This paper analyses the results of column tests performed on samples of compacted soils permeated by petroleum-produced water from onshore areas in north-east Brazil. It is shown that in almost all of the tested samples, the soil hydraulic conductivity decreased over time. Bioclogging and biofilm formation, as well as clay dispersion and filtration, are analysed; clay dispersion is indicated as the probable main cause of the observed behaviour. Furthermore, particle dispersion seems to be dependent on the changes in soil porosimetry (lower fraction of macropores), which is caused by higher compaction energy. Breakthrough curves obtained for magnesium (Mg) and calcium (Ca) suggest that bivalent cations were replaced by sodium (Na) cations during the tests. Furthermore, for longer test times, a noticeable amount of solid-particle sediment was observed at the bottom of the fluid collection jars. The authors confirmed that bioclogging did not significantly influence the reduction in soil hydraulic conductivity, as this reduction occurred before the start of any microbial activity.
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9 September 2019
Research Article|
July 12 2019
Compacted Brazilian soil hydraulic behaviour during the percolation of petroleum-produced water Available to Purchase
Fernando A L V Lima, MSc;
Fernando A L V Lima, MSc
Professor
Department of Materials Science and Technology, Federal University of Bahia, Salvador, Brazil
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Sandro Lemos Machado, PhD
Department of Materials Science and Technology, Federal University of Bahia, Salvador, Brazil
(corresponding author: smachado@ufba.br)
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(corresponding author: smachado@ufba.br)
Publisher: Emerald Publishing
Received:
January 14 2019
Accepted:
June 20 2019
Online ISSN: 1496-256X
Print ISSN: 1496-2551
ICE Publishing: All rights reserved
2019
Journal of Environmental Engineering and Science (2019) 14 (3): 179–191.
Article history
Received:
January 14 2019
Accepted:
June 20 2019
Citation
Lima FALV, Machado SL (2019), "Compacted Brazilian soil hydraulic behaviour during the percolation of petroleum-produced water". Journal of Environmental Engineering and Science, Vol. 14 No. 3 pp. 179–191, doi: https://doi.org/10.1680/jenes.19.00003
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