cathodic protection part 1

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    COURSE IN CP INSPECTION

    METHODS

    FORCORROCEAN

    Part I Cathodic Protection

    Part II

    CP Inspection Methods

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    COURSE IN CP INSPECTION

    METHODS

    Part I

    Cathodic Protection

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    Offshore Corrosion

    Corrosion:

    Based on the Latin word

    corrodere = to gnaw

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    Wet corrosion in an electrolyte

    containing oxygen

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    Electrode Potentials

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    CATHODIC PROTECTION

    PRINCIPLE:

    The material to be protected is supplied with

    an external cathodic current

    The electrochemical potential of the protected material is

    moved in a negative direction to the immune area

    The material is completely protected when it reaches the

    Protection Potential

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    Pourbaix Diagram

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    ELEKTROCHEMICAL REACTIONS

    Corrosion of FE:

    a) Fe2+ + 2 e- = Fe

    b) Fe3O4+ 8 H++ 8 e- = 3 Fe + 4 H2Oc) Fe3O4+ 8 H

    ++ 2 e- = 3 Fe 2+ + 4 H2O

    d) Fe2O3+ 6 H++ 2 e- = 2 Fe 2+ + 3 H2O

    e) O2+ 4 H++ 4 e- = 2 H2O

    f) 2 H++ 2 e- = H2

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    Applications of the Pourbaix

    DiagramShows what reactions which can occur with

    different pH and potential

    Indication on the composition of the

    corrosion/oxidation products

    Shows the changes of the environment (pHand potential) which are nessesary to avoidcorrosion

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    TECHNICAL SOLUTIONS

    Sacrificial Anodes

    Galvanic coupling to sacrificial anodesmade of Al-alloy or Zinc

    Impressed Current Use of source for direct current (DC) and

    none corroding anodes

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    SACRIFICAL ANODE SYSTEMS

    Advantages:

    Robust system, reduced maintenance

    Used on every platform on the Norwegian continental

    shelf Disadvantages:

    Limited driving voltage (0.25 V)

    More anodes necessary for protection

    More anodes necessary for securing long operating time

    (Not suited for media with low conductivity, e.g. in soil)

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    IMPRESSED CURRENTAdvantages:

    High driving voltage (30 V) Few anodesreduced resistance

    Disadvantages:

    Vulnerable components

    Need for regulation/control system

    Risk of overprotection of highly charged materials

    Coating damagescathodic accouplement

    Need for/recommended protection shieldaround the anodes

    Need for maintenance

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    Example of Impressed Current

    Installation

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    Applications of Impressed

    Current

    Applied on steel in seawater or soil

    Oil Platforms in steel and concrete

    Subsea Pipelines

    Hull

    Quay structures and sheet pile curtains

    Concrete bridges placed in seawater

    Pipelines buried in soil Vessels/tanks buried in soil

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    ELECTROCHEMICAL

    POTENTIALS

    St eel

    Corrosion potential ca. -650 mV Ag/AgCl

    Protected at ca. -800 mV Ag/AgCl

    Al-anode and Zn-anode

    Corrosion potential ca. -1050 mV Ag/AgCl

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    CATHODIC PROTECTION

    Anodic reactions: Zn = Zn2++ 2e-

    Al = Al3++ 3e-

    Cathodic reactions: 2 H2O = 4 H++ 4OH-

    O2+ 4 H++ 4 e- = 2 H2O----------------------------------

    O2+ 2 H2O + 4 e- = 4OH-

    2 H++ 2 e- = H2 (g)

    Anode and cathode reactions are always balanced, i.e congestion of

    electrons does not exist

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    CRITERIA FOR CATHODIC PROTECTION

    Potential Criteria: maximum -800 mV, ref Ag/AgClminimum -1100 mV, ref Ag/AgCl

    Demand for current: vary with O2in the electrolyte

    solubility

    flow velocity

    temperature

    construction geometry

    geographical site

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    Calcareous deposit reduces the demand for

    current:

    Calcareous deposits reduce the effective cathodic surface

    area thereby lowering demand for current. The calcareous

    deposit is formed when MgOH2and CaCO3salts precipitate

    on the cathode (steel surface).

    The following changes the composition and quality of the

    calcareous layer:

    current density

    temperaturepressure

    seawater quality

    flow velocity

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    CATHODIC PROTECTION

    The most commonly used sacrifical anode materials are:

    Al-Zn-In

    Zn

    Mg

    Magnesium

    relatively expensivelow capacity of current because of high selfcorrosion

    may cause overprotection

    short operating time

    Often used where the electrolyte has low conductivity

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    Zinc:classical anode material

    low driving voltage (230 mV)

    low capacity of current results in high weight of anodes

    (780 A/kg)

    temperature limits < 40 Co

    Often used on subsea piplines and constructions buried in mud

    Aluminium:has to be alloyed otherwise it is passive

    high capacity of current (2500 Ah/kg)

    long operating time saves weight

    high driving voltage

    Al-Zn-In anodes most commonly used offshore

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    PRACTICAL CP DESIGN

    where will the construction be placed?what kind of environmental parameters should be taken

    into account (temp.,res.)

    areas to protect

    operating lifetime

    what kind of design standards should be used (DnV,NORSOK, NACE)

    what demand for current is expected

    will the construction be protected by coating, if so, what

    kind of coating

    degradation mechanisms for coating (Coating Breakdown)

    possible current drainage to e.g. wells, poles, other

    structure

    influence from other structures, pipelines etc.

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    DEMAND FOR CURRENT

    INITIAL DEMAND FOR CURRENT:Demand for current to polarize the structure down to a safeprotection potential ( -800 mV) and build a good calcareous

    deposit.

    AVERAGE CURRENT:Demand for current to maintain a safe protection potential afterpolarization of the structure. Used to calculate necessary anode

    weight.

    FINAL DEMAND FOR CURRENT:

    Demand for current to repolarize the structure after a possiblebreakdown/damage of the calcareous deposit (after winter storms).

    It also gives the demand for current at the end of the operating

    lifetime.

    Ill t ti f d i t d it

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    Illustration of design current density

    Currentde

    nsity(mA/m2

    )

    Time

    Initial current density

    Final (peak) current density

    Average current

    density

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    REQUIREMENT OF CURRENT FOR

    PROTECTION

    Bare steel in seawater:

    100 - 200 mA/m2

    Bare steel in soil:

    10 - 20 mA/m2

    Reinforced concrete:

    1-3 mA/m2

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    CATHODIC PROTECTION AND COATING

    Reduces the requirement of current

    Lowers anode weight

    Easier to achieve good current distribution

    and consequent protection of the entirestructure

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    CALCULATE CATHODIC PROTECTION

    Structure:- calculate area to protect (m2)

    - calculate current requirement, I(A)

    - calculate anode weight requirement, W (kg)

    Anode data:- anode material

    - anode type and dimensions

    - calculate anode weight, Wa(kg)

    - calculate anode resistance, Ra (ohm)

    - calculate driving voltage, DE, (mV)

    - calculate anode current output, Ia(A)

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    CP DESIGN

    Current requirement: I = i * Area

    Anode weight requirement:W = I*L*8760

    C * U

    Anode current output: Ia = DE

    Ra

    Anode weight: Wa = Voluma*d

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    REQUIREMENT OF ANODES

    Calculate necessary number of anodes to meet the

    current requirement (initial and final current):

    N1 = I

    Ia

    Calculate necessary number of anodes to meet the

    anode weight requirement for the total operating

    lifetime:

    N2 = W

    Wa