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38     CHAPTER 2 Failure analysis in chemical industries




                                    600.0 m

                                    400.0 m
                                                                      Re-passivation
                                    200.0 m
                                   I(A/cm 2 )
                                     0.00
                                                                Electrochemical scratch
                                   −200.0 m     Passivation

                                   −400.0 m
                                        0.000 s   50.00 s   100.0 s   150.0 s   200.0 s
                                (a)                          T (s)
                                    600.0 µ

                                    400.0 µ

                                                                      Re-passivation
                                    200.0 µ
                                   I(A/cm 2 )  0.00


                                                                Electrochemical scratch
                                   −200.0 µ     Passivation

                                   −400.0 µ
                                        0.000 s   50.00 s   100.0 s   150.0 s   200.0 s
                                (b)                          T (s)
                         FIGURE 2.6
                         Potentiostatic polarization scans of line pipe material in (a) spent caustic solution (b) tap
                         water.
                         to the presence of high chloride and alkalinity in spent caustic solution. The electro-
                         chemical testing results also validated the possibility of spent caustic attack to the
                         surface and were in support to predict corrosion phenomenon. The passivation
                         was prevented by high concentration of chloride and high alkalinity.


                         3.1.7 Conclusions
                         1. The near-stagnant conditions in a horizontal 4-in. line pipe at the junction of
                            CFL400 were formed due to reduced velocity 0.0345-0.0690 m/s, hence settling
                            of suspended solids and corrosion product at 6 O’clock position resulted in the
                            formation of aeration cells.
                         2. The differential aeration cells underneath the deposit resulted in the breakdown
                            of passivity and presence of high chloride content may produce acidic
                            environment locally at the pit sites.
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