Implementation of a pipe failure prediction model as a support tool for water networks management strategies

The work presented in this paper has a dual objective: on the one hand, reaching reliable estimates for the pipes lifespan in a water distribution network; on the other, doing so by means of a relatively low complex model with relatively low need for historical data. The model is based on using the...

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Main Authors: R. Ramírez, R. Cobacho, D. Torres, P.A. López-Jiménez
Format: Article
Language:Spanish
Published: Universitat Politècnica de València 2019-10-01
Series:Ingeniería del Agua
Subjects:
Online Access:https://polipapers.upv.es/index.php/IA/article/view/12151
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author R. Ramírez
R. Cobacho
D. Torres
P.A. López-Jiménez
author_facet R. Ramírez
R. Cobacho
D. Torres
P.A. López-Jiménez
author_sort R. Ramírez
collection DOAJ
description The work presented in this paper has a dual objective: on the one hand, reaching reliable estimates for the pipes lifespan in a water distribution network; on the other, doing so by means of a relatively low complex model with relatively low need for historical data. The model is based on using the Weibull distribution over two years of failure records. The results achieved are compared with those provided by the well-known Weibull proportional risk model, that have been applied on the same data sets. The comparison is positive in both the location on the Davis curve obtained for each group of pipes, and the relative error existing between both estimates of future failures.
format Article
id doaj-art-59d9e5a2fa184792b9b9da815ab3d266
institution Kabale University
issn 1134-2196
1886-4996
language Spanish
publishDate 2019-10-01
publisher Universitat Politècnica de València
record_format Article
series Ingeniería del Agua
spelling doaj-art-59d9e5a2fa184792b9b9da815ab3d2662025-01-02T17:14:46ZspaUniversitat Politècnica de ValènciaIngeniería del Agua1134-21961886-49962019-10-0123424725810.4995/ia.2019.121517828Implementation of a pipe failure prediction model as a support tool for water networks management strategiesR. Ramírez0R. Cobacho1D. Torres2P.A. López-Jiménez3Universitat Politècnica de ValenciaUniversitat Politècnica ValenciaGlobal OmniumUniversitat Politècnica ValenciaThe work presented in this paper has a dual objective: on the one hand, reaching reliable estimates for the pipes lifespan in a water distribution network; on the other, doing so by means of a relatively low complex model with relatively low need for historical data. The model is based on using the Weibull distribution over two years of failure records. The results achieved are compared with those provided by the well-known Weibull proportional risk model, that have been applied on the same data sets. The comparison is positive in both the location on the Davis curve obtained for each group of pipes, and the relative error existing between both estimates of future failures.https://polipapers.upv.es/index.php/IA/article/view/12151vida útilred hidráulica a presióndistribución weibullmodelo de riesgos proporcionalescurva de bañera
spellingShingle R. Ramírez
R. Cobacho
D. Torres
P.A. López-Jiménez
Implementation of a pipe failure prediction model as a support tool for water networks management strategies
Ingeniería del Agua
vida útil
red hidráulica a presión
distribución weibull
modelo de riesgos proporcionales
curva de bañera
title Implementation of a pipe failure prediction model as a support tool for water networks management strategies
title_full Implementation of a pipe failure prediction model as a support tool for water networks management strategies
title_fullStr Implementation of a pipe failure prediction model as a support tool for water networks management strategies
title_full_unstemmed Implementation of a pipe failure prediction model as a support tool for water networks management strategies
title_short Implementation of a pipe failure prediction model as a support tool for water networks management strategies
title_sort implementation of a pipe failure prediction model as a support tool for water networks management strategies
topic vida útil
red hidráulica a presión
distribución weibull
modelo de riesgos proporcionales
curva de bañera
url https://polipapers.upv.es/index.php/IA/article/view/12151
work_keys_str_mv AT rramirez implementationofapipefailurepredictionmodelasasupporttoolforwaternetworksmanagementstrategies
AT rcobacho implementationofapipefailurepredictionmodelasasupporttoolforwaternetworksmanagementstrategies
AT dtorres implementationofapipefailurepredictionmodelasasupporttoolforwaternetworksmanagementstrategies
AT palopezjimenez implementationofapipefailurepredictionmodelasasupporttoolforwaternetworksmanagementstrategies