CATHODIC PROTECTION BASIC PRINCIPLES

The presence of anodes and cathodes in a structure can be caused by micro or macro influences.
On the micro scale, they may be due to:

Heterogenieties in alloy structure.
Oxide layer.
Difference in stress level.
Micro segregation, etc
On the macro scale, anodes and cathodes may be caused by:
Variation in oxygen availability.
Water composition.
Soil resistivity.
Bi-metallic couples.
Presence or otherwise of protective coatings, etc.
Corrosion results from an electrochemical reaction. It requires an anode, a cathode, a common electrolyte, and an electrical connection between the two zones. The corrosion process results in the flow of a small electric current from the anode to the cathode through the electrolyte. The magnitude of the current which is due to a number of factors is directly proportional to the metal lost due to corrosion. One ampere flowing for one year would result in the loss of 9 kg of steel from a corroding surface.

Freely flowing corrosion current from Anode to Cathode.
In recent years cathodic protection has found a general acceptance amongst engineers and structure owners as being a truly effective method of preventing corrosion under the ground or under the sea. It is now more common than not to find cathodic protection used on marine structures and on buried pipelines.
The concept of cathodic protection is straight forward. Corrosion occurs as the result of electrochemical reactions between zones of differing potential on a metal surface. Oxidation (corrosion) occurs at the anodic zone and reduction (no corrosion) occurs on the cathodic zone. Cathodic protection is achieved when an entire metal surface is converted to a cathodic zone.
The corrosion reactions at each surface may be described as:
Cathodic protection is achieved by supplying a current from an external source so that it reverses the natural corrosion currents and ensures that current is flowing through the electrolyte onto all of the metal surface requiring protection. This current flow causes a change in potential.
Freely corroding mild steel in seawater has a resultant potential between anode and cathode of approximately -0.50 to -0.60 volts compared to a silver/silver chloride reference electrode. When cathodic protection is applied, it will be noted that the surface potential of steel will change to more negative than -0.80 volts when measured relative to a silver/silver chloride reference cell. Thus by using this simple practical measurement, it is possible to determine whether corrosion has been completely eliminated or not.
The external current applied in cathodic protection may be generated from either of two methods, sacrificial anodes or impressed current systems.
GALVANIC ANODES
Sacrificial or galvanic anodes rely on the galvanic corrosion of a more reactive metal to produce current, e.g. aluminium anodes, zinc anodes or magnesium anodes.
Flow of corrosion current suppressed by protective current discharged from sacrificial anode.
Sacrificial anodes are most commonly used to protect metallic structures in electrolytes because of their simplicity of installation and maintenance free operation. Of the alloys available for sacrificial anodes, alloys of aluminium have proven to be the most economical in seawater or very low resistivity muds.
Knowing the total submerged and buried steel areas, the water resistivity and the required system life, a corrosion engineer can determine precisely what energy will be required to protect a structure and can design a galvanic system to suit the environmental requirements.

IMPRESSED CURRENT ANODES

Impressed current systems provide the same electric current as galvanic anodes by the discharge of D.C. current from a relative inert anode energised from an external D.C. power source such as a transformer rectifier or thermo electric generator. Impressed current system anodes include materials such as graphite, silicon iron, platinised precious metals and lead alloys.
Flow of corrosion current suppressed by protective current discharged from Impressed Current System.
Effective cathodic protection guarantees corrosion free existence. Providing the structure is maintained at a potential of -0.8 volts (or more negative) no loss of metal will occur at all during the life of the structure. As cathodic protection can be renewed or added to during the life of the structure, the maintenance of the desired potential is readily achievable. The efficacy of the system can be monitored by simple electrical measurements.
Cathodic protection apart from overcoming the more "normal" causes of corrosion, may be used to counter accelerated corrosion resulting from contact between different metals, from impingement by high velocity water, from the effects of sulphate reducing bacteria and from the effects of stray D.C. currents.
In fact, any metal such as scrap iron may be used as an impressed current anode. In cathodic protection practice, we choose to use either semi-permanent or permanent anode and very seldom non-permanent anode (such as scrap iron).
Examples of semi-permanent anodes are silicon/chromium/iron anode, lead/silver/antimony anode, graphite anode etc.
Examples of permanent anodes are mixed metal oxide anode, platinised titanium anode etc.

Consideration for Design of Galvanic Anode Cathodic Protection System

by Ernest Klechka, P.E, NACE International CP Instructor
N
ormally cathodic protection (CP) can be applied by a sacrificial anode or impressed current system. CP can be applied by galvanic or sacrificial system when limited amounts of current are needed, soil resistivity is low (normally less than 5,000 ohm-cm), and electric power is limited or not available. Sacrificial anode system have the added advantage of requiring minimum maintenance.
To design a sacrificial anode system, the following information is needed:
1. Current requirement (I current required)
2. Anode resistance ( R anode), calculated or based on the manufacturer's data
3. Design life

Design Current Requirements
CP current requirements can be determined by calculation based on bare or exposed surface area, assumptions about existing coatings, the coating damage factor, and the current density (CD) required for CO in environment are needed.

To calculate the current required, the total surface area (Atotal) in sq m of the structure is defined. Base on experience, the coating damage factor (fdamage) or percent bare area is determined. The total surface area to be protected by CP (Acp) in sqm is then :
ACP = Atotal fdamage

Based on the environment to which the structure is exposed, the applicable CD for CP (Icd) is estimated in mA/sqm. Using the ACP and Icd, the calculated current required (Icurrent required) is then :
Icurrent required = ACP Icd

Current Requirements Based on Field Tests

Current requirement test are the most reliable way to estimate the current requirements for existing structure and take info account the condition of the coatings and variations in soil resistivity. If the structure is coated and isolated, it is possible to directly determine the current requirements.

