Page 588 - Corrosion Engineering Principles and Practice
P. 588

550   C h a p t e r   1 3                              C a t h o d i c   P r o t e c t i o n    551


                         A  commonly  used  method  for  preparing  the  silver  chloride
                      electrode is by dipping a clean silver wire spiral or welded mesh into
                      molten  silver  chloride,  which  had  been  heated  some  50°C  above  its
                      melting point in a pure silver or quartz crucible. The silver is removed
                      from the melt and the majority of the molten salt shaken off leaving only
                      a thin silver chloride film. This is then made the cathode in a solution of
                      sodium chloride and some of its surface is reduced to silver.
                         The accuracy of the silver chloride reference electrode depends
                      upon the amount of chloride ion that is present in the solution and
                      the accuracy with which it is controlled. In practical applications two
                      concentrations of chloride ion are popular. In the first the electrolyte
                      surrounding the silver chloride element is seawater. The other type of
                      reference electrode uses a saturated sodium or potassium chloride
                      solution. Both silver chloride cells have large temperature coefficients
                      but there is no hysteresis or other effects so that these variations can
                      be  calculated.  These  reference  electrodes  typically  have  a  higher
                      resistance than the copper sulfate cells and this resistance is a function
                      of the thickness of the silver chloride layer.
                         A  piece  of  zinc  may  also  be  used  as  a  reference  electrode  by
                      immersing it in an electrolyte that contains some quantity of chloride
                      or sulfate ions or it can be used in the ground if surrounded by a
                      suitable  backfill.  The  anode  backfill  for  zinc  is  usually  bentonite,
                      sodium sulfate, gypsum, and sodium chloride. Zinc electrodes made
                      from high purity material usually provide a stable potential that is
                      constant t within a5 mV bracket. The electrode may slowly polarize
                      and may have marine growth on it in seawater but this is generally
                      prevented  if  the  zinc  is  allowed  to  act  as  an  anode  at  a  very  low
                      current density.
                         Often it is necessary to measure potentials where the electrolyte is
                      not easily accessible as, for example, in the water box of a condenser
                      or on the inside of a steel pipe carrying seawater. Permanent reference
                      electrodes could be placed inside the box or pipe but this is expensive
                      and no maintenance can be carried out on the electrode.
                         In such cases, the reference electrode can be extended by a long
                      salt bridge which consists of a flexible plastic tube with a porous plug
                      at  its  end  and  filled  with  a  high  conductivity  solution  compatible
                      with the reference electrode. The size of the plug will be decided by
                      two considerations, the resistance of the plug through the electrolyte
                      and the uniqueness of the potential that the cell measures.
                         Most  electrodes  will  need  inspection  and  recharging  of  the
                      electrolyte and some will need to have the metal cleaned or treated;
                      preferably the reference electrode should be designed so that it can be
                      taken apart for inspection and cleaning. For use on high resistivity
                      ground, and particularly on pavements, or concrete, there is a need to
                      enlarge  the  contact  area.  This  can  be  done  by  the  use  of  sponges
                      following prewetting of the surface.
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