Proposed probabilistic models of pipe failure in water distribution system

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...

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Main Authors: Pham Thi Minh Lanh, Pham Hai Ha, Do Nguyen Anh Thu, Le Dinh Hong
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201819302002
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spelling doaj-1a56037ac51d4df39dc69dfe7dfe48742021-04-02T14:08:45ZengEDP SciencesMATEC Web of Conferences2261-236X2018-01-011930200210.1051/matecconf/201819302002matecconf_esci2018_02002Proposed probabilistic models of pipe failure in water distribution systemPham Thi Minh LanhPham Hai HaDo Nguyen Anh ThuLe Dinh HongAll 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.https://doi.org/10.1051/matecconf/201819302002
collection DOAJ
language English
format Article
sources DOAJ
author Pham Thi Minh Lanh
Pham Hai Ha
Do Nguyen Anh Thu
Le Dinh Hong
spellingShingle Pham Thi Minh Lanh
Pham Hai Ha
Do Nguyen Anh Thu
Le Dinh Hong
Proposed probabilistic models of pipe failure in water distribution system
MATEC Web of Conferences
author_facet Pham Thi Minh Lanh
Pham Hai Ha
Do Nguyen Anh Thu
Le Dinh Hong
author_sort Pham Thi Minh Lanh
title Proposed probabilistic models of pipe failure in water distribution system
title_short Proposed probabilistic models of pipe failure in water distribution system
title_full Proposed probabilistic models of pipe failure in water distribution system
title_fullStr Proposed probabilistic models of pipe failure in water distribution system
title_full_unstemmed Proposed probabilistic models of pipe failure in water distribution system
title_sort proposed probabilistic models of pipe failure in water distribution system
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2018-01-01
description 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.
url https://doi.org/10.1051/matecconf/201819302002
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AT ledinhhong proposedprobabilisticmodelsofpipefailureinwaterdistributionsystem
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