FEM simulation of water lost through damaged household water connection

The problem of water supply pipe’s failures is one of the most onerous for water distribution network’s (WDN) operators. Multiple actions undertaken to detect, minimise and eliminate the phenomenon of water losses are mainly focused on financial aspect of lost water. However, at some point, the furt...

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Main Authors: Iwanek Małgorzata, Suchorab Paweł, Suchorab Zbigniew
Format: Article
Language:English
Published: EDP Sciences 2019-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201925205008
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spelling doaj-7e99041927ed433b84f01195113ce3762021-02-02T03:16:13ZengEDP SciencesMATEC Web of Conferences2261-236X2019-01-012520500810.1051/matecconf/201925205008matecconf_cmes2018_05008FEM simulation of water lost through damaged household water connectionIwanek Małgorzata0Suchorab Paweł1Suchorab Zbigniew2Lublin University of Technology, Faculty of Environmental EngineeringLublin University of Technology, Faculty of Environmental EngineeringLublin University of Technology, Faculty of Environmental EngineeringThe problem of water supply pipe’s failures is one of the most onerous for water distribution network’s (WDN) operators. Multiple actions undertaken to detect, minimise and eliminate the phenomenon of water losses are mainly focused on financial aspect of lost water. However, at some point, the further minimisation of water losses is unprofitable due to reaching the economic level of water leakages. In WDNs failures analysis the biggest emphasis is put on damages of main pipes and distribution pipes, while failures of household water connections are often neglected. That is because the most typical water losses in household connections are hard-to-detect background leakages with relatively small water outflow. Still, in a long-time perspective, such leakages can cause significant water losses. The aim of this paper was to evaluate the parameters of water lost through damaged household water connection (volume, velocity, suffosion conditions). The basis for the analysis were laboratory investigations and a numerical simulation of a pipe failure using the FEFLOW v. 5.3 software. The results of the simulation, compared with laboratory tests results, enabled to state that, contrary to the widespread practice, leakages from household connections cannot be ignored.https://doi.org/10.1051/matecconf/201925205008
collection DOAJ
language English
format Article
sources DOAJ
author Iwanek Małgorzata
Suchorab Paweł
Suchorab Zbigniew
spellingShingle Iwanek Małgorzata
Suchorab Paweł
Suchorab Zbigniew
FEM simulation of water lost through damaged household water connection
MATEC Web of Conferences
author_facet Iwanek Małgorzata
Suchorab Paweł
Suchorab Zbigniew
author_sort Iwanek Małgorzata
title FEM simulation of water lost through damaged household water connection
title_short FEM simulation of water lost through damaged household water connection
title_full FEM simulation of water lost through damaged household water connection
title_fullStr FEM simulation of water lost through damaged household water connection
title_full_unstemmed FEM simulation of water lost through damaged household water connection
title_sort fem simulation of water lost through damaged household water connection
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2019-01-01
description The problem of water supply pipe’s failures is one of the most onerous for water distribution network’s (WDN) operators. Multiple actions undertaken to detect, minimise and eliminate the phenomenon of water losses are mainly focused on financial aspect of lost water. However, at some point, the further minimisation of water losses is unprofitable due to reaching the economic level of water leakages. In WDNs failures analysis the biggest emphasis is put on damages of main pipes and distribution pipes, while failures of household water connections are often neglected. That is because the most typical water losses in household connections are hard-to-detect background leakages with relatively small water outflow. Still, in a long-time perspective, such leakages can cause significant water losses. The aim of this paper was to evaluate the parameters of water lost through damaged household water connection (volume, velocity, suffosion conditions). The basis for the analysis were laboratory investigations and a numerical simulation of a pipe failure using the FEFLOW v. 5.3 software. The results of the simulation, compared with laboratory tests results, enabled to state that, contrary to the widespread practice, leakages from household connections cannot be ignored.
url https://doi.org/10.1051/matecconf/201925205008
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AT suchorabzbigniew femsimulationofwaterlostthroughdamagedhouseholdwaterconnection
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