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Comparative analysis of water–pipe network deterioration–case study
The paper presents a comparative analysis of water-supply network deterioration in three Polish cities. The comparison was made on the basis of operating data (from the period 2007 to 2012) received from water utilities. The comparison is necessary to determine whether and to what extent water utili...
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Published in: | Water practice and technology 2016-03, Vol.11 (1), p.148-156 |
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creator | Kutylowska, Malgorzata Orlowska-Szostak, Maria |
description | The paper presents a comparative analysis of water-supply network deterioration in three Polish cities. The comparison was made on the basis of operating data (from the period 2007 to 2012) received from water utilities. The comparison is necessary to determine whether and to what extent water utilities should improve the technical condition of their water-supply networks. On average in cities A, B and C, failure rates λ (fail km−1 a−1) of water mains, distribution pipes and house connections were 0.20, 0.24 and 0.53; 0.17, 0.32 and 0.50; and 0.01, 0.48 and 1.63, respectively. The failure rates of the main and distribution conduits were higher in winter than summer, due to the weather conditions and the pipes' shallow depth. Smaller diameter pipes were more vulnerable. One city is exposed to mining exploitation and most cracking observed on the main and distribution pipelines arose from this. As the literature and these investigations indicate, the technical condition of water supply systems in Poland is still improving and rates of deterioration decreasing. |
doi_str_mv | 10.2166/wpt.2016.018 |
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The comparison was made on the basis of operating data (from the period 2007 to 2012) received from water utilities. The comparison is necessary to determine whether and to what extent water utilities should improve the technical condition of their water-supply networks. On average in cities A, B and C, failure rates λ (fail km−1 a−1) of water mains, distribution pipes and house connections were 0.20, 0.24 and 0.53; 0.17, 0.32 and 0.50; and 0.01, 0.48 and 1.63, respectively. The failure rates of the main and distribution conduits were higher in winter than summer, due to the weather conditions and the pipes' shallow depth. Smaller diameter pipes were more vulnerable. One city is exposed to mining exploitation and most cracking observed on the main and distribution pipelines arose from this. As the literature and these investigations indicate, the technical condition of water supply systems in Poland is still improving and rates of deterioration decreasing.</description><identifier>ISSN: 1751-231X</identifier><identifier>EISSN: 1751-231X</identifier><identifier>DOI: 10.2166/wpt.2016.018</identifier><language>eng</language><publisher>London: IWA Publishing</publisher><subject>Case studies ; Cities ; Civil engineering ; Climatology ; Conduits ; Deterioration ; Exploitation ; Failure analysis ; Failure rates ; Infrastructure ; Neural networks ; Pipes ; Quality ; Summer ; Water analysis ; Water conveyance ; Water mains ; Water pipelines ; Water shortages ; Water supply ; Water supply systems ; Water utilities ; Weather ; Winter</subject><ispartof>Water practice and technology, 2016-03, Vol.11 (1), p.148-156</ispartof><rights>Copyright IWA Publishing Mar 2016</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c296t-8d986207ac817258a3d9d11d61fd11d5042d44c3a68fd30df118381886f8c6813</citedby><cites>FETCH-LOGICAL-c296t-8d986207ac817258a3d9d11d61fd11d5042d44c3a68fd30df118381886f8c6813</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><creatorcontrib>Kutylowska, Malgorzata</creatorcontrib><creatorcontrib>Orlowska-Szostak, Maria</creatorcontrib><title>Comparative analysis of water–pipe network deterioration–case study</title><title>Water practice and technology</title><description>The paper presents a comparative analysis of water-supply network deterioration in three Polish cities. The comparison was made on the basis of operating data (from the period 2007 to 2012) received from water utilities. The comparison is necessary to determine whether and to what extent water utilities should improve the technical condition of their water-supply networks. On average in cities A, B and C, failure rates λ (fail km−1 a−1) of water mains, distribution pipes and house connections were 0.20, 0.24 and 0.53; 0.17, 0.32 and 0.50; and 0.01, 0.48 and 1.63, respectively. The failure rates of the main and distribution conduits were higher in winter than summer, due to the weather conditions and the pipes' shallow depth. Smaller diameter pipes were more vulnerable. One city is exposed to mining exploitation and most cracking observed on the main and distribution pipelines arose from this. 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The comparison was made on the basis of operating data (from the period 2007 to 2012) received from water utilities. The comparison is necessary to determine whether and to what extent water utilities should improve the technical condition of their water-supply networks. On average in cities A, B and C, failure rates λ (fail km−1 a−1) of water mains, distribution pipes and house connections were 0.20, 0.24 and 0.53; 0.17, 0.32 and 0.50; and 0.01, 0.48 and 1.63, respectively. The failure rates of the main and distribution conduits were higher in winter than summer, due to the weather conditions and the pipes' shallow depth. Smaller diameter pipes were more vulnerable. One city is exposed to mining exploitation and most cracking observed on the main and distribution pipelines arose from this. 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subjects | Case studies Cities Civil engineering Climatology Conduits Deterioration Exploitation Failure analysis Failure rates Infrastructure Neural networks Pipes Quality Summer Water analysis Water conveyance Water mains Water pipelines Water shortages Water supply Water supply systems Water utilities Weather Winter |
title | Comparative analysis of water–pipe network deterioration–case study |
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