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A spreadsheet tool for the analysis of flows in small-scale water piping networks

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dc.contributor.author Adedeji, KB
dc.contributor.author Hamam, Y
dc.contributor.author Abe, BT
dc.contributor.author Abu-Mahfouz, Adnan MI
dc.date.accessioned 2018-03-27T08:59:30Z
dc.date.available 2018-03-27T08:59:30Z
dc.date.issued 2017-07
dc.identifier.citation Adedeji, K. et al. 2017. A spreadsheet tool for the analysis of flows in small-scale water piping networks. 2017 IEEE 15th International Conference on Industrial Informatics (INDIN), 24-26 July 2017, Emden, Germany, pp. 1213-1218 en_US
dc.identifier.isbn 978-1-5386-0836-4
dc.identifier.isbn 978-1-5386-0838-8
dc.identifier.isbn 978-1-5386-0837-1
dc.identifier.uri http://ieeexplore.ieee.org/stamp/stamp.jsp?arnumber=8104947
dc.identifier.uri DOI: 10.1109/INDIN.2017.8104947
dc.identifier.uri http://hdl.handle.net/10204/10143
dc.description Copyright: 2017 IEEE. Due to copyright restrictions, the attached PDF file contains the accepted version of the published item. For access to the published paper, please consult the publisher's website. en_US
dc.description.abstract The analysis of water piping system has been presented by several authors in the past and in recent years proposing several solution algorithms. Among the notable methods are the Hardy cross method, linear approximation method, Newton Raphson method and the hybrid method to mention but a few, to solve a system of partly linear, and partly non-linear hydraulic equations. In this paper, the authors demonstrate the use of Excel solver to verify the Hardy Cross method for the analysis of flow in water piping networks. A single-loop water network derived from real situation was used as numerical example and case study. Detailed numerical data are presented to explain the results of the studied network. en_US
dc.language.iso en en_US
dc.publisher IEEE en_US
dc.relation.ispartofseries Worklist;20391
dc.subject Spreadsheet tool en_US
dc.subject Water distribution network en_US
dc.subject Water flow en_US
dc.title A spreadsheet tool for the analysis of flows in small-scale water piping networks en_US
dc.type Conference Presentation en_US
dc.identifier.apacitation Adedeji, K., Hamam, Y., Abe, B., & Abu-Mahfouz, A. M. (2017). A spreadsheet tool for the analysis of flows in small-scale water piping networks. IEEE. http://hdl.handle.net/10204/10143 en_ZA
dc.identifier.chicagocitation Adedeji, KB, Y Hamam, BT Abe, and Adnan MI Abu-Mahfouz. "A spreadsheet tool for the analysis of flows in small-scale water piping networks." (2017): http://hdl.handle.net/10204/10143 en_ZA
dc.identifier.vancouvercitation Adedeji K, Hamam Y, Abe B, Abu-Mahfouz AM, A spreadsheet tool for the analysis of flows in small-scale water piping networks; IEEE; 2017. http://hdl.handle.net/10204/10143 . en_ZA
dc.identifier.ris TY - Conference Presentation AU - Adedeji, KB AU - Hamam, Y AU - Abe, BT AU - Abu-Mahfouz, Adnan MI AB - The analysis of water piping system has been presented by several authors in the past and in recent years proposing several solution algorithms. Among the notable methods are the Hardy cross method, linear approximation method, Newton Raphson method and the hybrid method to mention but a few, to solve a system of partly linear, and partly non-linear hydraulic equations. In this paper, the authors demonstrate the use of Excel solver to verify the Hardy Cross method for the analysis of flow in water piping networks. A single-loop water network derived from real situation was used as numerical example and case study. Detailed numerical data are presented to explain the results of the studied network. DA - 2017-07 DB - ResearchSpace DP - CSIR KW - Spreadsheet tool KW - Water distribution network KW - Water flow LK - https://researchspace.csir.co.za PY - 2017 SM - 978-1-5386-0836-4 SM - 978-1-5386-0838-8 SM - 978-1-5386-0837-1 T1 - A spreadsheet tool for the analysis of flows in small-scale water piping networks TI - A spreadsheet tool for the analysis of flows in small-scale water piping networks UR - http://hdl.handle.net/10204/10143 ER - en_ZA


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