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Afgivelse af organisk stof fra polymere materialer - mikrobiel vækst
Danish water supply is based on ground water treated without disinfectants. The treated
water has in general low bacterial numbers when leaving the water works, but this does not
necessarily ensure low bacterial numbers at the consumers tap. Throughout the distribution
network the concentration of bacteria in the water is likely to increase, a phenomenon
called bacterial regrowth. This regrowth is mainly controlled by retention time,
temperature and level of biodegradable substrate. In drinking water the main part of the
bacteria is heterotrophic and thus the concentration of organic carbon often will be the
limiting growth factor. The bacteria can only assimilate and grow on a minor fraction of
the total organic carbon, which is called Assimiable Organic Carbon (AOC). Some AOC will
be present in the water when leaving the water works, but the concentration may increase
in connection with leaks in the pipe system or by release from the materials of the
distribution system. The use of polymeric materials (plastic) in distribution systems is
still increasing, and it is expected that 75% of the pipe system will consist of PE and
19% of PVC in the near future.
The purpose of this project was to evaluate the significance of biodegradable substrate
migrating from polymeric materials compared to levels of AOC in drinking water in general.
This was evaluated by measuring the AOC migrating into water in contact with the
materials.
A major part of the project focused on developing a suitable method with the main
efforts on a two-step procedure to determinate the migration:
- Extraction without bacteria
- Subsequent AOC-measurement of the extract
The materials were extracted by submerging pieces of the material into water. In this
way the method could be used to test other components besides pipes, e.g. fittings. By
extracting the materials without bacteria, the extraction condition could be set without
regarding the growth conditions for the bacteria: E.g. high/low temperature, chlorinated
water, high/low pH. After the extraction the material pieces were removed and the AOC
concentration in the extract was measured. In this project a slightly modified AOC
measurement was used: The sterile extracts were only inoculated with P17 and incubated at
15° C. During incubation the numbers of P17 were determined by
plate counts using R2A-agar. The maximum bacterial number was converted into an
AOC value by a yield constant for growth of the bacteria on acetate.
Before extraction the material pieces were rinsed by 24 hours retention in potable
water followed by rinsing in running potable water for 1 hour. The material pieces were
afterwards pasteurised in potable water to inactivate the bacteria on the material
surfaces. The material pieces were then transferred into pasteurised test water for
extraction.
While optimising the method the following parameters were evaluated:
 | Temperature for the extraction |
 | Extraction time |
 | The ratio between material surface and water volume (S/V ratio) |
 | Shaking during extraction |
Extended extraction time resulted in an increased migration. Shaking during extraction
also increased the migration with approximate 50%. An increased amount of material giving
an increased surface area of the material in the same volume of test water (increased S/V
ratio) resulted in an increased AOC value, until a certain S/V ratio above which no
further substantial increase in migration was observed. Expressing the migration as a flux
(mg acetat-C/day/cm2), the flux was inversed
proportional to the S/V ratio.
It was sometimes a problem to inactivate all the bacteria present on the materials
surfaces. Different types of pasteurisation and chlorination were tested, but it became
necessary and appropriate in each case after the extraction to test if bacteria have
contaminated the extract. Measurements of adenosine triphosphate (ATP) proved to be an
effective method due to its rapid analysis and high sensitivity.
Furthermore, ATP measurement could be used to measure growth curves for P17 because of
the good accordance between growth curves measured by CFU and ATP.
The initial investigations lead to a procedure where materials were extracted for 15
days at 20° C with shaking. Five polymeric materials were
tested: Two PE materials (black and blue) and three PCV materials (with respectively lead,
zinc/calcium or organic stabilizers), which resulted in flux values in the range 3.5-5.5´ 10-3 mg acetat-C/day/cm2.
The obtained results and the observed effect of S/V ratios can theoretically be related
to a release from the materials of <1 mg acetate-C/L/day in
main pipes, 1-3 mg acetate-C/L/day in supply pipes and 3 mg acetate-C/L/day in service pipes/house installations. A survey
involving 9 Danish water works (Jørgensen et al., 2002) showed, that the general AOC
content in treated water was grouped around values of 4-6 m g
acetate-C/L and 20-39 mg acetate-C/L. Migrations from polymer
materials will be of less importance in water types from the last group. In water types
from the first group, prolonged retentions times (e.g. supply pipes to rural districts or
stagnant water in a house installation over a weekend) may more than double the waters AOC
concentrations due to release from materials.
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