Long-term observations on the hydraulic performance of a combined capillary barrier-methane oxidation landfill cover system

Journal Article (2024)
Author(s)

J.M. van den Brink (Wageningen University & Research, TU Delft - Geo-engineering)

H. Scharff (Landfill.pro, NV Afvalzorg Holding)

B. Steinert (melchior + wittpohl Beratende Ingenieure PartmbB)

S. Melchior (melchior + wittpohl Beratende Ingenieure PartmbB)

M. Hrachowitz (TU Delft - Water Resources)

T.J. Heimovaara (TU Delft - Geoscience and Engineering)

Julia Gebert (TU Delft - Geo-engineering)

Geo-engineering
DOI related publication
https://doi.org/10.1016/j.wasman.2024.07.002
More Info
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Publication Year
2024
Language
English
Geo-engineering
Bibliographical Note
Green Open Access added to TU Delft Institutional Repository 'You share, we take care!' - Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.@en
Volume number
187
Pages (from-to)
109-118
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Abstract

This study quantifies the field hydraulic performance of a dual-functionality landfill cover, combining microbial methane oxidation with water diversion using a capillary barrier. The investigated 500 m2 test field, constructed on a landfill in the Netherlands, consisted of a cover soil optimised for methane oxidation, underlain by a sandy capillary layer and a gravelly capillary block. Outflows from these layers were measured between 2009 and 2023. Average precipitation was 848 mm/a, evapotranspiration, diverted infiltration and breakthrough amounted to 504 (59.4 %), 282 (33.3 %) and 62 (7.3 %) mm/a, respectively. On average, the capillary barrier diverted 82 % of the inflow into the capillary layer. Breakthrough occurred mainly from October to March when evapotranspiration was low and the maximum water storage capacity of the cover soil was reached. During this period, inflow into the capillary barrier exceeded its diversion capacity, caused by the relatively high hydraulic conductivity of the cover soil due to its optimisation for gas transport. The diversion capacity declined drastically in the year after construction and increased again afterwards. This was attributed to suffusion of sand from the capillary layer into the capillary block and subsequent washout to greater depths or the influence of iron precipitates at the bottom of the capillary layer. The effect of a more finely grained methane oxidation layer on the hydraulic and methane oxidation performance should be investigated further. These measures could further improve the combined performance of the dual functionality landfill cover system under the given conditions of a temperate climate.

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