Electrical #002-Cathodic Protection Rev 2

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SENORO GAS DEVELOPMENT PROJECT CATHODIC PROTECTION SYSTEM February 17, 2011 Monthly Project Forum Electrical Discipline

Transcript of Electrical #002-Cathodic Protection Rev 2

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SENORO GAS DEVELOPMENT PROJECTCATHODIC PROTECTION SYSTEM

February 17, 2011

Monthly Project Forum – Electrical Discipline

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WHAT IS CATHODIC PROTECTION

INTRODUCTION OF CATHODIC PROTECTION

• Cathodic Protection is a technique to reduce the corrosion rate of ametal surface by making it the cathode of an electrochemical cell.(In this presentation, is limited to steel pipe installed underground)

• Two Kind of Cathodic Protection,- Sacrificial Anode

- Impress Current

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Why Use Cathodic Protection?

INTRODUCTION OF CATHODIC PROTECTION

Cathodic Protection is presented to reduce corrosion rate in metalsurface especially that installed underground.• Cathodic Protection system is usually as secondary protection

against corrosion in metal surface installation. The primary protectionis coating system.

The reason that placed cathodic protection as secondary protectionsystem against corrosion is the coating of steel pipe is contain holiday(or insulation leakage), and using cathodic protection as primaryprotection is usually uneconomical, especially in tropical climate.

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INTRODUCTION OF CATHODIC PROTECTION

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WHEN TO USING SACRIFICIAL ANODE OR IMPRESSED CURRENTCATHODIC PROTECTION

INTRODUCTION OF CATHODIC PROTECTION

SACRIFICIAL ANODE :1. Sacrificial or Galvanic anodes are generally used in cases where relatively small amounts

of current are required (typically less than 1 A) and areas where soil resistivity is lowenough (typically less than 10,000 ohm-cm) to permit obtaining the desired current with areasonable number of anodes.

2. Sacrificial or Galvanic anodes usually installed in for stand alone small equipment that noteconomically if installed with impressed current.

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WHEN TO USING SACRIFICIAL ANODE OR IMPRESSED CURRENTCATHODIC PROTECTION

INTRODUCTION OF CATHODIC PROTECTION

IMPRESSED CURRENT:1. Impressed Current Cathodic Protection are generally used in cases where amounts of

current are big (typically more than 1 A).2. Economical and the applicability of impressed current cathodic protection installation shall

be considered.

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A COMPARISON OF SACRIFICIAL ANODE AND IMPRESSED CURRENTSYSTEMS

INTRODUCTION OF CATHODIC PROTECTION

Sacrificial anodes1. Easy to install2. No Electricity Required3. Low of the risk of over protection

4. Little or No MaintenanceRequired

5. No operational Cost (OnlyRoutine Check)

6. Current Output is Limited7. Not Applicable when soil

resistivity is High

Impress Current1. Good for Big Structure Installation2. Applicable for all Soil resistivity

Condition

3. Current Protection is easy to control4. Initial Cost is Low5. Electricity dependent6. Operation Cost and Maintenance

Required7. Over Protection Risk

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WHAT IS CORROSION

CORROSION

• Corrosion is degradation of a material through environmentalinteraction. This definition encompasses all materials, both naturallyoccurring and man-made and includes plastics, ceramics, andmetals.(PEABODY’S CONTROL OF PIPELINE CORROSION BOOK, Page 1)

In this presentation, we will focuses on the corrosion of metals, withemphasis on corrosion of steels installed underground.

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ELECTROCHEMICAL NATURE OF CORROSION

CORROSION

• Corrosion of most common engineering materials at near-ambienttemperatures occurs in aqueous (water-containing) environments and iselectrochemical in nature . The aqueous environment is also referred toas the electrolyte and, in the case of underground corrosion, is moist soil.

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CORROSION

ATMOSPHERIC CORROSION •

Atmospheric corrosion can be defined as the corrosion of materialsexposed to the air and its pollutants, rather than immersed in a liquid .

Atmospheric corrosion can further be classified into dry, damp, and wetcategories. This chapter deals only with the damp, and wet cases,associated with corrosion in the presence of microscopic, "invisible"

electrolyte (or moisture) films and visible electrolyte layers on thesurface, respectively.

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CORROSION

MICROBIOLOGICALLY INFLUENCED CORROSION • Microbiologically influenced corrosion (MIC) is corrosion resulting from

the presence and activities of microorganisms, including bacteria andfungi.

