Chapter
Apr 26, 2012
Enhanced WDN Analysis: Representation of Actual Pipe Connections
Publication: World Environmental and Water Resources Congress 2009: Great Rivers
Abstract
The classical assumption of representing the total demand along a pipe as two lumped withdrawals at its terminal nodes is hitherto common. It is a simplification of the network topology which is useful in order to drastically reduce the number of nodes during network simulation. Conversely, this simplification does not preserve pipes' energy balance equation and, for this reason, it is a wrong approximation that could generate large head loss errors. This paper presents an extension of the Global Gradient Algorithm (GGA) which entails a modified GGA permitting the effective introduction of the lumped nodal demands, and without forfeiting a correct pipe head loss, by means of a pipe hydraulic resistance correction.
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© 2009 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Technical University of Bari, Engineering Faculty of Taranto, Dept. of Civil and Environmental Engineering, via Turismo, 8, 74100, Taranto, Italy. E-mail: [email protected]
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.