A temporary anode (groundbed) is established and a portable power supply (usually a battery, generator, or portable rectifier) is installed. A current is applied (I) and the change in polarized potential ( V) is determined. The ratio of the current applied dicided by the change in polarized potential (I/V) is used to calculated the current requirement.

For example, if 5A are applied to the structure and a polarized potential shift of 50 mA occur, and a 100 mV shift is needed for CP, then :

Icurrent required = shift needed x (I/V)
= 100 mV x (5A / 50mV)
= 10 A

Determining the Output of a Sacrificial Anode

Often the manufacture of an anode will provide the estimated current output in the form of table or graphs based on the shape and size of their anode and soil resistivity. The average soil (electrolyte) resistivity is needed to use these table or graphs or for calculation.

if this data is not available, the output of an anode can be estimated based on Ohm's Law :
I anode = E driving potential / R anode
Anode Resistance-to-Earth

Typically, since sacrificial anodes are buried vertically. For a single certical anode, such as a package magnesium anode, the resistance-to-earth can be calculated using Dwight's equation for a single vertical rod or pipe :
R = (0.00159 / L) [ln (8L/d)-1]
where :
R = groundbed resistance ()
= resistivity ( -m)
d = diameter of anode (m)

The resistivity value used must be representative of the volume resistivity affecting the anode.

Parallel Anode

Sunde's equation can be used to estimate the resistance of distributted parallel anodes:

RN = (0.00159 / L) [ln (8L/d)-1] - 1 + (2L/S) ln(0.656 N)
where :
RN = groundbed resistance ()
= resistivity ( -m)
d = diameter of anode (m)
L = length of anode (m)
S = spacing of anode in the groundbed (m)

If the anode are separate by 6 m or more, the parallel effect of anode is negligible.

Anode Current Output

For a single highh-[ptential (-1.75 Vcse) 7.7 kg (17 lb) magnesium anode, the current output can be calculated or determined based on the manufacturer's data.

A typical 7.7 kg anode is 1,295 mm long by roughly 51 mm square. Because Dwight's equation deals with rods, an equivalent rod with the same circumference as a 51mm square is needed; the rod will be 65 mm in diameter. The equivalent diameter d for square with sides S is given as :

3.14 d = 4 S
d = 4 S /3.14

If the structure is to be polarized to -0.850 Vcse, driving potential is then:

Enet = -1.75 -(-0.85) = -0.90 V

Anode resistance can be calculated using Dwight's equation for 5,000 -cm soil :

Ranode = (0.00159 * 5,000 / 3.14*1,295) [ln (8*1,295/65-1]
= 25

Assuming the structure and cable resistance are negligible, the expected current is then :

Ianode = Enet / Ranode
= 0.90 V / 25
= 0.036 A (36mA)

The anticipated current output is then 36mA from single 7.7 kg anode.
Anode supplier literature indicated that in 5,000 -cm soil, a high-potential magnesium anode will have an anticipated output of 0.040 A (40 mA) to a structure polarized to -0.85Vcse. The data infers that the structure has negligible resistance to earth and, therefore, no IR drop. The resistance to remote earth of single high-potential (-1.75 Vcse) magnesium anode can be calculated:

Ranode = Enet / Ianode
=(1.75 - 0.85) / 0.04
= 22.5

The two value of current output and resistance are very similar.

Number of Anode Needed Bases on Current Requirements

Once the total current required and the current output from a single anode are determined, the number of anode needed to protect the structure can be calculated. Based on current requirement :

Nanode = Icurrent required / Ianode

After the number of anode is calculated, the number of anode must be rounded up ti the next integer (no partial anode allowed).

Number of Anode Needed Based on Design Life

The number of anode needed can also be calculated based on the current requires an the design life. Total weight need for design life can be based on Faraday's Law :

Wtotal =K I T

where:
K = Consumption (kg/A-h x 24 h/day x 365 days) ( see the table I )
I = current in A (Icurrent required)
T = time in years (design life)
Then the number of anode needed is equal to the total weight needed divided by weight of single anode:

Nanode = W total / W anode

Table I


How Many Anode Are Really Needed?

The number of anode needed, therefore, is the larger of the number needed based on current requirements and the number needed based on design life.

Because the current provided can be greater than the current required, control resistor may be needed to reduce the initial output of anodes. After a period of time, the current required may change due to changes in the condition of coating or the environment. Control resistor may needed to be changed with time.

Galvanic Anode Life

Once the number of anode needed is determined, the life expectancy for the system should be checked. The following equations can be used to determine the anticipated life of the sacrificial anode system.

Magnesium years of life = 0.256 x anode weght in kg x efficiency x utilization factor Current in A
Zinc years of life = 0.0935 x anode weght in kg x efficiency x utilization factor Current in A

Post-Installation Measurements

After the systems installed, the structur-to-soil potentials sould be measured as we;; as the current output from the anode system. IF the current output needed adjustment, more anodes can be added to increase current or control resisters can be added to reduce the current output.

Anode life can be calculated based on the actual measured current of the sacrificial anode system.

Conclusions

The design of a sacrificial anode CP system can be accomplished as long as the current demand and the anode current output can be determined. Anode separated by more tham 6 m can be assumed to have minimum parallel interference.

Sacrificial of galvanic anode CP can be very effective as long as current demands are low and soil resistivities are moderate to low. Added benefits of these system are the reduce maintenance cost, no electrical power is required, and ease of installation. Low-power sacrificialsytem also cause a minimum of interference and can be used to discharge CP interference