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DISCUSSION
It is well known that MIC commonly results when residual water is
left in stainless steel systems after hydrostatic testing. Natural
waters, particularly well water, contain several classes of microorganisms,
which can develop a biofilm in moist environments and accelerate
metal corrosion. The corrosion is in the form of selective phase
attack resulting in corrosion pits in HAZ and weld zones. The failure
rates are often rapid (in terms of weeks or months) and frequently
occur in waters with low chloride concentrations (less than 100
ppm).
In
this case pitting corrosion failures due to MIC occurred in approximately
nine months, because the system had been allowed to sit stagnant
with biologically active, but low?chloride, water. While the failure
analysis was being performed for the Phase I system pitting failures,
the Phase 2 system was inadvertently only partially drained. Inspection
was immediately performed on the Phase 2 system. Inspection revealed
shallow pitting had occurred in the Phase 2 system after approximately
two months stagnant exposure to city water. A root cause failure
analysis found MIC as the cause of the pitting.
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