Loading…
Speeding up the water distribution network design optimization using the ΔQ method
To optimize the design of a water distribution network (WDN), a large number of possible solutions need to be examined; hence computation efficiency is an important issue. To accelerate the computation, one can use more powerful computers, parallel computing systems with adapted hydraulic solvers, h...
Saved in:
Published in: | Journal of hydroinformatics 2016-01, Vol.18 (1), p.33-48 |
---|---|
Main Authors: | , , , |
Format: | Article |
Language: | English |
Subjects: | |
Citations: | Items that this one cites Items that cite this one |
Online Access: | Get full text |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
cited_by | cdi_FETCH-LOGICAL-c340t-71f467a1dce1f9be377d5736cf7c5041760762d84c3884b16913308996f3a3ea3 |
---|---|
cites | cdi_FETCH-LOGICAL-c340t-71f467a1dce1f9be377d5736cf7c5041760762d84c3884b16913308996f3a3ea3 |
container_end_page | 48 |
container_issue | 1 |
container_start_page | 33 |
container_title | Journal of hydroinformatics |
container_volume | 18 |
creator | Ivetic, Damjan Vasilic, Zeljko Stanic, Milos Prodanovic, Dusan |
description | To optimize the design of a water distribution network (WDN), a large number of possible solutions need to be examined; hence computation efficiency is an important issue. To accelerate the computation, one can use more powerful computers, parallel computing systems with adapted hydraulic solvers, hybrid algorithms, more efficient hydraulic methods or any combination of these techniques. This paper explores the possibility to speed up optimization using variations of the ΔQ method to solve the network hydraulics. First, the ΔQ method was used inside the evaluation function where each tested alternative was hydraulically solved and ranked. Then, the convergence criterion was relived in order to reduce the computation time. Although the accuracy of the obtained hydraulic results was reduced, these were feasible and interesting solutions. Another modification was tested, where the ΔQ method was used just once to solve the hydraulics of the initial network, and the unknown flow corrections were added to the list of other unknown variables subject to optimization. Two case networks were used for testing and were compared to the results obtained using EPANET2. The obtained results have shown that the use of the ΔQ method in hydraulic computations can significantly accelerate the optimization of WDN. |
doi_str_mv | 10.2166/hydro.2015.118 |
format | article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_1780500737</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>1925199049</sourcerecordid><originalsourceid>FETCH-LOGICAL-c340t-71f467a1dce1f9be377d5736cf7c5041760762d84c3884b16913308996f3a3ea3</originalsourceid><addsrcrecordid>eNpdkMtOwzAQRSMEEqWwZW2JDZsET-zY8RJVvKRKCBXWlhs7rUsTB9sRKt_Bd_FNJC0rVjPSnDu6OklyCTjLgbGb9U57l-UYigygPEomQFmRAif0eL_TlAOF0-QshA3GOZASJsli0RmjbbtCfYfi2qBPFY1H2obo7bKP1rWoNfHT-XekTbCrFrku2sZ-qf2tD2N2DP58v6DGxLXT58lJrbbBXPzNafJ2f_c6e0znzw9Ps9t5WhGK49Cmpowr0JWBWiwN4VwXnLCq5lWBKXCGOct1SStSlnQJTAAhuBSC1UQRo8g0uT787bz76E2IsrGhMtutao3rgwRe4gJjTviAXv1DN6737dBOgsgLEAJTMVDZgaq8C8GbWnbeNsrvJGA5OpZ7x3J0LAfH5Bc5PXAz</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1925199049</pqid></control><display><type>article</type><title>Speeding up the water distribution network design optimization using the ΔQ method</title><source>Alma/SFX Local Collection</source><creator>Ivetic, Damjan ; Vasilic, Zeljko ; Stanic, Milos ; Prodanovic, Dusan</creator><creatorcontrib>Ivetic, Damjan ; Vasilic, Zeljko ; Stanic, Milos ; Prodanovic, Dusan</creatorcontrib><description>To optimize the design of a water distribution network (WDN), a large number of possible solutions need to be examined; hence computation efficiency is an important issue. To accelerate the computation, one can use more powerful computers, parallel computing systems with adapted hydraulic solvers, hybrid algorithms, more efficient hydraulic methods or any combination of these techniques. This paper explores the possibility to speed up optimization using variations of the ΔQ method to solve the network hydraulics. First, the ΔQ method was used inside the evaluation function where each tested alternative was hydraulically solved and ranked. Then, the convergence criterion was relived in order to reduce the computation time. Although the accuracy of the obtained hydraulic results was reduced, these were feasible and interesting solutions. Another modification was tested, where the ΔQ method was used just once to solve the hydraulics of the initial network, and the unknown flow corrections were added to the list of other unknown variables subject to optimization. Two case networks were used for testing and were compared to the results obtained using EPANET2. The obtained results have shown that the use of the ΔQ method in hydraulic computations can significantly accelerate the optimization of WDN.