Biological treatment of landfill leachate: efford landfill, Hampshire, UK - a case study

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Authors

  • Steve Last Enviros Consulting, United Kingdom
  • Jonty Olufsen Enviros Consulting, United Kingdom
  • Howard Robinson Enviros Consulting, United Kingdom

DOI:

https://doi.org/10.15626/Eco-Tech.2005.038

Keywords:

Landfill; Leachate; Biological Treatment; SBR; High quality effluents; IPPC Directive; Best Available Techniques (BAT); Efford Landfill Site; Full-scale; Ammoniacal-N removal; COD removal; Methanogenic leachate; Reed bed

Abstract

Demand for of on-site treatment schemes that are capable of treating landfill leachates to high
standards has grown substantially during the last two decades. Increasingly, plants are being
required to discharge high quality effluents directly into surface watercourses, or to provide a
high degree of treatment prior to discharge into the public sewerage system. This trend is certain
to continue - primarily driven in the United Kingdom in recent months by the requirements of the
EU IPPC Directive, which demands the application of Best Available Techniques (BAT), and by
the EU Water Framework Directive.
Aerobic biological treatment of leachate from domestic landfills has widely been shown to be the
most appropriate, reliable and successful treatment technique to consistently meet stringent
discharge constraints with minimal operator input. The cost of this technology is also often
favourable, when compared with alternative processes. More than 50 plants of this type are
currently operational in the United Kingdom, making it by far the most widely adopted on-site
treatment technology, and many other examples exist overseas.
This paper provides a detailed case study of the design, construction and commissioning of a
biological, Sequencing Batch Reactor (SBR) leachate treatment plant for Hampshire County
Council, at Efford Landfill Site in the New Forest in Hampshire, UK.
Since plant commissioning was completed by the authors during early 2003, extensive and
detailed monitoring data have been collected. These are presented for the plant, which is capable 3 of treating up to 150 m /day of strong methanogenic leachate (ammoniacal-N from 600-
1 000mg/1), and are compared with treatment performances achieved at other full-scale leachate
treatment plants. The paper shows 80D5 and ammoniacal-N removal efficiencies in excess of
99%.
Results also show the efficiency of polishing treatment in a reed bed, before discharge of final
effluent to public sewer.

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References

Carville, M.S., Last, S,D,, Olufsen, J ,S. Robinson, H.D., 2003. Characterisation of contaminant removal achieved by biological leachate treatment systems. Paper presented to Sardinia 2003, the Ninth International Waste Management and Landfill Symposium, S. Margherita di Pula, Cagliari, Italy, 6-10 October 2003, Proceedings on CD, 11 pp.

Robinson, H.D., Olufsen, J., Last, S., 2005. Design and operation of cost-effective leachate treatment schemes at UK landfills: Recent case studies. Paper presented to the 2004 Annual Conference and Exhibition of the Chartered Institute of Wastes Management, 15-18 June 2004, Paignton, Torbay, UK. Landfill Workshop, 16 June 2004. Published in the Scientific and Technical Review Journal, CIWM, April 2005, 6, (1), 14-24.

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Published

2019-10-21