Published June 2018 | Version v1
Journal article

A Fuzzy Logic method: Predicting pipeline external corrosion rate

  • 1. Materials Science and Engineering Department, University of Cantabria, 39004, Santander (Spain)

Description

Highlights: • A method to estimate buried pipeline external corrosion rate is pro-posed. • The method combines a fuzzy logic expert system with in-situ inspection data. • The fuzzy logic expert system evaluates soil corrosiviy based on six soil parameters. • This method provides a reduction in inspection costs and improves service and safety. - Abstract: Oil and gas pipelines are among the largest and most important infrastructures of the modern world. Although rare, pipeline breakdown or leakage exposes public and the environment to safety and health hazards. In this paper, a methodology to predict the external corrosion rate based on the combination of the measurement of six soil parameters and a reduced amount of inspection corrosion rate data is presented. The method provides a relatively user-friendly procedure that can be of use by the industry to focus the efforts towards optimizing the security and the continuity of the service. Furthermore, it reduces inspection costs, as a lesser number of in-situ inspections are required compared to the traditional inspection methods.

Availability note (English)

Available from http://dx.doi.org/10.1016/j.ijpvp.2018.05.001

Additional details

Identifiers

DOI
10.1016/j.ijpvp.2018.05.001;
PII
S0308016118300425;

Publishing Information

Journal Title
International Journal of Pressure Vessels and Piping
Journal Volume
163
Journal Page Range
p. 55-62
ISSN
0308-0161
CODEN
PRVPAS

INIS

Country of Publication
United Kingdom
Country of Input or Organization
International Atomic Energy Agency (IAEA)
INIS RN
50053057
Subject category
S42: ENGINEERING;
Descriptors DEI
CORROSION; EXPERT SYSTEMS; FUZZY LOGIC; HEALTH HAZARDS; LEAKS; OPTIMIZATION; PIPELINES
Descriptors DEC
CHEMICAL REACTIONS; HAZARDS; MATHEMATICAL LOGIC

Optional Information

Copyright
Copyright (c) 2017 Elsevier Science B.V., Amsterdam, The Netherlands, All rights reserved.