</description><identifier>ISSN: 1464-7141</identifier><identifier>EISSN: 1465-1734</identifier><identifier>DOI: 10.2166/hydro.2015.118</identifier><language>eng</language><publisher>London: IWA Publishing</publisher><subject>Algorithms ; Civil engineering ; Computation ; Computational efficiency ; Computational fluid dynamics ; Computers ; Computing time ; Corrections ; Design optimization ; Distribution ; Distribution management ; Evaluation ; Flow velocity ; Fluid flow ; Genetic algorithms ; Hydraulics ; International conferences ; Methods ; Network design ; Parallel processing ; Software ; Solutions ; Solvers ; Water distribution ; Water engineering ; Water shortages ; Water supply</subject><ispartof>Journal of hydroinformatics, 2016-01, Vol.18 (1), p.33-48</ispartof><rights>Copyright IWA Publishing Jan 2016</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c340t-71f467a1dce1f9be377d5736cf7c5041760762d84c3884b16913308996f3a3ea3</citedby><cites>FETCH-LOGICAL-c340t-71f467a1dce1f9be377d5736cf7c5041760762d84c3884b16913308996f3a3ea3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,27901,27902</link.rule.ids></links><search><creatorcontrib>Ivetic, Damjan</creatorcontrib><creatorcontrib>Vasilic, Zeljko</creatorcontrib><creatorcontrib>Stanic, Milos</creatorcontrib><creatorcontrib>Prodanovic, Dusan</creatorcontrib><title>Speeding up the water distribution network design optimization using the ΔQ method</title><title>Journal of hydroinformatics</title><description>To optimize the design of a water distribution network (WDN), a large number of possible solutions need to be examined; hence computation efficiency is an important issue. To accelerate the computation, one can use more powerful computers, parallel computing systems with adapted hydraulic solvers, hybrid algorithms, more efficient hydraulic methods or any combination of these techniques. This paper explores the possibility to speed up optimization using variations of the ΔQ method to solve the network hydraulics. First, the ΔQ method was used inside the evaluation function where each tested alternative was hydraulically solved and ranked. Then, the convergence criterion was relived in order to reduce the computation time. Although the accuracy of the obtained hydraulic results was reduced, these were feasible and interesting solutions. Another modification was tested, where the ΔQ method was used just once to solve the hydraulics of the initial network, and the unknown flow corrections were added to the list of other unknown variables subject to optimization. Two case networks were used for testing and were compared to the results obtained using EPANET2. The obtained results have shown that the use of the ΔQ method in hydraulic computations can significantly accelerate the optimization of WDN.</description><subject>Algorithms</subject><subject>Civil engineering</subject><subject>Computation</subject><subject>Computational efficiency</subject><subject>Computational fluid dynamics</subject><subject>Computers</subject><subject>Computing time</subject><subject>Corrections</subject><subject>Design optimization</subject><subject>Distribution</subject><subject>Distribution management</subject><subject>Evaluation</subject><subject>Flow velocity</subject><subject>Fluid flow</subject><subject>Genetic algorithms</subject><subject>Hydraulics</subject><subject>International conferences</subject><subject>Methods</subject><subject>Network design</subject><subject>Parallel processing</subject><subject>Software</subject><subject>Solutions</subject><subject>Solvers</subject><subject>Water distribution</subject><subject>Water engineering</subject><subject>Water shortages</subject><subject>Water supply</subject><issn>1464-7141</issn><issn>1465-1734</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2016</creationdate><recordtype>article</recordtype><recordid>eNpdkMtOwzAQRSMEEqWwZW2JDZsET-zY8RJVvKRKCBXWlhs7rUsTB9sRKt_Bd_FNJC0rVjPSnDu6OklyCTjLgbGb9U57l-UYigygPEomQFmRAif0eL_TlAOF0-QshA3GOZASJsli0RmjbbtCfYfi2qBPFY1H2obo7bKP1rWoNfHT-XekTbCrFrku2sZ-qf2tD2N2DP58v6DGxLXT58lJrbbBXPzNafJ2f_c6e0znzw9Ps9t5WhGK49Cmpowr0JWBWiwN4VwXnLCq5lWBKXCGOct1SStSlnQJTAAhuBSC1UQRo8g0uT787bz76E2IsrGhMtutao3rgwRe4gJjTviAXv1DN6737dBOgsgLEAJTMVDZgaq8C8GbWnbeNsrvJGA5OpZ7x3J0LAfH5Bc5PXAz</recordid><startdate>20160101</startdate><enddate>20160101</enddate><creator>Ivetic, Damjan</creator><creator>Vasilic, Zeljko</creator><creator>Stanic, Milos</creator><creator>Prodanovic, Dusan</creator><general>IWA Publishing</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7QH</scope><scope>7UA</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>ATCPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>GNUQQ</scope><scope>H96</scope><scope>HCIFZ</scope><scope>L.G</scope><scope>PATMY</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PYCSY</scope><scope>7ST</scope><scope>7U6</scope><scope>H97</scope></search><sort><creationdate>20160101</creationdate><title>Speeding up the water distribution network design optimization using the ΔQ method</title><author>Ivetic, Damjan ; Vasilic, Zeljko ; Stanic, Milos ; Prodanovic, Dusan</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c340t-71f467a1dce1f9be377d5736cf7c5041760762d84c3884b16913308996f3a3ea3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2016</creationdate><topic>Algorithms</topic><topic>Civil engineering</topic><topic>Computation</topic><topic>Computational efficiency</topic><topic>Computational fluid dynamics</topic><topic>Computers</topic><topic>Computing time</topic><topic>Corrections</topic><topic>Design