Search results for "water distribution"

showing 6 items of 56 documents

Definition of Water Meter Substitution Plans based on a Composite Indicator

2014

This paper presents a water meter substitution plan based on a composite "Replacement indicator" which was defined and compared with common substitution strategies based on meter age and on run-to-fail approaches. The methodology was applied to one of the 17 sub-networks in which the Palermo city water distribution network (Italy) is divided. The analysis was carried out considering a substitution budget limitation and the results showed that the use of "Replacement indicator" outperform the classical substitution strategies based on meter age because it takes into account some other variables that may affect meter precision and wearing. (C) 2013 The Authors. Published by Elsevier Ltd.

replacement strategyEngineeringDistribution networksbusiness.industrySubstitution (logic)General MedicinePlan (drawing)Composite indicatorCivil engineeringwater metersForensic engineeringApparent losseswater distribution systemsMetreApparent lossebusinesswater distribution systemEngineering(all)metering errorProcedia Engineering
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Assessing priority of intervention on water distribution networks with reduced information

2008

water distribution network rehabilitation performance indices
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Real-time optimal control of water distribution systems - Models and techniques, including intermittent supply conditions.

2014

water distribution networkSettore ICAR/02 - Costruzioni Idrauliche E Marittime E Idrologiahydraulic modellingoptimal control systemoptimization
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Optimal Network Design with the Use of Reliability Constraints and Simulated Annealing Tecnique

1996

water distribution networks design optimizationSettore ICAR/01 - Idraulica
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Water quality analysis in network and private storage tanks in intermittent distribution systems

2012

In countries suffering from chronic water shortages, water distribution systems are often operated on an intermittent basis. As a consequence, the network is involved by cyclical filling and emptying periods causing water quality degradation. During the emptying period, the distribution system is unpressurised and it may occur that pollutants move into the network. Moreover, the stagnation period can promote microbial growth. For this reason water is usually heavily chlorinated in order to maintain it potable. Due to intermittent water service users acquire private tanks, which are used for collecting water during serviced periods and distributing it when public service is not available. Th…

water distribution networks intermittent service private tank water quality modelling
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Estimation of chlorine residual in a drinking water distribution system.

2006

water distribution system parameters calibration
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