Research on the characteristics and protection of water hammer in long-distance dual-pipe water supply systems
Hydraulic transients in long-distance pressurized water pipelines significantly impact their normal operation. This study develops a one-dimensional mathematical model for pressurized water pipelines using the method of characteristics and incorporates water hammer equations for dual-pipeline system...
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| Veröffentlicht in: | PloS one 2024-12, Vol.19 (12), p.e0314998 |
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| creator | Zhang, Xiaolei Guo, Xiaoyi Chen, Yading Yang, Chen Liu, Shuyu Guo, Lixia |
| description | Hydraulic transients in long-distance pressurized water pipelines significantly impact their normal operation. This study develops a one-dimensional mathematical model for pressurized water pipelines using the method of characteristics and incorporates water hammer equations for dual-pipeline systems. The model is validated with experimental data, and simulations are conducted under real engineering conditions, focusing on valve closure operations. The analysis examines the transient responses for varying valve closure times (T) and the effect of installing surge tanks. Results show that increasing valve closure time and installing surge tanks both mitigate water hammer impacts. Specifically, when valve closure time exceeds 300 seconds, surge tanks reduce maximum pressure below the pipeline's tolerance (Pmax) and decrease the number of nodes experiencing damaging negative pressures. This model effectively simulates hydraulic transients in dual-pipeline systems and provides a foundation for developing protective measures for pipeline operations. |
| doi_str_mv | 10.1371/journal.pone.0314998 |
| format | Article |
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This study develops a one-dimensional mathematical model for pressurized water pipelines using the method of characteristics and incorporates water hammer equations for dual-pipeline systems. The model is validated with experimental data, and simulations are conducted under real engineering conditions, focusing on valve closure operations. The analysis examines the transient responses for varying valve closure times (T) and the effect of installing surge tanks. Results show that increasing valve closure time and installing surge tanks both mitigate water hammer impacts. Specifically, when valve closure time exceeds 300 seconds, surge tanks reduce maximum pressure below the pipeline's tolerance (Pmax) and decrease the number of nodes experiencing damaging negative pressures. This model effectively simulates hydraulic transients in dual-pipeline systems and provides a foundation for developing protective measures for pipeline operations.</description><identifier>ISSN: 1932-6203</identifier><identifier>EISSN: 1932-6203</identifier><identifier>DOI: 10.1371/journal.pone.0314998</identifier><identifier>PMID: 39689149</identifier><language>eng</language><publisher>United States: Public Library of Science</publisher><subject>Computer and Information Sciences ; Computer Simulation ; Construction ; Damage tolerance ; Earth Sciences ; Ecology and Environmental Sciences ; Engineering and Technology ; Hammers ; Hydraulic transients ; Hydraulics ; Hydroelectric power ; Management ; Mathematical models ; Method of characteristics ; Models, Theoretical ; Physical Sciences ; Pipe lines ; Pipes ; Pressure ; Pressurized water ; Research and Analysis Methods ; Simulation ; Surge tanks ; Transient response ; Valves ; Water ; Water conveyance ; Water hammer ; Water pipelines ; Water Supply ; Water supply systems</subject><ispartof>PloS one, 2024-12, Vol.19 (12), p.e0314998</ispartof><rights>Copyright: © 2024 Zhang et al. This is an open access article distributed under the terms of the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.</rights><rights>COPYRIGHT 2024 Public Library of Science</rights><rights>2024 Zhang et al. This is an open access article distributed under the terms of the Creative Commons Attribution License: http://creativecommons.org/licenses/by/4.0/ (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><rights>2024 Zhang et al 2024 Zhang et al</rights><rights>2024 Zhang et al. This is an open access article distributed under the terms of the Creative Commons Attribution License: http://creativecommons.org/licenses/by/4.0/ (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c572t-d0ac859d4f55126f66880905a51a7b6cb1facdf0e9b8f9667ee7f2e68455f0de3</cites><orcidid>0000-0002-0570-4889 ; 0009-0008-8558-3191</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://www.ncbi.nlm.nih.gov/pmc/articles/PMC11651558/pdf/$$EPDF$$P50$$Gpubmedcentral$$Hfree_for_read</linktopdf><linktohtml>$$Uhttps://www.ncbi.nlm.nih.gov/pmc/articles/PMC11651558/$$EHTML$$P50$$Gpubmedcentral$$Hfree_for_read</linktohtml><link.rule.ids>230,314,723,776,780,860,881,2096,2915,23845,27901,27902,53766,53768,79343,79344</link.rule.ids><backlink>$$Uhttps://www.ncbi.nlm.nih.gov/pubmed/39689149$$D