TY - JOUR
T1 - Modelling of the release of organic compounds from polyethylene pipes to water
AU - Denberg, Martin
AU - Arvin, Erik
AU - Hassager, Ole
PY - 2007
Y1 - 2007
N2 - 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 Wittl a laminar
flow. The maximum concentration of cofttaminants 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.
AB - 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 Wittl a laminar
flow. The maximum concentration of cofttaminants 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.
U2 - 10.2166/aqua.2007.020
DO - 10.2166/aqua.2007.020
M3 - Journal article
SN - 1365-2087
SN - 1605-3974
VL - 56
SP - 435
EP - 443
JO - Journal of Water Supply: Research and Technology - AQUA
JF - Journal of Water Supply: Research and Technology - AQUA
ER -