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Graph based hydraulic modelling of pressure in water distribution networks

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dc.contributor.author Mpiana, LA
dc.contributor.author Hamam, Y
dc.contributor.author Abu-Mahfouz, Adnan MI
dc.date.accessioned 2018-03-27T08:59:24Z
dc.date.available 2018-03-27T08:59:24Z
dc.date.issued 2017-09
dc.identifier.citation Mpiana, L.A., Hamam, Y. and Abu-Mahfouz, A.M.I. 2017. Graph based hydraulic modelling of pressure in water distribution networks. IEEE AFRICON 2017, IEEE, Cape Town, South Africa, 18-20 September 2017, pp. 1612-1617 en_US
dc.identifier.isbn 978-1-5386-2775-4
dc.identifier.isbn 978-1-5386-2774-7
dc.identifier.uri http://ieeexplore.ieee.org/document/8095714/authors
dc.identifier.uri DOI: 10.1109/AFRCON.2017.8095714
dc.identifier.uri http://ieeexplore.ieee.org/document/8095714/
dc.identifier.uri http://hdl.handle.net/10204/10142
dc.description Copyright: 2017 IEEE. Due to copyright restrictions, the attached PDF file contains the accepted version of the paper. For access to the published version, please consult the publisher's website. en_US
dc.description.abstract The increased demands of water and high water losses in the past decade have brought a special attention to Water Distribution Networks. An efficient water distribution utilities management requires an adequate hydraulic modelling of the water network. Pressure analysis and control are key to the water management as they ensure a good delivery of water in the entire network by preventing water loss due to leakages. Traditional approaches of pressure control aiming to maintain a constant pressure in the entire network are deficient due to the continuous changes in water demands and therefore more effective methods of pressure control are needed. This paper proposes a hydraulic modelling of pressure for water distribution network. The pressure at the nodes in the network is modelled as graph equations to ensure a less complex pressure control and implementation. The results of this modelling show that to maintain an efficient water distribution, a pressure control mechanism is highly required. The simulations and discussions are presented for a case study were various control methods may be applied to monitor the pressure. en_US
dc.language.iso en en_US
dc.publisher IEEE en_US
dc.relation.ispartofseries Worklist;20445
dc.subject Graph equations en_US
dc.subject Hydraulic modelling en_US
dc.subject Pressure Control en_US
dc.subject Water distribution network en_US
dc.title Graph based hydraulic modelling of pressure in water distribution networks en_US
dc.type Conference Presentation en_US
dc.identifier.apacitation Mpiana, L., Hamam, Y., & Abu-Mahfouz, A. M. (2017). Graph based hydraulic modelling of pressure in water distribution networks. IEEE. http://hdl.handle.net/10204/10142 en_ZA
dc.identifier.chicagocitation Mpiana, LA, Y Hamam, and Adnan MI Abu-Mahfouz. "Graph based hydraulic modelling of pressure in water distribution networks." (2017): http://hdl.handle.net/10204/10142 en_ZA
dc.identifier.vancouvercitation Mpiana L, Hamam Y, Abu-Mahfouz AM, Graph based hydraulic modelling of pressure in water distribution networks; IEEE; 2017. http://hdl.handle.net/10204/10142 . en_ZA
dc.identifier.ris TY - Conference Presentation AU - Mpiana, LA AU - Hamam, Y AU - Abu-Mahfouz, Adnan MI AB - The increased demands of water and high water losses in the past decade have brought a special attention to Water Distribution Networks. An efficient water distribution utilities management requires an adequate hydraulic modelling of the water network. Pressure analysis and control are key to the water management as they ensure a good delivery of water in the entire network by preventing water loss due to leakages. Traditional approaches of pressure control aiming to maintain a constant pressure in the entire network are deficient due to the continuous changes in water demands and therefore more effective methods of pressure control are needed. This paper proposes a hydraulic modelling of pressure for water distribution network. The pressure at the nodes in the network is modelled as graph equations to ensure a less complex pressure control and implementation. The results of this modelling show that to maintain an efficient water distribution, a pressure control mechanism is highly required. The simulations and discussions are presented for a case study were various control methods may be applied to monitor the pressure. DA - 2017-09 DB - ResearchSpace DP - CSIR KW - Graph equations KW - Hydraulic modelling KW - Pressure Control KW - Water distribution network LK - https://researchspace.csir.co.za PY - 2017 SM - 978-1-5386-2775-4 SM - 978-1-5386-2774-7 T1 - Graph based hydraulic modelling of pressure in water distribution networks TI - Graph based hydraulic modelling of pressure in water distribution networks UR - http://hdl.handle.net/10204/10142 ER - en_ZA


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