optimization</topic><topic>Distribution</topic><topic>Distribution management</topic><topic>Evaluation</topic><topic>Flow velocity</topic><topic>Fluid flow</topic><topic>Genetic algorithms</topic><topic>Hydraulics</topic><topic>International conferences</topic><topic>Methods</topic><topic>Network design</topic><topic>Parallel processing</topic><topic>Software</topic><topic>Solutions</topic><topic>Solvers</topic><topic>Water distribution</topic><topic>Water engineering</topic><topic>Water shortages</topic><topic>Water supply</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Ivetic, Damjan</creatorcontrib><creatorcontrib>Vasilic, Zeljko</creatorcontrib><creatorcontrib>Stanic, Milos</creatorcontrib><creatorcontrib>Prodanovic, Dusan</creatorcontrib><collection>CrossRef</collection><collection>Aqualine</collection><collection>Water Resources Abstracts</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central UK/Ireland</collection><collection>Agricultural & Environmental Science Collection</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>ProQuest Natural Science Collection</collection><collection>Earth, Atmospheric & Aquatic Science Collection</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>ProQuest Central Student</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>SciTech Premium Collection</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Environmental Science Database</collection><collection>Earth, Atmospheric & Aquatic Science Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>Environmental Science Collection</collection><collection>Environment Abstracts</collection><collection>Sustainability Science Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 3: Aquatic Pollution & Environmental Quality</collection><jtitle>Journal of hydroinformatics</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Ivetic, Damjan</au><au>Vasilic, Zeljko</au><au>Stanic, Milos</au><au>Prodanovic, Dusan</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Speeding up the water distribution network design optimization using the ΔQ method</atitle><jtitle>Journal of hydroinformatics</jtitle><date>2016-01-01</date><risdate>2016</risdate><volume>18</volume><issue>1</issue><spage>33</spage><epage>48</epage><pages>33-48</pages><issn>1464-7141</issn><eissn>1465-1734</eissn><abstract>To optimize the design of a water distribution network (WDN), a large number of possible solutions need to be examined; hence computation efficiency is an important issue. To accelerate the computation, one can use more powerful computers, parallel computing systems with adapted hydraulic solvers, hybrid algorithms, more efficient hydraulic methods or any combination of these techniques. This paper explores the possibility to speed up optimization using variations of the ΔQ method to solve the network hydraulics. First, the ΔQ method was used inside the evaluation function where each tested alternative was hydraulically solved and ranked. Then, the convergence criterion was relived in order to reduce the computation time. Although the accuracy of the obtained hydraulic results was reduced, these were feasible and interesting solutions. Another modification was tested, where the ΔQ method was used just once to solve the hydraulics of the initial network, and the unknown flow corrections were added to the list of other unknown variables subject to optimization. Two case networks were used for testing and were compared to the results obtained using EPANET2. The obtained results have shown that the use of the ΔQ method in hydraulic computations can significantly accelerate the optimization of WDN.</abstract><cop>London</cop><pub>IWA Publishing</pub><doi>10.2166/hydro.2015.118</doi><tpages>16</tpages><oa>free_for_read</oa></addata></record> |
fulltext | fulltext |
identifier | ISSN: 1464-7141 |
ispartof | Journal of hydroinformatics, 2016-01, Vol.18 (1), p.33-48 |
issn | 1464-7141 1465-1734 |
language | eng |
recordid | cdi_proquest_miscellaneous_1780500737 |
source | Alma/SFX Local Collection |
subjects | Algorithms Civil engineering Computation Computational efficiency Computational fluid dynamics Computers Computing time Corrections Design optimization Distribution Distribution management Evaluation Flow velocity Fluid flow Genetic algorithms Hydraulics International conferences Methods Network design Parallel processing Software Solutions Solvers Water distribution Water engineering Water shortages Water supply |
title | Speeding up the water distribution network design optimization using the ΔQ method |
url | http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-04T14%3A34%3A20IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Speeding%20up%20the%20water%20distribution%20network%20design%20optimization%20using%20the%20%CE%94Q%20method&rft.jtitle=Journal%20of%20hydroinformatics&rft.au=Ivetic,%20Damjan&rft.date=2016-01-01&rft.volume=18&rft.issue=1&rft.spage=33&rft.epage=48&rft.pages=33-48&rft.issn=1464-7141&rft.eissn=1465-1734&rft_id=info:doi/10.2166/hydro.2015.118&rft_dat=%3Cproquest_cross%3E1925199049%3C/proquest_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c340t-71f467a1dce1f9be377d5736cf7c5041760762d84c3884b16913308996f3a3ea3%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=1925199049&rft_id=info:pmid/&rfr_iscdi=true |