2017
DOI: 10.1007/s11587-017-0343-y
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Modelling and optimization of least-cost water distribution networks with multiple supply sources and users

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Cited by 20 publications
(10 citation statements)
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“…The optimization model used in this paper is a least-cost optimization model aimed at identifying the proper allocation of drinking water resources, as proposed in [21] and revised in [33].…”
Section: Methodsmentioning
confidence: 99%
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“…The optimization model used in this paper is a least-cost optimization model aimed at identifying the proper allocation of drinking water resources, as proposed in [21] and revised in [33].…”
Section: Methodsmentioning
confidence: 99%
“…The specific modeling of the cost function is that proposed in [21] and revised in [33]: (3) where the parameters depend on the type of material, its class, and the state of the pipeline material; in particular, L ij is the distance between nodes i and j, and Y ij = h i − h j is the corresponding piezometric head difference.…”
Section: Methodsmentioning
confidence: 99%
“…Real-time knowledge of the available flow rates at source, and prediction of total or partial inadequacy of supply (O'Flynn et al 2010;Quevedo et al 2010;Stewart et al 2010;Maiolo et al 2017) 2. Using mathematical hydraulic models, expert systems and/or artificial intelligence structures, for WDS simulation, calibration and management (Gupta & Bhave 1994;Ghorbani et al 2010;Nourani et al 2011;Maiolo & Pantusa 2016;Carini et al 2018;Maiolo & Pantusa 2017a, 2017b 3. Integrated management of reservoirs and networks, under normal conditions and during resource shortages, with the potential for re-balancing the network to avoid overpressure, water troughs and overflow in reservoirs (Mousavi et al 2005;Liu et al 2006;Rao & Salomons 2007) 4.…”
Section: Introductionmentioning
confidence: 99%
“…The model, which assumed five years of acceleration in both the control period and in the future scenario, was able to assess changes in water resources availability for the climate change scenario and to proceed to the water scheme optimization. For the optimization model, the present paper resumes and revises a least-cost optimization model proposed in ( (Maiolo & Pantusa, 2016), (Carini , Maiolo, Pantusa, Chiaravalloti, & Capano, 2017)) aimed at identifying the proper allocation of drinking water resources. In particular, the optimization model analyses the water resources available in a territory in relation to the demand of the users, in order to determine the possible transfer of water resources in the territory by different schemes.…”
Section: Methodsmentioning
confidence: 99%
“…With reference to the research activity and optimization model described in ( (Maiolo & Pantusa, 2016), (Carini , Maiolo, Pantusa, Chiaravalloti, & Capano, 2017), (Maiolo , Mendino , Pantusa , & Senatore, 2017)) this work proposes an improvement of the cost modeling previously proposed in ( (Maiolo & Pantusa, 2016), (Carini , Maiolo, Pantusa, Chiaravalloti, & Capano, 2017)) through: 1) Inclusion of existing pipes with new ones in parallel if necessary; 2) Inclusion of pumping stations (existing and new ones when needed); 3) Inclusion of operation costs for the pumping stations (existing and new ones when needed); 4) Design for adequate peak flows and consideration of operating costs (energy costs) based on average flows. The following assumptions are used for the cost modeling:…”
Section: Methodsmentioning
confidence: 99%