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Brewer, G, Gajendran, T, Jefferies, M, McGeorge, D, Rowlinson, S and Dainty, A (2013) Value through innovation in long-term service delivery: Facility management in an Australian PPP. Built Environment Project and Asset Management, 3(01), 74-88.

Devkar, G A and Kalidindi, S N (2013) External agencies for supplementing competencies in Indian urban PPP projects. Built Environment Project and Asset Management, 3(01), 58-73.

Devkar, G A and Kalidindi, S N (2013) Modeling and assessment of competencies in urban local bodies for implementing PPP projects. Built Environment Project and Asset Management, 3(01), 42-57.

Eadie, R, Millar, P and Grant, R (2013) PFI/PPP, private sector perspectives of UK transport and healthcare. Built Environment Project and Asset Management, 3(01), 89-104.

Ling, F Y Y and Nguyen, D S A (2013) Strategies for construction waste management in Ho Chi Minh City, Vietnam. Built Environment Project and Asset Management, 3(01), 141-56.

Lingard, H, Cooke, T, Blismas, N and Wakefield, R (2013) Prevention through design: Trade-offs in reducing occupational health and safety risk for the construction and operation of a facility. Built Environment Project and Asset Management, 3(01), 7-23.

Meding, J v, McAllister, K, Oyedele, L and Kelly, K (2013) A framework for stakeholder management and corporate culture. Built Environment Project and Asset Management, 3(01), 24-41.

Silva, N D, Ranasinghe, M and Silva, C R D (2013) Use of ANNs in complex risk analysis applications. Built Environment Project and Asset Management, 3(01), 123-40.

Singh, A and Adachi, S (2013) Bathtub curves and pipe prioritization based on failure rate. Built Environment Project and Asset Management, 3(01), 105-22.

  • Type: Journal Article
  • Keywords: bathtub curves; conditional failure; failure rates; maintenance reliability; probability of failure; reliability; water supply; water supply engineering; water supply pipes
  • ISBN/ISSN: 2044-124X
  • URL: https://doi.org/10.1108/BEPAM-11-2011-0027
  • Abstract:
    Purpose – The purpose of this paper is to analyse conditional failure rates, and prioritize water pipelines for replacement based on their expected failure rate where pipes are grouped based on age and pipe type. Thus, predictions can be made on the expected number of breaks in future years. Design/methodology/approach – The time to failure of a pipe can be characterized by the stochastic properties of the population as a whole, from which the likelihood of component failure is derived. When the corresponding failure rate is plotted against time, a bathtub-shaped curve results. The bathtub curve assists in determining maintenance schedules depending on the age of the pipe. Failure rates help determine whether the rates are more than an acceptable best practice threshold to signal replacement. Findings – Ductile iron pipes had the highest failure rates, followed by asbestos cement pipes; PVC and concrete cylinder pipes had the lowest failure rates, but because concrete cylinder pipes are very time-consuming to repair and very expensive to install, only PVC pipes are recommended on the basis of this study. Cast iron pipes fit the bathtub shape; ductile iron and asbestos concrete were somewhat bathtub shaped, though the early phase period was not apparent; the bathtub curve for concrete cylinder was fully inverted; while PVC pipes showed zero probability of failure during the middle period. The shapes of bathtub curves drawn on conditional failure rates were similar to those for the failure rates. The bathtub curves indicate that the general failure performance of pipe materials is somewhat contrary to general principles in manufacturing. Practical implications – Analysis of failure serves a practical purpose for water utilities to allocate funds for pipe maintenance and prepare a schedule for pipe replacement, so as to provide the best quality services and safe drinking water to users of the utility. Social implications – The proper prioritization of water supply pipes for repair and replacement is of great social importance to the public at large, which expends considerable funds to maintain their drinking water supply. Originality/value – The study of bathtub curves has not been seen before in the analysis of water supply pipes. A unique discovery is that the traditional shape of the bathtub curve is not always applicable for water supply pipes.