Search results for "intermittent distribution"

showing 5 items of 5 documents

Implementation of pressure reduction valves in a dynamic water distribution numerical model to control the inequality in water supply

2013

The analysis of water distribution networks has to take into account the variability of users' water demand and the variability of network boundary conditions. In complex systems, e.g. those characterized by the presence of local private tanks and intermittent distribution, this variability suggests the use of dynamic models that are able to evaluate the rapid variability of pressures and flows in the network. The dynamic behavior of the network also affects the performance of valves that are used for controlling the network. Pressure reduction valves (PRVs) are used for controlling pressure and reducing leakages. Highly variable demands can produce significant fluctuation of the PRV set po…

Atmospheric ScienceEngineeringPressure controlbusiness.industryFlow (psychology)Complex systemWater supplyGeotechnical Engineering and Engineering Geologydynamic model intermittent distribution method of characteristic pipe-filling process PRVs water distribution network modelingVariable (computer science)Control theoryBoundary value problemWater qualityTransient (oscillation)businessSimulationCivil and Structural EngineeringWater Science and TechnologyJournal of Hydroinformatics
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Energy Recovery in Water Distribution Networks. Implementation of Pumps as Turbine in a Dynamic Numerical Model

2014

In complex networks characterized by the presence of private tanks, water managers usually apply intermittent distribution, thus reducing the water volumes supplied to the users, or use Pressure Reduction Valves (PRV) for controlling pressure in the network. The application of Pump As Turbines (PATs) appears as an alternative and sustainable solution to either control network pressure as well as to produce energy. In the present paper, the hydrodynamic model, already presented by De Marchis et al. (2011) was further developed introducing the dynamic analysis of PATs. The model was applied to a district of Palermo network (Italy) characterized by intermittent distribution and by inequities a…

EngineeringEnergy recoveryDistribution networksPetroleum engineeringbusiness.industryEnvironmental engineeringWater supplyGeneral MedicineComplex networkPump as Turbine (PAT)TurbineTerm (time)method of characteristicenergy savingwater distribution networkControl networkintermittent distributionbusinessEnergy (signal processing)Engineering(all)energy saving.Procedia Engineering
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Analysis of intermittent supply systems in water scarcity conditions and evaluation of the resource distribution equity indices

2007

Generally, urban water distribution shortage situations are solved by introducing discontinuous service and rationing the available water resources. This approach is widely adopted, not only in developing countries but also in developed ones, for solving short term scarcity conditions which can be caused by unpredicted drought periods. Intermittent distribution has the advantage of requiring small financial efforts but it leads to network operating conditions that are very far from the usual design ones. With the aim to analyse and describe the water supply network behaviour in intermittent conditions, a network hydraulic model has been set up in which both user and manager dependent regula…

Microeconomicsdistribution network performance water scarcity conditions intermittent distributionNatural resource economicsEconomicsEquity (finance)Resource distributionWater scarcity
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A model of the filling process of an intermittent distribution network

2010

In many countries, private tanks are acquired by users to reduce their vulnerability to intermittent supply. The presence of these local reservoirs modifies the user demand pattern and usually increases user water demand at the beginning of the service period depending on the tank filling process. This practice is thus responsible for the inequality that occurs among users: those located in advantaged positions of the network are able to obtain water resources soon after the service period begins, while disadvantaged users have to wait much longer, after the network is full. This dynamic process requires the development of ad hoc models in order to obtain reliable results. This paper discus…

Service (systems architecture)Distribution networksComputer simulationOperations researchComputer scienceProcess (engineering)Settore ICAR/02 - Costruzioni Idrauliche E Marittime E IdrologiaGeography Planning and DevelopmentEnvironmental engineeringpipe filling proceWater demandWater resourcesOrder (business)private water tankintermittent distributionwater distribution network modellingWater Science and TechnologyVulnerability (computing)
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Contaminant Intrusion through Leaks in Water Distribution System: Experimental Analysis

2015

Abstract This paper presents the results of experimental tests on the intrusion of contaminant through pipe cracks in water distribution network resulting from low/negative pressures. The tests were carried out on a looped distribution network at the University of Enna and were performed first producing a pressure transient that causes negative pressures then reproducing intermittent supply. A soluble contaminant was added to the water volume in the network through a pipe crack. Sampling of water volume was carried out in two nodes of the network and the contaminant concentrations were measured. It was showed that: the contaminant was drawn in and transported, in the first set of tests; the…

Steady stateDistribution networkspollutant intrusionSampling (statistics)transient analysiGeneral MedicineTransient analysisDistribution systemHealth risksIntrusionHealth riskEnvironmental scienceintermittent distributionGeotechnical engineeringWater volumeTransient (oscillation)transient analysiswater distribution systemEngineering(all)Procedia Engineering
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