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Onshore Surveys

   

Theoretical basis for CP Inspection


The corrosion inspection of a cathodically protected pipeline can be conducted by measuring the following two parameters:
 

 

Electrochemical Potential (CP)



The electrochemical potential of a steel member is a parameter defining the protective level produced by the cathodic protection system installed on the structure. It is commonly accepted that a properly protected pipeline must have a potential level between -800 mV and -1050 mV (with reference to marinized silver/ silver chloride (Ag/ AgCl), if zinc sacrificial anodes are installed and between -800 mV and -1100 mV for Aluminium anodes. If the potential reading is more positive than -800 mV the point of measurement is considered to be under protected creating a possible environment for corrosion action on the steel surface. Potentials measured between -800 mV and -900 mV although protected, are considered, as only marginally protected. The marginal protection band between -800 mV and -900 mV is caused by possible seasonal variations in above -800 mV. In addition in all cathodic protection survey techniques, an error margin caused by, for example, distance of the probe from the metal surface etc., exists. This needs to be considered when analyzing survey data, therefore any potentials in the aforementioned range is considered as marginal protection.

On areas of potentials more negative than -1050 mV /-1100 mV, the production of hydrogen ions instead of hydroxyl ions may lead to the possibility of hydrogen embrittlement of the steel surface occurring and possible enhancement of fatigue cracking. Hydgrogen embrittlement is a phenomenon where atomic hydrogen is absorbed into the metal structure and interacts with the metal, this in turn weakens the structure, making it susceptible to cracking. For pipelines under unaerobic conditions i.e buried, it is generally accepted that a potential more negative than -900 mV is required to achieve satisfactory protection.

The unpolarised potential of Zinc and Aluminium in seawater is the order if -1050 mV and -1100 mV respectively, depending on material quality, surface condition and temperature.

 


 

Electrical Field Gradients (FG)



The measurement of cathodic protection potentials will give an adequate indication of the protective conditions set up by the CP system for that moment in time. Valuable information can then be obtained for examination of the potential profiles along a pipeline or over a structure, especially at anodes. However more detailed information on anode output, current drain at exposed steel and the general operating performance of the CP system can be obtained by also measuring the Field Gradient. These readings are obtained by measuring the IR drop between two half cells in seawater and can be used in conjunction with data analysis to define anode current output, remaining anode life, indication of marginal protection and current drain caused by coating damage. The potential profiles and field gradient readings obtained along the pipeline give valuable information of the corrosion protection level and CP system performance.

The potential gives general protection level information while the field gradient may give more detail on anode activity and areas requiring higher current distribution such as at damaged areas, field joints, and spool pieces, etc. Also from field gradient readings, anode current output can be calculated and the remaining anode life can be estimated. Therefore from close relation between potential and field gradient measurements, it is possible to compute the level and distribution of potential and current density along the pipeline. This gives a general representation of the efficiency and effectiveness of the CP system and the quality of the pipeline coating integrity.

Typical results can be summarized as follows:
A well protected pipeline is expected to have:

  • Low electric field strength, and thus low anode current output.

  • General potential levels between -900mV and -1050 mV against silver chloride (Ag, AgCl) for zinc anodes, and between -900mV and -1100 mV for Aluminium alloy anodes.

A poorly or marginally protected pipeline is expected to have:

  • High field strengths and higher current output at anodes.

  • Large drops in the potential profiles at the anode due to high current output.

  • High field strength readings at local areas of high steel concentration

  • General potential levels more positive than -800 mV
     

Subsea Surveys

   
Equipment CTC-2 system and anode continuity check



 

  • CTC-2 (stab probe)
    Subsea digitizer c/w external plug-in calibration system for CDIS system

  • Laboratory matched silver/ sliver chloride (Ag/Agcl) reference cells c/w weighed tow cable

  • 3 calomel cells for calibration of the half-cells in accordance with DNV RP B403

  • 1 PC Computer

  • ColS Survey software & COISP post-processing software.

  • LaserJet 4L Printer (if on-line printing is required)

  • Auxillary stabber

  • Surface continuity interface unit

  • 3 x 12 V DC Batteries

 


 

Interfacing


The CTC-2 probe is connected to the subsea digitiser, which in turn is connected to the ROV umbilical via a subsea connector. The subsea digitizer data transfer system requires a twisted shielded pair through the umbilical and a 24V DC power supply from the ROY. The towed remote reference cell signal is also incorporated in the twisted pair. If the COIS system is utlized then the CTC-2 probe is hardwired up to the surface COIS box via the RDV umblical which in turn is connected to the PC via a 50 way IDC interface cable.

