PTQ Q3 2024 Issue

0.0225

3.83

Corrosion rate (mm/yr) pH (Y2)

0.0220

3.73

0.0215

3.63

0.0210

0.0205

3.53

0.0200

3.43

0.0195

3.33

0.0190

Temperature (˚C)

Figure 3 HEX 06 outlet to HEX 07 outlet – corrosion rate – SS316 L

Corrosion is calculated by quantifying the bulk chemis- try, transport phenomena, and surface reactions through a thermophysical and electrochemical module. Figures 2-4 show the results of the corrosion risk assessment carried out for the 10% POME incorporation rate case: HEX 06 to HEX 07 uniform corrosion risk assessment for carbon steel (see Figure 2 ), stainless steel SS316L (see Figure 3 ), and Hastelloy C-276 (see Figure 4 ). It is evident that the corrosion rate exceeds the accept- able limits for long-term continuous service for carbon steel material. Therefore, chloride stress corrosion cracking (CSCC) becomes the predominant damage mechanism. As a result, the MoC for tube bundles and piping systems should be upgraded to SS316L or Hastelloy C-276. Localised corrosion risk Using the proprietary Corrosion Analyser, it is also possible to calculate the localised corrosion risk of alloys by deter- mining the corrosion and re-passivation potential: • Corrosion potential (E corr ): Electric potential where anodic reaction rates = cathodic reaction rates. This results in no net current flowing into or out of the electrode. This poten - tial determines the likelihood of metal corrosion in the

specified environment. Consider this potential as the inher - ent tendency of a material to corrode. • Repassivation potential (E rp ): Also called the protection potential, the E rp is the potential at which a stably grow- ing pit or crevice corrosion will cease to grow. At potentials below E rp , localised corrosion is unable to progress. It can Corrosion is calculated by quantifying the bulk chemistry, transport phenomena, and surface reactions through a thermophysical and electrochemical module

be considered the threshold needed for a pit or crevice to cease its corrosion activity. The wider the E corr – E rp difference, the greater the pro- pensity for localised corrosion. This delta is referred to as the Maximum Pit Current Density and is measured in A/m²,

0.001232

3.83

Corrosion rate (mm/yr) pH (Y2)

0.001222

3.73

0.001212

0.001202

3.63

0.001192

3.53

0.001182

0.001172

3.43

0.001162

3.33

0.001152

Temperature (˚C)

Figure 4 HEX 06 outlet to HEX 07 outlet – corrosion rate – Hastelloy C-276

43

PTQ Q3 2024

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