Abstract
Using submerged jet impingement experiments critical wall shear stresses for initiation of flow induced localized corrosion (FILC) were evaluated for the system carbon steel/aqueous polysulfide containing monoethylamine (MEA) solutions/H2S (22 to 42 bar). Due to an extraordinary MEA concentration effect the critical wall shear stress at 130 °C was about 90 N/m2 in 2.4 M MEA, but only 2N/m2 in 5 M MEA solution. Inhibition could increase this low value to 17 N/m2. Wall shear stresses up to 53 N/m2 could be reached by precorrosion under subcritical flow conditions and use of an inhibitor yielding sulfide scales with significantly enhanced FILC resistance. The change in FILC susceptibility is accompanied by a change in scale morphology and thickness. In order to quantify erosion corrosion intensities developed by a submerged jet stream, surface roughness profiles were correlated via frequency analysis with wall shear stress related dimensions of impact transferring volume elements of eddies in the hydrodynamic boundary layer.