Toronto,
    Edmonton)
  • Long-term liability Need to monitor potential
    impact for a long- time (until waste stability is
    achieved)

21
Landfill Gas a liability or a resource?

22
Zambiza Landfill (Quito, Ecuador)
23
Zambiza Landfill (Quito, Ecuador)
24
A Case for Landfill Gas Extraction and Energy
Recovery
  • 50 of landfill gas is methane
  • 1 tonne of MSW produces 150-200 m3 of methane
  • based on stoichiometry,
  • under ideal conditions
  • over a period of time (time period depends on
    rate kinetics)

Landfill Gas is typically extracted using active
systems (passive systems are used primarily to
reduce gas pressure build up more wells are
needed)
25
Landfill Gas Extraction and Energy Recovery
  • Extraction is feasible in any landfill
  • Typical vertical well network
  • Networks are designed using
  • gas production estimates,
  • field testing and
  • theoretical calculations (based on radius of
    influence)
  • Or on as needed basis using surface
    emission data

26
Active Gas Recovery in Loma Los Colorados
Landfill, Chile, Using a Designed Well Network
27
Loma Los Colorados Gas Well Network
28
A problem with gas extraction in Loma Los
Colorados
  • The designed network was not efficient..
  • Less than 25 of the gas produced was captured
  • based on a methane balance done in 2001.
  • Why??
  • The landfill was not designed for methane
    recovery
  • Use of low permeable daily/intermediate
  • cover material

29
Experience in Montreal, Canada
  • Most wells are installed on as needed basis
  • Use a large number of wells, but gas
    collection
  • Efficiency is very high.

30
Gas wells.everywhere
31
Well-head in Montreal landfill
32
Energy Recovery Is it Feasible??
  • Gas can be extracted from most landfills,
  • but sometimes energy recovery may not be
    feasible !!!
  • Reason Not economical

33
In Chile gas is burned in a Central
Incinerator
CH4 burned 85 tonnes/year (or 330 m3/d)
34
In Ecuador wells are fitted with flares.
produce toxic compounds
35
Gas Management Other Solutions
  • Find a nearby community or industry to use the
    recovered gas directly
  • Develop as a CDM project (for Carbon Credits
    under Kyoto Protocol)

36
Another Solution..
Design for Gas Extraction and Energy Recovery!!
  • Landfill Bioreactor concept
  • Leachate is recirculated as a means of enhancing
    rates of reactions within the cell
  • Controlled recirculation of leachate will
  • increase moisture, nutrients and
  • provide a microbial seed for rapid
    biodegradation
  • High rates of gas production will enhance
    economics of energy recovery

37
Bioreactor Landfill
Anaerobic Reactor
38
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39
A Better Solution Sustainable Landfill
Go two steps further
  • After the Anaerobic Bioreactor stage, include
  • Aerobic Bioreactor stage (in-ground composter)
  • Biocell mining stage
  • Stabilize the waste quickly (Anaerobic and
    Aerobic)
  • Mine the cell, and extract recyclables
    compost
  • Reuse the space.
  • Holistic approach (not piece-meal)

40
Sustainable Landfill
Aerobic Reactor
41
Sustainable Landfills Are we there yet???
  • Not really..
  • Although there are some operating Anaerobic
    Reactors (and a few Aerobic Reactors) around the
    World, no one has tried the sequential operation
    (Sustainable Landfill) yet..
  • A number of operational problems needs to be
    resolved before Sustainable Landfills can be
    universally applied.

42
Problems to Resolve
Moisture Distribution Within the Cell
43
Leachate Pools Created by over-zealous
Leachate Recirculation
44
Problems to Resolve
Surface Gas Emissions
  • Could occur during construction of the biocell
    (may take 1 or 2 years to completely fill a cell)
  • Significant quantities can escape from surface
    even with
  • a gas capture system
  • example Loma Los Colorados Landfill, Chile

45
Landfill Bio-Caps or MOLs
  • A new concept
  • Use a naturally occurring bacteria to convert
    methane

46
Biofiltration of CH4
Microbially mediated oxidation of CH4 is carried
out by methanotrophic bacteria
(Methylomonas methanica)
47
CH4 Oxidation in Landfill Caps
48
Sustainable Landfill Operation (Calgary Biocell
Concept)
Anaerobic Year 2
Anaerobic Year 1
Anaerobic Year 3
Mining/ Space Recovery Year 6
Aerobic Year 5
Aerobic Year 4
49
Calgary Sustainable Biocell or LBC
  • Pilot Project (1 hectare 50,000 tonnes of waste)
  • Partners/Participants City of Calgary,
    University of Calgary and Consultants
  • Mitigation Measures
  • Biocap, or Methane Oxidation Layer (MOL), to
    control methane gas emissions during
    construction and operation

50
LBC Design ..
51
LBC Construction
52
LBC Filling
53
Monitoring/Sensors for Research and LBC Operation
  • Temperature
  • Settlement (plates at 4 levels)
  • Loads (pressure transducers/pressure plates)
  • Leachate head (piezometers)
  • Moisture in waste (TDR)
  • Pore pressure measurements
  • Leachate characteristics

54
Monitoring/Sensors Settlement
55
Monitoring/Sensors Layout
56
LBC Current Status
  • First lift is being filled with domestic waste
  • In early July, the first intermediate biocover
    will be placed
  • Sensors are being installed
  • Expect to collect settlement data and biocover
    performance data, starting mid-July

57
Conclusions
  • Waste disposal has progressed from open dumps
    (in the past) to dry-tomb sanitary landfills
    (present).
  • Bioreactor Landfills/Sustainable Landfills
    could be the future.
  • Sustainable landfilling follows a holistic
    approach. Consider waste as a resource extract
    biogas energy and compost and recyclables, and
    space. It is consistent with the current
    environmental (sustainable development) thinking
  • Technical challenges need to be overcome,
    before Sustainable Landfill concept could be
    universally applied.

Thank You!
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