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51316-7715-Dead Leg Internal Corrosion Management

Product Number: 51316-7715-SG
ISBN: 7715 2016 CP
Author: Lynsay Bensman
Publication Date: 2016
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Internal corrosion in dead leg and low flow pipe segments is a leading cause for pipe-related failures in pipeline facilities such as pump stations compressor stations and terminals. Corrosion management of these pipe segments is challenging because they are generally unpiggable difficult to chemically treat and susceptible to several internal corrosion mechanisms. This paper identifies common causes of internal corrosion dead leg and low flow pipe segments and discusses corrosion management practices including threat assessment for prioritization of segments and/or determination of the need to perform monitoring and/or mitigation as well as mitigation techniques that can be used to minimize the impact of corrosion. Line flushing one of the mitigation techniques that can be utilized is discussed including an overview of solids flow models available to determine minimum velocity for flushing along with application challenges that need to be consider prior to implementing flushing. Approaches to inspection of dead legs are also discussed.
Internal corrosion in dead leg and low flow pipe segments is a leading cause for pipe-related failures in pipeline facilities such as pump stations compressor stations and terminals. Corrosion management of these pipe segments is challenging because they are generally unpiggable difficult to chemically treat and susceptible to several internal corrosion mechanisms. This paper identifies common causes of internal corrosion dead leg and low flow pipe segments and discusses corrosion management practices including threat assessment for prioritization of segments and/or determination of the need to perform monitoring and/or mitigation as well as mitigation techniques that can be used to minimize the impact of corrosion. Line flushing one of the mitigation techniques that can be utilized is discussed including an overview of solids flow models available to determine minimum velocity for flushing along with application challenges that need to be consider prior to implementing flushing. Approaches to inspection of dead legs are also discussed.
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