View this record in MEDLINE/PubMed$$Hfree_for_read</backlink></links><search><contributor>Ülker, Erman</contributor><creatorcontrib>Zhang, Xiaolei</creatorcontrib><creatorcontrib>Guo, Xiaoyi</creatorcontrib><creatorcontrib>Chen, Yading</creatorcontrib><creatorcontrib>Yang, Chen</creatorcontrib><creatorcontrib>Liu, Shuyu</creatorcontrib><creatorcontrib>Guo, Lixia</creatorcontrib><title>Research on the characteristics and protection of water hammer in long-distance dual-pipe water supply systems</title><title>PloS one</title><addtitle>PLoS One</addtitle><description>Hydraulic transients in long-distance pressurized water pipelines significantly impact their normal operation. This study develops a one-dimensional mathematical model for pressurized water pipelines using the method of characteristics and incorporates water hammer equations for dual-pipeline systems. The model is validated with experimental data, and simulations are conducted under real engineering conditions, focusing on valve closure operations. The analysis examines the transient responses for varying valve closure times (T) and the effect of installing surge tanks. Results show that increasing valve closure time and installing surge tanks both mitigate water hammer impacts. Specifically, when valve closure time exceeds 300 seconds, surge tanks reduce maximum pressure below the pipeline's tolerance (Pmax) and decrease the number of nodes experiencing damaging negative pressures. This model effectively simulates hydraulic transients in dual-pipeline systems and provides a foundation for developing protective measures for pipeline operations.</description><subject>Computer and Information Sciences</subject><subject>Computer Simulation</subject><subject>Construction</subject><subject>Damage tolerance</subject><subject>Earth Sciences</subject><subject>Ecology and Environmental Sciences</subject><subject>Engineering and Technology</subject><subject>Hammers</subject><subject>Hydraulic transients</subject><subject>Hydraulics</subject><subject>Hydroelectric power</subject><subject>Management</subject><subject>Mathematical models</subject><subject>Method of characteristics</subject><subject>Models, Theoretical</subject><subject>Physical Sciences</subject><subject>Pipe lines</subject><subject>Pipes</subject><subject>Pressure</subject><subject>Pressurized water</subject><subject>Research and Analysis Methods</subject><subject>Simulation</subject><subject>Surge 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long-distance dual-pipe water supply systems</atitle><jtitle>PloS one</jtitle><addtitle>PLoS One</addtitle><date>2024-12-17</date><risdate>2024</risdate><volume>19</volume><issue>12</issue><spage>e0314998</spage><pages>e0314998-</pages><issn>1932-6203</issn><eissn>1932-6203</eissn><abstract>Hydraulic transients in long-distance pressurized water pipelines significantly impact their normal operation. This study develops a one-dimensional mathematical model for pressurized water pipelines using the method of characteristics and incorporates water hammer equations for dual-pipeline systems. The model is validated with experimental data, and simulations are conducted under real engineering conditions, focusing on valve closure operations. The analysis examines the transient responses for varying valve closure times (T) and the effect of installing surge tanks. Results show that increasing valve closure time and installing surge tanks both mitigate water hammer impacts. Specifically, when valve closure time exceeds 300 seconds, surge tanks reduce maximum pressure below the pipeline's tolerance (Pmax) and decrease the number of nodes experiencing damaging negative pressures. This model effectively simulates hydraulic transients in dual-pipeline systems and provides a foundation for developing protective measures for pipeline operations.</abstract><cop>United States</cop><pub>Public Library of Science</pub><pmid>39689149</pmid><doi>10.1371/journal.pone.0314998</doi><tpages>e0314998</tpages><orcidid>https://orcid.org/0000-0002-0570-4889</orcidid><orcidid>https://orcid.org/0009-0008-8558-3191</orcidid><oa>free_for_read</oa></addata></record> |
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| subjects | Computer and Information Sciences Computer Simulation Construction Damage tolerance Earth Sciences Ecology and Environmental Sciences Engineering and Technology Hammers Hydraulic transients Hydraulics Hydroelectric power Management Mathematical models Method of characteristics Models, Theoretical Physical Sciences Pipe lines Pipes Pressure Pressurized water Research and Analysis Methods Simulation Surge tanks Transient response Valves Water Water conveyance Water hammer Water pipelines Water Supply Water supply systems |
| title | Research on the characteristics and protection of water hammer in long-distance dual-pipe water supply systems |
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