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dc.creatorKanakoudis, V. K.en
dc.creatorTolikas, D. K.en
dc.date.accessioned2015-11-23T10:31:23Z
dc.date.available2015-11-23T10:31:23Z
dc.date.issued2001
dc.identifier.issn0003-7214
dc.identifier.urihttp://hdl.handle.net/11615/28855
dc.description.abstractThis paper introduces a methodology that calculates the optimum replacement time for the pipes of kinds a water network. This is done through a technico-economic analysis that takes Into account all kin of costs for the repair or replacement of trouble-causing parts of a network. The applied methodology uses the present value method of economic analysis and suggests alternative ways to specify the models of break rates for the various kinds of pipes. This goal becomes possible using the proven strong relationship between the leaks and breaks that occur in water pipes. Finally, the methodology presents a way of calculating the optimum replacement time for the pipes of a water network, by taking into account the water flow velocities (standard values and variations) in the pipes.en
dc.source.uri<Go to ISI>://WOS:000171733000004
dc.subjectbreaksen
dc.subjecteconomic calculation methoden
dc.subjectleaksen
dc.subjectrepairsen
dc.subjectreplacementsen
dc.subjectwateren
dc.subjectnetworksen
dc.subjectEngineering, Civilen
dc.subjectWater Resourcesen
dc.titleThe role of leaks and breaks in water networks: technical and economical solutionsen
dc.typejournalArticleen


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