2009
DOI: 10.2166/hydro.2009.080
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Cost and reliability comparison between branched and looped water supply networks

Abstract: A new design methodology recently introduced for looped networks is now applied to branched networks. The methodology is based on cost analysis minimisation, network mathematical simulation under normal and failure states and reliability estimates. It is capable of obtaining not only an adequate value for the global reliability of a network but also the appropiate total design demand. This paper then presents a deeper insight into the comparison between looped and branched networks by applying the methodology … Show more

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Cited by 11 publications
(8 citation statements)
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“…Although the basic decision variables are pipe diameters, perhaps due to the high non-linearity associated with diameters, some researchers have formulated the problem in terms of separated sets of flows and heads (Alperovitz & Shamir 1977;Chiong 1985;Sarbu & Kalmar 2002;Martínez 2007Martínez , 2010.…”
Section: Classical Objective Functionmentioning
confidence: 99%
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“…Although the basic decision variables are pipe diameters, perhaps due to the high non-linearity associated with diameters, some researchers have formulated the problem in terms of separated sets of flows and heads (Alperovitz & Shamir 1977;Chiong 1985;Sarbu & Kalmar 2002;Martínez 2007Martínez , 2010.…”
Section: Classical Objective Functionmentioning
confidence: 99%
“…The objective function (OBF) in Chiong (1985) cited by Martínez (2007Martínez ( , 2010) is restricted to account for costs only in the pipe network. The sum c of annualized capital costs and annual energy costs which is to be minimized is then …”
Section: Classical Objective Functionmentioning
confidence: 99%
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“…If a branched network is closed using minimum diameters, then there will be connectivity redundancy but no capacity redundancy. Redundancy therefore includes two important concepts: firstly, the connectivity necessary to provide alternative flow paths to each node; and secondly, the provision of an adequate flow capacity (diameter) for those paths (Martínez 2010).…”
Section: Introductionmentioning
confidence: 99%