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Defining
Corrosion Exposure
Corrosion manifests
itself on metallic structures in contact with electrolytes.
Therefore the concern for corrosion exposure applies to the
interior and exterior of piping system, the interior and exterior
of storage facilities and the mechanical equipment utilized in the
treatment of water. To
ensure that the proper corrosion control method(s) are employed
and the infrastructure service life is realized, corrosion exposure
must be understood. This
is important in the planning and design phases of major infrastructure
projects. For the purpose
of both design and operations, it is important to define the corrosivity
of the installation. Where
experience or analysis indicate that the environment is corrosive
and aggressive, corrosion control methods need to be developed and
initiated.
For the purposes
of this paper, internal corrosion of various pipe materials results
from the corrosivity of the raw and finished water.
Corrosion control methods for this environment include treatment,
pipe lining and others.
The primary focus of this paper is the external surface of
the pipe and the corrosion effects from soils and groundwater.
However, some of the non-destructive methods that will be
described are applicable to assessment of internal conditions of
a pipe and other infrastructure.
For the external
pipe surfaces, the effects of soil, water, and air vary depending
on the pipe material that exists in the ground or being considered
for installation. The
following conditions should be understood to facilitate definition
of environment corrosivity.
Soil Assessment
The
measurement of soil resistivity has been used for years as an indicator
of the corrosivity of soil.
Soil resistivity is the reciprocal of conductivity, the lower
the resistivity, the easier current will flow through the soil.
Of the measurable soil characteristics, resistivity is generally
accepted as the primary indicator of soil corrosivity.
Resistivity is a property of the bulk volume of soil and
electrolytes.
Although no
standard has been developed and accepted by such organizations as
the American Society for Testing and Materials or the National Association
of Corrosion Engineers, it is generally agreed that the classification
shown below, or other similar classifications, reflect soil corrosivity.
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Resistivity (Ohm-Cm)
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Corrosivity
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below 500
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Very Corrosive
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500 to 1,000
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Severely Corrosive
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1,000 to 2,000
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Moderately Corrosive
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2,000 to 10,000
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Mildly Corrosive
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Above 10,000
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Progressively Less Corrosive
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The above table
provides qualitative insight to the expected corrosion exposure
of a metallic structure in a soil of known resistivity.
Accordingly, deterioration can generally be expected to be
rapid and relatively severe in soils below 1,000 ohm-cm.
This does not mean, however, that severe corrosion will not
occur in soils of higher resistivities.
In fact, depending on chemical conditions, severe corrosion
can occur in soils above 10,000 ohm-cm.
The table only indicates that the latter occurrence is generally
not observed.
Not only is
the resistivity useful in predicting relative corrosion rates, but
it is equally important to identify whether soil resistivity varies
along a given route. Structures
such as pipes, which
are electrically continuous along significant portions of their
length, will be susceptible to long line galvanic influences arising
from variations in soil resistivity along the pipe route.
Portions of a structure in the lower soil resistivity environments
tend to become anodic, and therefore corrode, relative to other
portions of the same structure.
Soil resistivity
can be measured in several ways, and all may be utilized during
an evaluation as conditions warrant.
Resistivity can be measured in-situ, typically via the Wenner
four-pin method (ASTM G-57). This method measures the average resistivity of large
volumes of soil based on the spacing of the measuring pins. Resistivity can also be measured in-situ with a Collins rod
and Whetstone bridge. This
method measures a small volume of soil in the area surrounding the
tip of the rod.
Laboratory testing
can also be performed to assess soil samples obtained through drilling
and excavation operations.
Sample conductivity would be determined in the laboratory.
Conductivity is the reciprocal of resistivity.
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