CORR-RAD 

 ENGINEERING AND MARKETING

Pioneers in Pipeline Protection

CATHODIC PROTECTION - ECONOMIC ADVANTAGES                                       

Economical  advantages  of Cathodic Protection compare  to other methods of corrosion control and prevention.

 Galvanising,  anodising, painting, replacement of steel  with better but costlier metals are some of the important  methods of corrosion prevention.  Each of these has its own individualal field and adaptability.  Galvanising, anodising and painting are extremely useful when structures are small and are in air or are accessible for maintenance work.  But in the  case of  structures  of large dimensions buried in  ground  or  in water any of the above methods is not practicable or economical.   In marine and in oil industry, coating with  cathodic protection  is  the  only sure way  of  corrosion  prevention besides  it is the cheapest.  In the case of heat  exchangers  where  accessibility is very little and continuous  operation  essential, cathodic protection will go a long way to minimise corrosion  troubles in pipes.  Pipes carrying oil and gas  at  high  pressures cannot take any chance with  corrosion  failures.   At  high pressures, it is not economical  to  keep  a larger  factor  of  safety for plate  thickness  and  minimum reduction  due  to  penetration or pits  due  corrosion  will result  in  pipe failure.  This will bring loss  of  revenue,  increased maintenance cost and plant outages.  In such cases,  cathodic protection with coating will prove most economical.

For water pipes, it is possible to use cast iron or  concrete  pipes as an alternative material.  But for certain  diameters  and  pressure,  these pipes cease to be economical  and  mild steel pipes are the only possible solution.

Mild  steel  pipes can also be gunnited by  thick  layers  or concrete.   In  many cases coating and cathodic protection, depending on various factors is as costly as gunniting or  in a  few  cases will be costlier still.  Even  if  coating and  cathodic protection prove 10% to 20% costlier than gunniting, advantages of the former would justify extra cost.  Gunniting  is  efficient when applied in dry and less  corrosive  soils.  But  gunniting suffers from cracks and improper bonds due  to mechanical  vibrations, expansions and improper  application.  Concrete becomes 10 times more conducting when wet than  when it is dry and thus in moist and corrosive soils, the cathodic protection would prove to be a better alternative.

 With  cathodic  protection it is possible to  adjust  current output  and voltages as and when required to maintain  proper  degree of cathodic protection, if coating deteriorates over a  period.   It is also possible to check whether the  structure is sufficiently  protected or not if applied  with  cathodic  protection as shown in Fig. 8. 

Anti-corrosive coating and cathodic protection.

As  a  saying goes, cathodic protection is complimentary  and not supplementary to coating.  In the case of underground and under  maring structures, no corrosion mitigation program can  be considered by coating alone.  For economical  reasons corrosion prevention by cathodic protection alone also cannot be considered.  Not that cathodic protection alone cannot  be applied but current requirement on a bare or a poorly  coated surface is so high that for practical purposes, this cost out weights  the saving in coating.  It can be safely  said  that total  cost  of reasonably good coating along  with  cathodic protection is nearly the same as cost of cathodic  protection on a bare metal surface. This  is so far as initial investment is considered.  But  as the  cathodic protection has to be applied  continuously  the energy  bill or the running charges would increase to  larger proportion for poorly coated surface. Even if coating work is carried out under most strict  supervision, it is likely that a few pin holes may be left out  or perhaps  at the time of lowering the pipes or at the time  of backfilling  the earth, the coating may be damaged when  this happens, an insignificantly small damaged area becomes anodic to the large areas with coating in good condition. This  sets up  accelerated corrosion and as the anodic area  from  which the metallic ions can migrate into soil or water is extremely small,  for an equal weight, the penetration in shell  thickness is greater than it would otherwise be.  This penetration will  in time develop into a leak causing the failure of  the pipe  or  structure.  Also, coating may  be continuously  in contact with water and over longer periods coating especially asphalt  and gunniting become more conducting.  This sets  up higher corrosion currents and anodic areas can develop. When  cathodic  protection is applied  the  current  required depends on this damaged or badly coated surfaces only and not  on the total buried surface of the structure.  To illustrate  this  point,  in one case 45 amps were  required  to  protect  equivalent  of  6  miles of poorly coated  pipe  whereas  in another case only 2 amps could protect as many as 75 miles of well coated pipe.

 

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