The use of polyethylene pipes in the distribution network causes contamination of the drinking water. The contaminants are a mixture of phenols, quinones, antioxidants and short polyethylene chains that in general have a functional polar oxygen group. With the use of the film-layer theory and a mass balance for a pipe, an equation is derived to compute the outlet concentration from a given pipe. The equation indicates that if the water in a pipe has a turbulent flow, the water becomes significantly more contaminated by the migrants, compared to water with a laminar flow. The maximum concentration of contaminants is predictable, and is equal to the product of the migrants' concentration in the polymer and its partition coefficient at the polymer and water interface. E.g. the maximum obtainable concentration of a stabilizer, as Irganox® 1010, in drinking water exposed to PE pipes used in Denmark is between 0.2 and 0.3 mg/L if no reaction of the added antioxidant has taken place in the pipe extrusion step.
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September 2007
This article was originally published in
Journal of Water Supply: Research and Technology-Aqua
Article Contents
Research Article|
September 01 2007
Modelling of the release of organic compounds from polyethylene pipes to water
Martin Denberg;
1Institute of Environment & Resources, Technical University of Denmark, Bygningstorvet, building 115 2800 Kgs, Lyngby, Denmark
Tel.: +45 45251574. Fax: +45 45932850; E-mail: [email protected]
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Erik Arvin;
Erik Arvin
1Institute of Environment & Resources, Technical University of Denmark, Bygningstorvet, building 115 2800 Kgs, Lyngby, Denmark
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Ole Hassager
Ole Hassager
2Department of Chemical Engineering, Technical University of Denmark, Produktionstorvet, building 423, 2800 Kgs, Lyngby, Denmark
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Journal of Water Supply: Research and Technology-Aqua (2007) 56 (6-7): 435–443.
Article history
Received:
April 05 2007
Accepted:
June 19 2007
Citation
Martin Denberg, Erik Arvin, Ole Hassager; Modelling of the release of organic compounds from polyethylene pipes to water. Journal of Water Supply: Research and Technology-Aqua 1 September 2007; 56 (6-7): 435–443. doi: https://doi.org/10.2166/aqua.2007.020
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