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Borehole dilution tests to measure leachate flow at a recirculation landfill

Borehole dilution tests to measure leachate flow at a recirculation landfill
Borehole dilution tests to measure leachate flow at a recirculation landfill
The recirculation and infiltration of leachate in landfills may be carried out to facilitate the flushing of contaminants and accelerate the stabilisation of waste. Flushing contaminants through recirculation relies on the movement of fluids through the landfill body to basal drains, which will predominantly be driven by gravity. Leachate recirculation and infiltration measures commenced at de Kragge II landfill (Bergen op Zoom, The Netherlands) in March 2018. Up to 90 m3/day of treated leachate is recirculated into the top of a 20 m deep, 5 ha landfill cell through 14 horizontal drains installed at the surface. Poor connectivity between the waste and the basal drainage system has resulted in saturated conditions forming in the lower 7-8 m of the landfill. Knowledge about the leachate flow within the waste body is essential for evaluating the success of the stabilisation measures. To investigate the flow regime within the saturated waste, 22 Single Borehole Dilution tests were carried out in 13 piezometers at
different depths, between 8.4 and 18.1 m below ground level, and locations across the landfill cell. Tests were repeated in a number of the piezometers to demonstrate repeatability. Flow was measured in all piezometers. Calculated Darcy flow velocities ranged between 0.01 and 1.02 m/day, with the highest
velocities measured in the deepest piezometers. Four tests were carried out in one nest of piezometers installed at different depths, with the leachate recirculation system switched off for two days prior to and during the test. Although flows were somewhat higher in two of the piezometers, it was not possible to conclude whether the infiltration of leachate significantly influences flow.
recirculation, Tracer Tests, well tests, Hydraulic properties
Rees-White, T.
852278dd-f628-4d98-a03a-a34fea8c75d6
Feenstra, M.
50792886-ae79-4772-89d9-f9aefc482533
Kanen, T.
41c2f4ed-6e1b-4f33-ab04-91e82a3189e2
Beaven, R.
5893d749-f03c-4c55-b9c9-e90f00a32b57
Gebert, J.
3f7b9a19-3bbe-404f-a737-01e584c5a597
Rees-White, T.
852278dd-f628-4d98-a03a-a34fea8c75d6
Feenstra, M.
50792886-ae79-4772-89d9-f9aefc482533
Kanen, T.
41c2f4ed-6e1b-4f33-ab04-91e82a3189e2
Beaven, R.
5893d749-f03c-4c55-b9c9-e90f00a32b57
Gebert, J.
3f7b9a19-3bbe-404f-a737-01e584c5a597

Rees-White, T., Feenstra, M., Kanen, T., Beaven, R. and Gebert, J. (2023) Borehole dilution tests to measure leachate flow at a recirculation landfill. 19th International Symposium on Waste Management Resource Recovery and Sustainable Landfilling, Forte Village Resort, Cagliari, Italy. 09 - 13 Oct 2023.

Record type: Conference or Workshop Item (Paper)

Abstract

The recirculation and infiltration of leachate in landfills may be carried out to facilitate the flushing of contaminants and accelerate the stabilisation of waste. Flushing contaminants through recirculation relies on the movement of fluids through the landfill body to basal drains, which will predominantly be driven by gravity. Leachate recirculation and infiltration measures commenced at de Kragge II landfill (Bergen op Zoom, The Netherlands) in March 2018. Up to 90 m3/day of treated leachate is recirculated into the top of a 20 m deep, 5 ha landfill cell through 14 horizontal drains installed at the surface. Poor connectivity between the waste and the basal drainage system has resulted in saturated conditions forming in the lower 7-8 m of the landfill. Knowledge about the leachate flow within the waste body is essential for evaluating the success of the stabilisation measures. To investigate the flow regime within the saturated waste, 22 Single Borehole Dilution tests were carried out in 13 piezometers at
different depths, between 8.4 and 18.1 m below ground level, and locations across the landfill cell. Tests were repeated in a number of the piezometers to demonstrate repeatability. Flow was measured in all piezometers. Calculated Darcy flow velocities ranged between 0.01 and 1.02 m/day, with the highest
velocities measured in the deepest piezometers. Four tests were carried out in one nest of piezometers installed at different depths, with the leachate recirculation system switched off for two days prior to and during the test. Although flows were somewhat higher in two of the piezometers, it was not possible to conclude whether the infiltration of leachate significantly influences flow.

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More information

Published date: 11 October 2023
Venue - Dates: 19th International Symposium on Waste Management Resource Recovery and Sustainable Landfilling, Forte Village Resort, Cagliari, Italy, 2023-10-09 - 2023-10-13
Keywords: recirculation, Tracer Tests, well tests, Hydraulic properties

Identifiers

Local EPrints ID: 484616
URI: http://eprints.soton.ac.uk/id/eprint/484616
PURE UUID: ed30d3eb-de10-457a-8943-e724608b3136
ORCID for T. Rees-White: ORCID iD orcid.org/0000-0001-9009-8432
ORCID for R. Beaven: ORCID iD orcid.org/0000-0002-1387-8299

Catalogue record

Date deposited: 17 Nov 2023 18:04
Last modified: 18 Mar 2024 03:06

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Contributors

Author: T. Rees-White ORCID iD
Author: M. Feenstra
Author: T. Kanen
Author: R. Beaven ORCID iD
Author: J. Gebert

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