Corrosion Reliability Assessment of underground Water Transmission Pipelines by IHS Algorithm

Authors

1 Department of engineering and development, ABFASB. Zahedan, Iran

2 Executive and Technical Expert, Abfan Consultant Eng. Co, Tehran, Iran

3 Managing Director, Water&Wastewater Eng. Co, Zahedan

4 Chief Research & Technical Officer, National Water&Wastewater Eng. Co, Tehran, Iran

Abstract

Lifetime of pipelines is very important for safe and sanitary water transmission pipelines and water distribution networks. For this purpose reliability assessment analysis is a good tool and made it easy or feasible to make more better decision for inspections during maintenance and utilization process. In this study, a non-linear state model of corrosion has been used for the structural analysis of corroded water transmission pipelines, stressed by internal pressure and substance corrosion are considered simultaneous base on a limit state function. In order to take the uncertainty associated with the design and environmental variables into account and obtaining failure probability (reliability index), a improved harmony search meta-heuristic optimization algorithm has been selected. Sensitivity analysis of associated parameters is carried out to measure the effectiveness of each ones on the probability of pipe failure. Results obtained for steel  pipeline of Karevandar to Kash water transmission project is discussed as a case study.

Keywords


[1].Kiefner JF. Failure stress levels of flaws in pressurized cylinders. ASTM STP 536, American Society for Testing and Materials, 1973, 461–81.
[2].Kiefner JF, Vieth PH.Evaluating pipe 1: new method corrects criterion for evaluating corroded pipe. Oil Gas J, 1990, 88(32), 56–9.
[3]. ASME B31G.Manual for determining the remaining strength of corroded pipelines. A supplement to ANSI/ASME B31G Code for Pressure Piping, press ASME, 1991.
[4]. DNV. Corroded pipelines recommended practice. Det Norske Veritas, RP-F101, 1999.
[5].NahalM., Khelif R.Failure Probability Assessment for Pipelines under the Corrosion Effect. American Journal of Mechanical Engineering, 2014 2(1), 15-20.
[6].Ditlevesen O., Madsen HO. Structural reliability methods.Press Willey J, ISBN 0471960861, 1996.
[7]. Kazemi Eilaki N., Shabakhty N. and Kia M.A.  Seismic Reliability Assessment of Structures Using Harmony Search Algorithm, in National Conference on Earthquake, Structures and Computational approach, Kerman, Iran. 19-20 Oct. 2011, paper cescm_332, 175–184.
[8]. Rubinstein RY.Simulation and Monte Carlo method. New York, Press Wiley, 1981.
[9]. Roy D, Dasgupta T.A discretizing approach for evaluating reliability of complex systems under stress strength model. IEEE Trans Reliable, 1981, 50(2):145–50.
[10]. Zhao Y-G, Ono AT.A general procedure for first/second order reliability methods (FORM/SORM). Structural Safety J, 1999, 21:95–112.
[11].Rackwitz R.Reliability analysis – a review. Structural Safety J, 2001, 23:365–3951.
[12]. Nataf A. De´termination des distributions dont les margessontdonne´es. CompteRenduacade´mie des sciences, Paris, France, 1962 (225).
 
[13].Andrzei S. Nowak, Kevin Collins. Reliability of Structures. Press:McGraw-HillScience/Engineering /Math; 1 edition, ISBN-10: 0070481636, 2000.
[14].Ashgar B.Nonlinear constrained optimization using penalty function. Mathematical developer Conference proceedings, 1999.
[15].Mahdavi, M., Fesanghary, M., &Damangir, E. An improved harmony search algorithm for solving optimization problems. Applied Mathematics and Computation J, 2007, 188(2), 1567–1579.
[16].Ramesh S. Pipeline Reliability Assessment. Publisher:PressGulf Professional, ISBN-978-0-12-813045-2, 2017.
[17].Amirat A., Benmoussat A. and K. Chaoui. Reliability Assessment of Underground Pipelines Under Active Corrosion Defects. Damage and Fracture Mechanics: Failure Analysis of Engineering Materials and Structures, 83-92, ISBN-978-90-481-2668-2, 2009.
[18].Manual for Determining the Remaining Strength of Corroded Pipelines. Press ASME, ISBN: 9780791834480, 2017.
[19]. CAN/CSA-Z184-M92.  Gas Pipeline Systems, Press Standards Council of Canada, ICS Codes: 23.040.01, 1992
[20].Teixeira A.P.,SoaresaC. G., Nettob T.A., Estefenb S.F.Reliability of pipelines with corrosion defects, Journal of IJPVP, 2008, 85, 228–237.
[21] Kazemi Eilaki N., Shabakhty N. and Kia M.A. and Sanayee Moghadam S. Structural Reliability: An Assessment Using a New and Efficient Two-Phase Method Based on Artificial Neural Network and a Harmony Search Algorithm, Civil Engineering Infrastructures Journal, 2016, 49(1), 1–20.