Implementation of Hydraulic Modelling for Water-Loss Reduction Through Pressure Management
This study was conducted in the Konyaalti Water Distribution Network in Antalya, Turkey. The study area was divided into 18 district metered areas (DMAs) for better management of water losses. Water levels in reservoirs, flow rates, and water pressures were monitored on-line by the SCADA data system...
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description | This study was conducted in the Konyaalti Water Distribution Network in Antalya, Turkey. The study area was divided into 18 district metered areas (DMAs) for better management of water losses. Water levels in reservoirs, flow rates, and water pressures were monitored on-line by the SCADA data system. A hydraulic model was calibrated and verified for each DMA using data provided by SCADA. The model results revealed that a number of DMAs exhibited high pressures, greater than 3.5 bars, and high minimum night flow (MNF) throughout the year. Also, the Infrastructure Leakage Index (ILI) for the study area was greater than 20, indicating high water losses. As a result of these findings, a pressure reducing valve (PRV) was installed at DMA No. 2 as an example and set at 3.0 bars resulting in considerable reduction in water losses. The optimum pressure level for setting the PRV was chosen using the hydraulic model. The same model was used to predict water savings due to pressure reduction. The predicted water savings were verified using long periods of flow rates and water pressure profiles. The predicted and measured water savings showed good agreement. The study concluded that hydraulic modelling is essential for applying appropriate pressure management strategies. |
doi_str_mv | 10.1007/s11269-012-0032-2 |
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E. ; Kara, S. ; Yilmaz, G. ; Muhammetoglu, A. ; Muhammetoglu, H.</creator><creatorcontrib>Karadirek, I. E. ; Kara, S. ; Yilmaz, G. ; Muhammetoglu, A. ; Muhammetoglu, H.</creatorcontrib><description>This study was conducted in the Konyaalti Water Distribution Network in Antalya, Turkey. The study area was divided into 18 district metered areas (DMAs) for better management of water losses. Water levels in reservoirs, flow rates, and water pressures were monitored on-line by the SCADA data system. A hydraulic model was calibrated and verified for each DMA using data provided by SCADA. The model results revealed that a number of DMAs exhibited high pressures, greater than 3.5 bars, and high minimum night flow (MNF) throughout the year. Also, the Infrastructure Leakage Index (ILI) for the study area was greater than 20, indicating high water losses. As a result of these findings, a pressure reducing valve (PRV) was installed at DMA No. 2 as an example and set at 3.0 bars resulting in considerable reduction in water losses. The optimum pressure level for setting the PRV was chosen using the hydraulic model. The same model was used to predict water savings due to pressure reduction. The predicted water savings were verified using long periods of flow rates and water pressure profiles. The predicted and measured water savings showed good agreement. The study concluded that hydraulic modelling is essential for applying appropriate pressure management strategies.</description><identifier>ISSN: 0920-4741</identifier><identifier>EISSN: 1573-1650</identifier><identifier>DOI: 10.1007/s11269-012-0032-2</identifier><identifier>CODEN: WRMAEJ</identifier><language>eng</language><publisher>Dordrecht: Springer Netherlands</publisher><subject>Atmospheric Sciences ; Cities ; Civil Engineering ; Computational fluid dynamics ; Consumption ; Drinking water ; Earth and Environmental Science ; Earth Sciences ; Earth, ocean, space ; Environment ; Exact sciences and technology ; Flow rates ; Fluid flow ; Geotechnical Engineering & Applied Earth Sciences ; Hydraulics ; Hydrogeology ; Hydrology. Hydrogeology ; Hydrology/Water Resources ; Management ; Mathematical models ; Reservoirs ; Studies ; Valves ; Water distribution ; Water levels ; Water loss ; Water mains ; Water management ; Water pressure ; Water resources ; Water resources management ; Water saving ; Water supply engineering</subject><ispartof>Water resources management, 2012-07, Vol.26 (9), p.2555-2568</ispartof><rights>Springer Science+Business Media B.V. 2012</rights><rights>2015 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c379t-3b25888613202d2a835b5c8c5d789416d584ec23cc4ac391ad40b394cd8643883</citedby><cites>FETCH-LOGICAL-c379t-3b25888613202d2a835b5c8c5d789416d584ec23cc4ac391ad40b394cd8643883</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s11269-012-0032-2$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s11269-012-0032-2$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,780,784,27924,27925,41488,42557,51319</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=25975648$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Karadirek, I. E.</creatorcontrib><creatorcontrib>Kara, S.