Back to Search Start Over

The distribution dynamics and desorption behaviour of mobile pharmaceuticals and caffeine to combined sewer sediments

Authors :
Sébastien Sauvé
S. Vo Duy
Sarah Dorner
Hans Peter H. Arp
Michèle Prévost
M. Hajj-Mohamad
H. Darwano
Source :
Water Research. 108:57-67
Publication Year :
2017
Publisher :
Elsevier BV, 2017.

Abstract

Pharmaceuticals are discharged to the environment from wastewater resource recovery facilities, sewer overflows, and illicit sewer connections. To understand the fate of pharmaceuticals, there is a need to better understand their sorption dynamics to suspended sediments (SS) and settled sediments (StS) in sewer systems. In this study, such sorption dynamics to both SS and StS were assessed using a batch equilibrium method under both static and dynamic conditions. Experiments were performed with natively occurring and artificially modified concentrations of sewer pharmaceuticals (acetaminophen, theophylline, carbamazepine, and a metabolite of carbamazepine) and caffeine. Differences in apparent distribution coefficients, Kd,app, between SS and StS were related to differences in their organic carbon (OC) content, and the practice of artificially modifying the concentration. Kd,app values of modified contaminant concentrations and high OC sediments were substantially higher. Pseudo-second order desorption rates for these mobile compounds were also quantified. Successive flushing events to simulate the addition of stormwater to sewer networks revealed that aqueous concentrations would not necessarily decrease, because the added water will rapidly return to equilibrium concentrations with the sediments. Sorption and desorption kinetics must be considered in addition to dilution, to avoid underestimating the influence of dilution on concentrations of pharmaceuticals discharged to the environment.

Details

ISSN :
00431354
Volume :
108
Database :
OpenAIRE
Journal :
Water Research
Accession number :
edsair.doi.dedup.....21afdabb315c5f4d6c3fc213239060d5
Full Text :
https://doi.org/10.1016/j.watres.2016.10.053