A simple and rapid analytical approach was developed that can be used to investigate the anionic surfactant-induced toxicity associated with the primary effluent from the Lions Gate wastewater treatment plant (North Vancouver, BC). Using this approach, the effluent was characterized on two occasions in terms of anionic surfactant concentration and anionic surfactant-induced toxicity. The results suggest that the concentration of anionic surfactants, measured as methylene blue active substances (MBAS), in the primary effluent increased throughout each day and was highest at night (11:30 p.m.). The toxicity, measured using Vibrio fischeri bioassays (i.e., MicroTox™), also increased throughout each day and was the highest at night. The high molecular weight fraction of anionic surfactants was identified as the most toxic fraction although it was present at the lowest concentration. The results of the present study suggest that the concentration of the high molecular weight fraction of anionic surfactants could be used as a good surrogate to easily and rapidly quanitfy the anionic surfactant-induced toxicity of the primary effluent.
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January 2008
Research Article|
January 19 2008
Characterization of anionic surfactant-induced toxicity in a primary effluent
C. Bradley;
aDepartment of Civil Engineering, The University of British Columbia, 6250 Applied Science Lane, Vancouver, BC V6T 1Z4, Canada.
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P.R. Bérubé
aDepartment of Civil Engineering, The University of British Columbia, 6250 Applied Science Lane, Vancouver, BC V6T 1Z4, Canada.
Corresponding author (email: berube@civil.ubc.ca)
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*
604-822-5665
Corresponding author (email: berube@civil.ubc.ca)
Publisher: Emerald Publishing
Received:
January 12 2007
Accepted:
July 10 2007
Online ISSN: 1496-256X
Print ISSN: 1496-2551
2008
Journal of Environmental Engineering and Science (2008) 7 (1): 63–70.
Article history
Received:
January 12 2007
Accepted:
July 10 2007
Citation
Bradley C, Bérubé P (2008), "Characterization of anionic surfactant-induced toxicity in a primary effluent". Journal of Environmental Engineering and Science, Vol. 7 No. 1 pp. 63–70, doi: https://doi.org/10.1139/S07-036
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