</creatorcontrib><creatorcontrib>Yilmaz, G.</creatorcontrib><creatorcontrib>Muhammetoglu, A.</creatorcontrib><creatorcontrib>Muhammetoglu, H.</creatorcontrib><title>Implementation of Hydraulic Modelling for Water-Loss Reduction Through Pressure Management</title><title>Water resources management</title><addtitle>Water Resour Manage</addtitle><description>This study was conducted in the Konyaalti Water Distribution Network in Antalya, Turkey. The study area was divided into 18 district metered areas (DMAs) for better management of water losses. Water levels in reservoirs, flow rates, and water pressures were monitored on-line by the SCADA data system. A hydraulic model was calibrated and verified for each DMA using data provided by SCADA. The model results revealed that a number of DMAs exhibited high pressures, greater than 3.5 bars, and high minimum night flow (MNF) throughout the year. Also, the Infrastructure Leakage Index (ILI) for the study area was greater than 20, indicating high water losses. As a result of these findings, a pressure reducing valve (PRV) was installed at DMA No. 2 as an example and set at 3.0 bars resulting in considerable reduction in water losses. The optimum pressure level for setting the PRV was chosen using the hydraulic model. The same model was used to predict water savings due to pressure reduction. The predicted water savings were verified using long periods of flow rates and water pressure profiles. The predicted and measured water savings showed good agreement. The study concluded that hydraulic modelling is essential for applying appropriate pressure management strategies.</description><subject>Atmospheric Sciences</subject><subject>Cities</subject><subject>Civil Engineering</subject><subject>Computational fluid dynamics</subject><subject>Consumption</subject><subject>Drinking water</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Earth, ocean, space</subject><subject>Environment</subject><subject>Exact sciences and technology</subject><subject>Flow rates</subject><subject>Fluid flow</subject><subject>Geotechnical Engineering & Applied Earth Sciences</subject><subject>Hydraulics</subject><subject>Hydrogeology</subject><subject>Hydrology. 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E.</au><au>Kara, S.</au><au>Yilmaz, G.</au><au>Muhammetoglu, A.</au><au>Muhammetoglu, H.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Implementation of Hydraulic Modelling for Water-Loss Reduction Through Pressure Management</atitle><jtitle>Water resources management</jtitle><stitle>Water Resour Manage</stitle><date>2012-07-01</date><risdate>2012</risdate><volume>26</volume><issue>9</issue><spage>2555</spage><epage>2568</epage><pages>2555-2568</pages><issn>0920-4741</issn><eissn>1573-1650</eissn><coden>WRMAEJ</coden><abstract>This study was conducted in the Konyaalti Water Distribution Network in Antalya, Turkey. The study area was divided into 18 district metered areas (DMAs) for better management of water losses. Water levels in reservoirs, flow rates, and water pressures were monitored on-line by the SCADA data system. A hydraulic model was calibrated and verified for each DMA using data provided by SCADA. The model results revealed that a number of DMAs exhibited high pressures, greater than 3.5 bars, and high minimum night flow (MNF) throughout the year. Also, the Infrastructure Leakage Index (ILI) for the study area was greater than 20, indicating high water losses. As a result of these findings, a pressure reducing valve (PRV) was installed at DMA No. 2 as an example and set at 3.0 bars resulting in considerable reduction in water losses. The optimum pressure level for setting the PRV was chosen using the hydraulic model. The same model was used to predict water savings due to pressure reduction. The predicted water savings were verified using long periods of flow rates and water pressure profiles. The predicted and measured water savings showed good agreement. The study concluded that hydraulic modelling is essential for applying appropriate pressure management strategies.</abstract><cop>Dordrecht</cop><pub>Springer Netherlands</pub><doi>10.1007/s11269-012-0032-2</doi><tpages>14</tpages></addata></record> |
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subjects | Atmospheric Sciences Cities Civil Engineering Computational fluid dynamics Consumption Drinking water Earth and Environmental Science Earth Sciences Earth, ocean, space Environment Exact sciences and technology Flow rates Fluid flow Geotechnical Engineering & Applied Earth Sciences Hydraulics Hydrogeology Hydrology. Hydrogeology Hydrology/Water Resources Management Mathematical models Reservoirs Studies Valves Water distribution Water levels Water loss Water mains Water management Water pressure Water resources Water resources management Water saving Water supply engineering |
title | Implementation of Hydraulic Modelling for Water-Loss Reduction Through Pressure Management |
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