Issue 1, 2016

Emerging investigators series: formation of disinfection byproducts during the preparation of tea and coffee

Abstract

This study examined the formation of selected disinfection byproducts (DBPs) during the chlorination of breakfast, Earl Grey and green tea, and from instant and filter coffee. Eight model compounds representing the organics in tea and coffee were also tested. Initially, experiments using water pre-spiked with chlorine demonstrated chlorine concentrations of 1–19 mg L−1 were reduced by 5–19% through boiling in a kettle. The chloroform (trichloromethane) yield of 47.6 ± 0.3% from chlorination of catechin hydrate is high compared with surrogates of drinking water natural organic matter (NOM). Chloroform yields from tea chlorinated under formation potential conditions were similar to reactive drinking water NOM isolates and higher than from coffee. Chloroform generated during the preparation of tea reached 30–43 μg L−1 at the highest chlorine dose of 14.2 mg L−1. Under the same conditions no chloroform was detected in instant coffee, whereas up to 3 μg L−1 chloroform was generated from filter coffee. Overall, this study demonstrates the potential for DBP formation when tea is prepared in water containing elevated chlorine concentrations, such as following point-of-use treatment. Conversely, chloroform concentrations in tea prepared with water containing 1 mg L−1 chlorine were ≤4 μg L−1 and therefore trichloromethane (THM) concentrations in tea made using municipal tap water are likely to be insignificant.

Graphical abstract: Emerging investigators series: formation of disinfection byproducts during the preparation of tea and coffee

Supplementary files

Article information

Article type
Paper
Submitted
24 Gwen. 2015
Accepted
13 Du 2015
First published
16 Du 2015

Environ. Sci.: Water Res. Technol., 2016,2, 196-205

Emerging investigators series: formation of disinfection byproducts during the preparation of tea and coffee

T. Bond, S. C. Tang, N. Graham and M. R. Templeton, Environ. Sci.: Water Res. Technol., 2016, 2, 196 DOI: 10.1039/C5EW00222B

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