Abstract

All pipes in water supply network are installed underground, so it is difficult to identify pipe failure location during the operation of a system. Prediction of the risk of pipe failure in the water distribution systems is necessary for preparation of reparations and displacement of a pipe network system. Based on the probability of pipe failure, it will be possible to save money and labor cost for water supply companies. Many studies have been conducted on this topic, some of which used experimental models, others used statistical models in which recently many authors used regression model, but almost all the models come up with calculating the pipe failure rate per unit length of pipe in a year. It is not a direct probability of pipe failure. This article reviews various methods to evaluate pipe failure in water distribution systems. Based on that, the authors proposed two models: Regression Logistic Model and Decision Tree Model that would support an effective decision making for detecting the pipe failure and proposing appropriate solutions.

Highlights

  • Most of pipes in urban water distribution system are set up underground or under pavements

  • It is crucial to propose a reasonable plan for water supply system maintenance, as well as timely replacement of pipes that have the likelihood of failure or less productivity

  • Diameter of pipe is one of the most reliable information to predict the possibility of failureage.The authors conducted surveys and the results revealed that the rate of pipe failure increases with diameter for 300mm pipe, but this result is noted that depending on the size of the city surveyed

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Summary

Introduction

Most of pipes in urban water distribution system are set up underground or under pavements. A remarkable amount of water is loss without proper detection and it causes pathway for microbial contamination of distribution system which leads to water-borne disease to end-users [1]. The number of failures on the water distribution systems are recorded daily, extra budgetary needs for inspecting pipe leaks and failures on water supply system where pipe diameter of 150,200 and 300mm are still remaining[2]. It is crucial to propose a reasonable plan for water supply system maintenance, as well as timely replacement of pipes that have the likelihood of failure or less productivity. The important factor of this process is the ability to precisely predict pipe failures on water distribution system and identify which contributing factors responsible for making the system stable and long lasting working. Other abnormal incidents andfailures at the connection fittings are diminished

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