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97480 DESIGN AND INSTALLATION OF A CATHODIC PROTECTION SYSTEM FOR A LARGE REINFORCED CONCRETE INTAKE STRUCTURE IN THE ARABIAN GULF.

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Product Number: 51300-97480-SG
ISBN: 97480 1997 CP
Author: M. Ali, Hassan Al-Ghannam
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The paper deseribes the condition survey methodology, design end installation of a cathodic protection (C.P.) system for a large reinforced concrete reservoir and sea water intake structure. The structure is critical for the supply of cooling water for a 2.4 million metric ton steel plant. The C.P. System consisting of mixed metal oxide coating on titanium mesh type anodes and automatic voltage/current controlled rectifiers was successfnlly installed and has been operating within design guidelines for the past 15 months. Keywords: sea water intake structures, reinforced concrete cathodic protection, condition surveys, potential mapping
The paper deseribes the condition survey methodology, design end installation of a cathodic protection (C.P.) system for a large reinforced concrete reservoir and sea water intake structure. The structure is critical for the supply of cooling water for a 2.4 million metric ton steel plant. The C.P. System consisting of mixed metal oxide coating on titanium mesh type anodes and automatic voltage/current controlled rectifiers was successfnlly installed and has been operating within design guidelines for the past 15 months. Keywords: sea water intake structures, reinforced concrete cathodic protection, condition surveys, potential mapping
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Cathodic Protection on Steel Reinforced Concrete Marine Structures

Product Number: 51317--9219-SG
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The use of cathodic protection has become the preferred method for mitigating corrosion of steel reinforcement in concrete. A wide variety of both impressed current and sacrificial systems have been effectively used to control the effects of corrosion.
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Review of Cathodic Protection Systems for Concrete Structures in Australia

Product Number: 51317--9024-SG
ISBN: 9024 2017 CP
Author: Atef Cheaitani
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A case study of a major CP system operating in Australia for 15 years and proposal of a series of changes to current practices which can be considered for implementation in the design, installation and monitoring stages of new impressed current cathodic protection systems in concrete.

 
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