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Modelling flow to leachate wells in landfills
A A Al-Thani1, R P Beaven, J K White
1University of Southampton, Department of Civil and Environmental Engineering, Highfield, Southampton SO17 1BJ, UK.
Waste Management (New York, N.Y.)
|March 16, 2004
Summary
Vertical wells are crucial for landfill dewatering when drainage systems fail. Understanding seepage faces is vital for effective well design and leachate control in landfills.
Area of Science:
- Environmental Engineering
- Geotechnical Engineering
- Hydrogeology
Background:
- Vertical wells are essential for landfill dewatering, especially in older sites lacking basal collection systems or newer sites with failed infrastructure.
- Effective leachate level control is critical for landfill stability and environmental protection.
Purpose of the Study:
- To investigate the transient dewatering process in landfills using vertical wells.
- To analyze the impact of seepage faces on landfill dewatering efficiency.
Main Methods:
- Utilized the numerical groundwater flow model MODFLOW-SURFACT, which incorporates seepage surface modeling capabilities.
- Simulated transient dewatering scenarios in a landfill environment.
Main Results:
- A seepage face develops at the well entry during pumping, influencing the expected drawdown.
- The position of the seepage face significantly affects the groundwater flow field around the well.
Conclusions:
- The development and position of the seepage face are critical factors in landfill dewatering.
- Accurate characterization of the seepage flow field is necessary for optimal vertical well design in landfills.
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