Optimal replacement policy for single pipes in water distribution networks

In the actual operation of a distribution network, failure can occur in any component of the network, such as pumps, valves, junctions, and pipes. When a component is experiencing failure, the question raised is whether to replace or repair it. For the case of a pipe in the distribution network, which is one of the most frequently subject-to-failure components, there are some aspects that still remain unresolved in relation to practical operations of a maintenance program. In this research paper, a mathematical model is developed which aims to support a decision to repair or replace a main pipe in the state of failure. The objective of the model is to maximize the long-run availability of the pipe under some budget constraints. A semi-Markov process is used to depict the behavior of the pipe, and replacement ages of the pipe in each of its deteriorating stages are taken as the decision variables. The original nonlinear problem resulting from model formulation is converted to a linear problem by some simple transformations, and then numerical experiments are conducted to illustrate the applicability of the proposed model.

[1]  Rafael G. Quimpo,et al.  Condition Assessment of Water Supply Infrastructure , 1997 .

[2]  D. Cox Regression Models and Life-Tables , 1972 .

[3]  Lawrence M. Leemis,et al.  Reliability: Probabilistic Models and Statistical Methods , 1994 .

[4]  Uri Shamir,et al.  An Analytic Approach to Scheduling Pipe Replacement , 1979 .

[5]  James H. Lambert,et al.  Capacity Reliability of Water Distribution Networks and Optimum Rehabilitation Decision Making , 1996 .

[6]  John P. Sullivan,et al.  Maintaining aging systems—Boston's approach , 1982 .

[7]  Thomas M. Walski,et al.  Economic analysis of water main breaks , 1982 .

[8]  Okitsugu Fujiwara,et al.  Algorithm for Reliability‐Based Optimal Design of Water Networks , 1990 .

[9]  David H. Marks,et al.  A new methodology for modelling break failure patterns in deteriorating water distribution systems: Theory , 1987 .

[10]  Robert M. Clark,et al.  Water Distribution Systems: A Spatial and Cost Evaluation , 1982 .

[11]  J. Stacha Criteria for Pipeline Replacement , 1978 .

[12]  Larry W. Mays,et al.  OPTIMAL MAINTENANCE SCHEDULING FOR WATER DISTRIBUTION SYSTEMS , 1992 .

[13]  Larry W. Mays,et al.  Optimal Rehabilitation Model for Water‐Distribution Systems , 1993 .

[14]  Yacov Y. Haimes,et al.  Optimal Maintenance‐Related Decision Making for Deteriorating Water Distribution Systems: 1. Semi‐Markovian Model for a Water Main , 1992 .

[15]  Thomas M. Walski,et al.  Analyzing Water Main Replacement Policies , 1990 .

[16]  Yacov Y. Haimes,et al.  Optimal maintenance-related decision making for deteriorating water distribution systems: 2. Multilevel decomposition approach , 1992 .

[17]  D. Kelly O'Day,et al.  Organizing and analyzing leak and break data for making main replacement decisions , 1982 .

[18]  Sheldon M. Ross Introduction to Probability Models. , 1995 .

[19]  G P Arulraj,et al.  CONCEPT OF SIGNIFICANCE INDEX FOR MAINTENANCE AND DESIGN OF PIPE NETWORKS. TECHNICAL NOTE , 1995 .