Cost Effective Leachate Treatment Options for Restored Landfills A Case Study of Two Landfills - PowerPoint PPT Presentation

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Cost Effective Leachate Treatment Options for Restored Landfills A Case Study of Two Landfills

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Willow Short Rotation Coppice. Conclusions. Legislative Background. 1993 ... Willow Short Rotation Coppice. Treatment on-site. Removal of harmful constituents ... – PowerPoint PPT presentation

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Title: Cost Effective Leachate Treatment Options for Restored Landfills A Case Study of Two Landfills


1
Cost Effective Leachate Treatment Options for
Restored Landfills A Case Study of Two
Landfills
BSc, MSc Cathriona Cahill (RPS Consulting
Engineers) BA, BAI Cora Plant (RPS Consulting
Engineers)
2
Overview
  • Legislative Background
  • Restoration Aftercare
  • Landfill Leachate Treatment
  • Case Studies
  • Dungarvan Landfill (Closed, unlined)
  • Integrated Constructed Wetlands
  • Kyletalesha Landfill (Active, lined unlined)
  • Willow Short Rotation Coppice
  • Conclusions

3
Legislative Background
  • 1993 EPA were established
  • 1996 Waste Management Act
  • Procedures for Waste Licensing
  • Restoration Aftercare
  • Env. Monitoring/Management
  • 30 years!
  • The Waste Management (Licensing)(Amendment)
    Regulations, 2002
  • maintain a financial provision for the closure,
    restoration and aftercare of the facility

4
Restoration Aftercare Costs
  • Continued monitoring and reporting to the agency
  • Maintain a landfill gas management system
  • Maintain effective leachate treatment disposal
    mechanisms
  • Challenges!

5
Landfill Leachate Treatment
  • Complete on-site treatment
  • On-site treatment to remove methane and
    subsequent disposal to sewer
  • Tankering from on-site storage area
  • Dilute Disperse Principle

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7
Dungarvan Landfill
  • Co. Waterford
  • 6 hectares (5 ha waste)
  • Commenced operation in 1968
  • Dilute Disperse Principle (unlined)
  • Waste Licence 2002
  • Closed in 2004
  • Little Revenue

8
Restoration Aftercare Plan
  • Framework
  • Installation of Integrated Constructed Wetlands
    into the Capping System
  • Treatment of leachate
  • Cost Effective
  • Low Maintenance
  • Area of Nature Conservation
  • Public Amenity Area

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10
Integrated Constructed Wetlands
  • Design Approach developed by DoE (NPWS)
  • Shallow ponds
  • Thrive conc. 100mg/l ammonium
  • 15 18 dilution prior to treatment
  • 125-200m3 day
  • 1m3 requires 100m2 ICW
  • Discharge to adjacent River Colligan
  • High Assimilative Capacity
  • Tidal

11
Design Approach
  • Incorporate ICW into Capping System
  • Landscape fit
  • 2.3ha available ICW
  • Cost savings on installation of capping system
  • Safely Sealed System
  • Leachate Control System
  • Alarm system
  • Restrict uncontrolled emissions to River Colligan

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19
Programme
  • EPA have accepted the concept of ICW
  • Waste Licence Review
  • Emission Limit Values
  • Emissions to River Colligan
  • Management and Maintenance Plans
  • Mass Balance Calculations
  • Capping commenced in July 2007
  • Establish ICW in 2008

20
Kyletalesha Landfill
  • Co. Laois, Midlands
  • Licensed 47,100 tonnes/annum
  • Site area
  • Approx 70 hectares
  • Lined unlined cells
  • Combination of Leachate Treatment on-site
    Tankering off-site

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22
Leachate Management Plan
  • Assessment of Existing Practices
  • Assessment of Disposal Options

23
Leachate Disposal Mechanisms
  • Leachate Infrastructure
  • Gravity Pumped Systems
  • Lined Storage Lagoon (2,800m3) pre 2007
  • Unlined Storage Lagoon (7,000m3) pre 2007
  • Leachate Storage Tank (900m3) 2007
  • Leachate Disposal
  • Peat Treatment Beds (1999 - 2006)
  • Tankering off-site (current)

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26
Disposal Options
  • Willow Short Rotation Coppice
  • Treatment on-site
  • Removal of harmful constituents
  • Possible source of revenue
  • Low management
  • Compact system
  • Lined system
  • Completely Enclosed

27
Suitability for Kyletalesha
  • Limiting Factors
  • Rate of Adsorption
  • Typically 4,500m3/hectare/annum
  • Longer growing season in Ireland 10 months
  • Chlorine
  • 940 Kg/annum

28
Leachate Composition
Maximum Leachate Generation and Cl concentrations
29
Application Rates
30
Conclusions
  • Cost Effective Solution for the disposal of
    leachate dependant on the following criteria 
  • Available space
  • Concentration of the limiting factors in the
    leachate and the dilution capability requirements
  • Availability of discharge point
  • The stage of landfill operation active or
    capped
  • Foundations are designed and incorporated in the
    capping system
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