• Microbiological that cause corrosion in metal can be grouped into- Metal-Oxidizing Bacteria (MOB)- Sulfate-Reducing Bacteria (SRB)- Acid-Producing Bacteria (APB)- Metal-Reducing Bacteria (MRB)

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PRINCIPE OF CATHODIC PROTECTION

• The Principe of Cathodic Protection is to make a protected metal (in thiscase is Steel Pipe) the cathode of an electrochemical cell.- Two way to make a protected metal as the cathode of electrochemical

cell:

1. Connected the negative of DCterminal power source and thepositive terminal of DC power isconnected to another metal(ground bed). This is animpressed current method

2. Connected to the metal thathave more negative potentialthan protected metal. This isSacrificial Anode method

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PRINCIPE OF CATHODIC PROTECTION

Table of Galvanic Potential of Metal

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PRINCIPE OF CATHODIC PROTECTION

Comparasion of Magnesium and Zinc Anode

MAGNESIUM ANODE- Magnesium anodes has higher nominal corrosion potential thanzinc.

- Need Less Anode than Zinc for thesame protection current

- Not Applicable installed in seawater area.

- Applicable for soil with resistivityhigher than 1500 ohm.cm

ZINC ANODE- Zinc anode is less nominal potentialcorrosion than magnesium.

- Required more anode thanmagnesium for the same protectioncurrent

- Good application in soil withresistivity bellow 1500 ohm.cm

- Applicable in seawater area

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PRINCIPE OF CATHODIC PROTECTION

Data Required for Cathodic Protection Design

- The Size of Structure (Pipe Size)- Pipe Coating- Soil Resistivity- Protection Life- Protection Current Requied- Anode Type (if Using Sacrificial Anode)

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DESIGN OF CATHODIC PROTECTION

Soil Resistivity and Corrosion in Steel

If the soil resistivity is categorized in noncorrosive environment, theinstallation of cathodic protection not required

Table of soil resistivity and corrosive effect for steel

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PRINCIPE OF CATHODIC PROTECTION

Current required for Protection

Total Surface to be Protected, For Pipe

= π x Diameter of Pipe (M) x Pipe Length (M)

Total Current = Current Density x Total Surface to be Protected

Current Density of Coating Pipe is Define in ISO 15589-1:2003,Table 1, Shown in Next Slide

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DESIGN OF CATHODIC PROTECTION

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PRINCIPE OF CATHODIC PROTECTION

Formula to Calculated Quantity of Sacrificial Anode

If Sacrificial Anode is Used, The Weight of Sacrificial Anode can be calculate(Mass of Required Pure Anode in Kg)

= (Current Protection x Design Life)/(Current Capacity Anode for Each Kg x Utilization)

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• The ground bed is the term of installing anode to supply thestructure being protected with adequate current for cathodicpolarization to occur. Anode configuration can bedescribes as distribution or remote.

GROUND BED DESIGN

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The ground beds of an impressed-current CP system shall beof the deep-well or shallow type and shall be designed andlocated so as to satisfy the following :

a) The mass and material quality shall be suitable for thespecified design life of the CP system.

b) The resistance to remote earth of each groundbed shallallow the maximum predicted current demand to be metat no more than 70 % of the voltage capacity of the d.c.source during the design life of the CP system. TheCalculation shall be carried out for the unused anode bed.

c) Harmful interference on neighbouring buried structuresshall be avoided.

GROUND BED DESIGN

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• Distributed configuration (Shallow Type) uses anodeslocated at relatively close interval along structure. Theanodes are spaced close together and close to thestructure so as to distribute the current evenly over thesurface of the structure and to raise the potential of theearth adjacent to the structure

GROUND BED DESIGN

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• A remote configuration uses anodes placed at locationconsidered electrically remote from the structure. Remoteanode are used for coated structure where only holiday inthe coating are protected by CP System and for structuresthat are electrically isolated from other structures.

GROUND BED DESIGN

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EFFECT OF OVER PROTECTION

• Excessive amounts of Cathodic Protection current to a coatedpipeline may damage the coating. This process is called cathodicdisbondment.

• The current flow promotes water and ion migration through thecoating and an increase in the electrolyte pH at the pipe surface.

• Usually this overprotection is happened in impressed current(when the controller is broken or improper setting)

The disbondment of coating caused byOverprotection

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STRAY CURRENT

• Cathodic protection, especially impressed current will develop straycurrent to the environment, it will cause a corrosion into steel materialaround protected structure.

• Stray current is also generated by other DC source (like Electric TrainRailway) that may influence cathodic protection even to fail of protectcorrosion.

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STRAY CURRENT MITIGATION

1. Drainage Bonds, is connecting a resistance bond between the two pipelineswith the amount of resistance in the bond adjusted to drain just enough currentfrom the affected line to eliminate the damaging condition, or connected theinterfere pipe to negative terminal of DC source of railway system

Drainage Bonds for stray current from railway

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STRAY CURRENT MITIGATION

2. Additional Coating system for bare or poor coating pipe that interfere with CPprotected pipe

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STRAY CURRENT MITIGATION

3. Installed additional sacrificial Anode in area that possible damage. The area thathave possibility of damage will be identified by field test.

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STRAY CURRENT MITIGATION

4. Installation of Electrical Shield

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