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Real-time dynamic hydraulic model for water distribution networks: steady state modelling

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dc.contributor.author Osman, Muhammad S
dc.contributor.author Yoyo, S
dc.contributor.author Page, Philip R
dc.contributor.author Abu-Mahfouz, Adnan MI
dc.date.accessioned 2017-01-16T09:34:58Z
dc.date.available 2017-01-16T09:34:58Z
dc.date.issued 2016-09
dc.identifier.citation Osman, M.S., Yoyo, S., Page, P.R. and Abu-Mahfouz, A.M.I. 2016. Real-time dynamic hydraulic model for water distribution networks: steady state modelling. In: Proceedings of the Sixth IASTED International Conference, Environment and Water Resource Management (AfricaEWRM 2016), 5-7 September 2016 Gaborone, Botswana, pp 142-147 en_US
dc.identifier.uri http://www.actapress.com/Content_of_Proceeding.aspx?proceedingID=766#pages
dc.identifier.uri http://www.actapress.com/Abstract.aspx?paperId=456295
dc.identifier.uri http://hdl.handle.net/10204/8898
dc.description Proceedings of the Sixth IASTED International Conference, Environment and Water Resource Management (AfricaEWRM 2016), 5-7 September 2016 Gaborone, Botswana. en_US
dc.description.abstract It is known that South Africa is a water scarce country which has been recently been experiencing erratic weather conditions resulting in a constrained water supply. Renewed focus has been placed on water conservation. This study seeks to develop a steady state hydraulic model that will be used within a real-time dynamic hydraulic model (DHM). The Council for Scientific and Industrial Research (CSIR) water distribution network (WDN) is used as a pilot study for this purpose. A hydraulic analysis was performed for the WDN. Model parameter data were obtained through as-built drawings and site visits. The data were verified, and critical unknown parameters (those whose absence results in model uncertainty) were measured and thereafter imported into a developed computer model in the EPANET program. The model is presented in this paper. The pilot WDN was analysed for a 24 hour period. Network results have revealed that the system is functional and that water is transported in the system at a very high rate and boosted by a high pressure at the abstraction point. Flow velocities are within the range of 0.6 m/s to 2 m/s as recommended by the CSIR internal guidelines, and therefore no stagnation is expected. The steady state hydraulic model will form part of the real-time DHM and the time and cost efficiency of the entire DHM process will be accessed. This assessment will be in view of a desire to replicate a similar procedure to numerous areas in municipalities across South Africa. en_US
dc.language.iso en en_US
dc.publisher ACTA Press en_US
dc.relation.ispartofseries Workflow;17577
dc.subject South African water scarcity en_US
dc.subject Constrained water supply en_US
dc.subject Water distribution network en_US
dc.subject WDN en_US
dc.title Real-time dynamic hydraulic model for water distribution networks: steady state modelling en_US
dc.type Conference Presentation en_US
dc.identifier.apacitation Osman, M. S., Yoyo, S., Page, P. R., & Abu-Mahfouz, A. M. (2016). Real-time dynamic hydraulic model for water distribution networks: steady state modelling. ACTA Press. http://hdl.handle.net/10204/8898 en_ZA
dc.identifier.chicagocitation Osman, Muhammad S, S Yoyo, Philip R Page, and Adnan MI Abu-Mahfouz. "Real-time dynamic hydraulic model for water distribution networks: steady state modelling." (2016): http://hdl.handle.net/10204/8898 en_ZA
dc.identifier.vancouvercitation Osman MS, Yoyo S, Page PR, Abu-Mahfouz AM, Real-time dynamic hydraulic model for water distribution networks: steady state modelling; ACTA Press; 2016. http://hdl.handle.net/10204/8898 . en_ZA
dc.identifier.ris TY - Conference Presentation AU - Osman, Muhammad S AU - Yoyo, S AU - Page, Philip R AU - Abu-Mahfouz, Adnan MI AB - It is known that South Africa is a water scarce country which has been recently been experiencing erratic weather conditions resulting in a constrained water supply. Renewed focus has been placed on water conservation. This study seeks to develop a steady state hydraulic model that will be used within a real-time dynamic hydraulic model (DHM). The Council for Scientific and Industrial Research (CSIR) water distribution network (WDN) is used as a pilot study for this purpose. A hydraulic analysis was performed for the WDN. Model parameter data were obtained through as-built drawings and site visits. The data were verified, and critical unknown parameters (those whose absence results in model uncertainty) were measured and thereafter imported into a developed computer model in the EPANET program. The model is presented in this paper. The pilot WDN was analysed for a 24 hour period. Network results have revealed that the system is functional and that water is transported in the system at a very high rate and boosted by a high pressure at the abstraction point. Flow velocities are within the range of 0.6 m/s to 2 m/s as recommended by the CSIR internal guidelines, and therefore no stagnation is expected. The steady state hydraulic model will form part of the real-time DHM and the time and cost efficiency of the entire DHM process will be accessed. This assessment will be in view of a desire to replicate a similar procedure to numerous areas in municipalities across South Africa. DA - 2016-09 DB - ResearchSpace DP - CSIR KW - South African water scarcity KW - Constrained water supply KW - Water distribution network KW - WDN LK - https://researchspace.csir.co.za PY - 2016 T1 - Real-time dynamic hydraulic model for water distribution networks: steady state modelling TI - Real-time dynamic hydraulic model for water distribution networks: steady state modelling UR - http://hdl.handle.net/10204/8898 ER - en_ZA


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