A KP and real time fix is supplied by the navigation computer  via an RS232 link with cycle time of approximately 3 seconds.

 


 

Operating  Procedures

The CTC-2 and subsea digitizer is fitted to the ROV via a twisted shielded pair in the umbilical to the topside computer logging system. The towed reference cell is deployed from the starboard side of the ship at approximately 20-30 meters water depth. Additional weight is mounted on towed line to keep the cell at a fixed depth. The CP measurements are logged on the CP survey computer with reference to the KP value and the real time supplied from the navigation computer.

The reliability and accuracy of the 'cell to cell' technique normally depends on the ability to obtain the absolute potential for calibration by means of metallic contact on bare steel or anodes at regular locations along the lines.

On pipelines with adequate CP design and good coating quality, the general CP level will be close to anode potential with low field gradients and anode outputs recorded. Buried anodes in this condition are difficult to detect.

Anode stabs are made where possible in order to maintain an accurate CP profile. On lines where anodes or bare steel cannot be stabbed due to burial it is not possible to fix the absolute potential level. It should be noted that the largest change in the CP levels are normally measured within 1m from the pipe surface, i.e there may often be little difference in CP readings between 2m and 5m. Therefore, local variations in potential and field gradient, may  not be observed due to attenuation of the potential gradient, dependent on the pipe to probe distance.

 


ANALYSIS OF CATHODIC PROTECTION SYSTEM & ANODES DISTRIBUTION  (Offshore Structures)
 


We (Emirates Techno Casting LLC) can conduct the analysis of Sacrificial Cathodic Protection System for the Platforms and also the anodes distribution using the Boundary Element Method using the Beasy Software – UK.

BEASY predicts how effective proposed corrosion control strategies are at protecting structures and how they will perform over a structure’s life cycle.  Also, how they will interfere with nearby systems

  • Simulating galvanic corrosion;

  • Optimize CP system design;

  • Reduce post commissioning costs;

  • Reduce interference;

  • Electric and magnetic field prediction;

  • Marine application;

  • Underground infrastructure applications.

Simulate Galvanic Corrosion
BEASY can be used by the designer to simulate the electric fields and electrochemical reactions (polarisation) present in corrosion applications.  Potential levels and currents can be predicted on metallic structures in the surrounding electrolyte.

 Interference Reduction
Models can include adjacent structures which may interfere with the operation of the CP system.  BEASY quantifies the interference and enables easy modification of the CP design to reduce these effects.  Detailed data on potential shifts and current demand are computed.

 Optimize CP System Design
BEASY provides the corrosion engineer with the ability to model the performance of a CP system and to modify the key parameters to achieve maximum protection of the structure.

 Marine Applications
Predicting the performance of cathodic protection systems in the marine environment is a major application area of computer modelling.  Both sacrificial and impressed (ICCP) systems on oil and gas structures, ships and boats can be modelled.

 Underground Infrastructure Applications
It is difficult to imagine how many different kinds of electrical impulses surge through today’s underground environment.  Power lines, transit rail lines, communication cables and industrial plant foundations are just a few of the contributors to this buried infrastructure nervous system.  BEASY provides the tools to understand this complex system and predict how pipeline and storage tank cathodic protection systems will perform.

 Electric and Magnetic Field Prediction
When used in conjunction with the BEASY CRM software the corrosion related electric and magnetic fields can be predicted (eg, UEP, CRM etc).

 

 

Feasibility Studies


ETC-CPS has the appropriate engineering expertise and resources to conduct feasibility studies on behalf of Clients who may wish to determine the viability
of providing corrosion protection to their plant facilities.

The study would address one or any of the following parameters: -

Confirm by field investigations if a corrosion environment exists.
* Establish the type of corrosion and it's effects.
* Determine methods of mitigation.
* Evaluate costs
* Develop technical specification
 

MATERIAL SELECTION

Consistent with the activities of the design function, ETC-CPS 's engineering personnel has at its disposal a comprehensive supply of product literature
 

INSTALLATION SUPERVISION

 

As part of its comprehensive services, ETC-CPS is able to offer installation services dependent on the nature of the work to be executed and the resources it has available.  In most cases, the Client opts to have the materials installed by its own Contractor, but to engage the services of ETC-CPS to provide installation supervision and technical support.  Either way,     to satisfy the exacting needs of a project, ETC-CPS is willing and able to offer whatever the service the Client requires

COMMISSIONING          


     
     

ETC-CPS stock a range of test instrumentation to accommodate all types of commissioning tests associated with cathodic protection systems.  ETC-CPS 's support services are locally available to meet the Client's specific requirements

MAINTENANCE

Such maintenance services include full status reports and recommendation
 





 

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