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32   C h a p t e r   2                                     C o r r o s i o n   B a s i c s    33


                      is also present. Water solutions rapidly dissolve oxygen from the air,
                      and this is the source of the oxygen required in the corrosion process.
                      The most familiar corrosion of this type is the rusting of iron when
                      exposed to a moist atmosphere.

                                       +
                                    4Fe 6H O +  3O → 4 Fe(OH) ↓            (2.17)
                                           2      2         3
                         In Eq. (2.17), iron combines with water and oxygen to produce an
                      insoluble  reddish-brown  corrosion  product  that  falls  out  of  the
                      solution, as shown by the downward pointing arrow.
                         During  rusting  in  the  atmosphere,  there  is  an  opportunity  for
                      drying, and this ferric hydroxide dehydrates and forms the familiar
                      red-brown ferric oxide (rust) or Fe O , as shown in Eq. (2.18):
                                                   2  3
                                      2Fe(OH) →  Fe O +  3 H O             (2.18)
                                                          2
                                             3     2  3
                         Similar reactions occur when zinc is exposed to water or moist air
                      followed by natural drying:

                                                            (
                                     2Zn +  2H O +  O → Zn(OH) s)          (2.19)
                                            2    2         2
                                       Zn(OH) →   ZnO + H O                (2.20)
                                                         2
                                              2
                         The resulting zinc oxide is the whitish deposit seen on galvanized
                      pails, rain gutters, and imperfectly chrome-plated bathroom faucets.
                         As discussed previously, the iron that took part in the reaction with
                      hydrochloric acid in Eq. (2.15) had a valence of 2, whereas the iron that
                      takes part in the reaction shown in Eq. (2.17) has a valence of 3. The clue
                      to this lies in the examination of the equation for the corrosion product
                                                               −
                      Fe(OH) . Note that water ionized into H  and OH . It is further known
                                                       +
                            3
                      that a hydrogen ion has a valence of 1 (it has only one electron to lose). It
                      would require three hydrogen ions with the corresponding three positive
                                                     −
                      charges to combine with the three OH  ions held by the iron. It can thus
                      be concluded that the iron ion must have been Fe  or a ferric ion.
                                                             3+
                         Also note that there is no oxidation or reduction (electron transfer)
                      during  the  reaction  in  either  Eq.  (2.18)  or  (2.20).  In  both  cases  the
                      valences of the elements on the left of each reaction remain what it is
                      on  the  right.  The  valences  of  iron,  zinc,  hydrogen,  and  oxygen
                      elements remain unchanged throughout the course of these reactions,
                      and  it  is  consequently  not  possible  to  divide  these  reactions  into
                      individual oxidation and reduction reactions.


                 Reference
                        1.  Mapes  RS,  Berkey  WW.  X-ray  diffraction  methods  for  the  analysis  of
                         corrosion products. In: Ailor WH, ed. Handbook on Corrosion Testing and
                         Evaluation. New York: John Wiley & Sons, 1971; 697–730.
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