Development of cathodic corrosion protection systems of nuclear ice breakers and arctic offshore structures

Author(s):  
G. I. Nikolaev ◽  
Yu. L. Kuzmin ◽  
I. V. Lishevich ◽  
O. A. Stavitsky ◽  
A. V. Podshivalov ◽  
...  

This article presents the results of the development and implementation of special ice-resistant anodes on nuclear icebreakers and offshore structures, capable of ensuring long-term effective cathodic corrosion protection systems under shock and abrasive effects of Arctic ice. The results of inspections of the hull and hull elements of the cathodic protection of the nuclear icebreaker “50 Let Pobedy” and the offshore ice-resistant platform “Prirazlomnaya” after their long-term operation are shown. Cathodic protection of the atomic icebreaker “Leader” has been described.

1990 ◽  
Vol 27 (02) ◽  
pp. 101-103
Author(s):  
George H. H. Kwan

Protecting the ballast tanks of Arctic offshore structures from salt-water corrosion is a time-consuming and costly process involving usually the application of such anti-corrosives as coal tar epoxy. This paper points out the drawbacks of relying on these coatings alone, among them the prohibitive cost and difficulty of dry-docking huge Arctic offshore structures for repainting when the original coating deteriorates or fails. A solution to the problem—cathodic protection via the attachment of aluminum anodes to tank surfaces coated with only a light primer—is described along with the results of a full-scale application on a submersible barge in the U.S. Beaufort Sea.


2019 ◽  
Vol 289 ◽  
pp. 03003
Author(s):  
Atef Cheaitani ◽  
Samir Cheytani

The corrosion protection, repair and maintenance of reinforced concrete structures located along the coast of Australia has been a challenging task for engineers and asset owners over the past thirty years. Most of these structures are bridges and wharves which are situated in marine environments and are subject to tidal exposure. These environmental conditions create challenges in planning repair work, especially if electrochemical systems such as cathodic protection are installed for corrosion protection of these assets. While impressed current cathodic protection (ICCP) is a proven technology which can provide long-term corrosion prevention solutions for marine structures, this technology has been viewed by many asset owners as overly complex and expensive. There is the perception that ICCP systems require costly permanent monitoring programs and have high maintenance costs. These perceptions have been supported by the frequent failure of power supply units, and in some cases, widespread defects associated with ICCP systems such as grout acidification in concrete elements situated in tidal zones. The perception about the complexity of ICCP technology has led to the selection of less effective galvanic-based systems for the protection of assets, and systems which require no monitoring and have low maintenance requirements. This paper will present information on the new developments which have emerged from long-term experience and research work related to the simplification in the design, installation and improved monitoring of ICCP systems.


Author(s):  
Gerardo G. Clemeña ◽  
Donald R. Jackson

As part of continuous efforts to identify effective and durable anodes for use in cathodic protection (CP) of reinforced concrete bridge members, a water-based, electrically conductive paint was evaluated for use as the secondary anode in CP systems for inland concrete piers. The paint was used in two CP systems—one designed and built approximately 6 years ago and the other 8 years ago—to protect the concrete piers of two pairs of twin bridges in Virginia. When adjusted properly, the two systems provided more than sufficient protection to the reinforcing steel. Natural paint deterioration occurred in both systems. In the 8-year-old system, this deterioration ranged from 0 to 0.37 percent. In the 6-year-old system, it ranged from 0 to 0.14 percent. Most of the deterioration occurred at the ends of the pier caps, where the concrete is not sheltered from rain by a deck overhang. The overall performance of the conductive paint in these CP systems was better than expected. Its effectiveness could last for at least 15 years, even longer if minor paint deterioration is touched up as early as possible. This type of conductive paint should, therefore, be considered a suitable secondary anode for use in CP of inland concrete piers.


Author(s):  
Bruno Reis Antunes ◽  
Ernesto Santana-Diaz ◽  
Monica de C. Genaio ◽  
Bruno R. M. Cunha ◽  
Morgan Gouriou

Directional boring commonly known as Horizontal Directional Drilling (HDD) is a technique widely employed in landfall areas. HDD provides advantages of crossing considerable lengths with local soil disturbance and low environmental impact, which has contributed to turn it into one of the preferred techniques between various authorities. In despite of these advantages, the corrosion protection of the HDD is complex due to the unfeasibility of installation of sacrificial anodes distributed uniformly along the HDD, which would require a remote protection engineering solution as an alternative. The remote solution adopted, the level of coating damage on the pipeline after the installation, the corrosiveness and resistivity of the surrounding environment, in particular when very different environments encounter, i.e. sea-sand-rock, are major uncertainties that must be considered on the design. In addition, the lack of recommendation on international standards and the difficulties involved with the direct inspection of the pipeline section inside the HDD increases the robustness required for the design and its verification. This paper presents the corrosion protection system of a gas line section inside a HDD in a landfall area, describing the combination of pipeline coating and cathodic protection systems both specified to resist the service life of the pipeline. After a brief review of published works related to this subject, this paper will focus on the coating and cathodic protection design presenting not only the premises, design data and methodology adopted, but also associated results and installation issues. Computing modeling and recommended practices are used to identify the best and the most feasible solution. Finally, conclusions and recommendations will be presented in order to support future projects with similar challenges.


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