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contributor authorGaudenz Moser
contributor authorStephanie German Paal
contributor authorIan F. C. Smith
date accessioned2017-12-30T13:05:53Z
date available2017-12-30T13:05:53Z
date issued2018
identifier other%28ASCE%29CP.1943-5487.0000729.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4245561
description abstractPressurized freshwater fluid distribution networks are key strategic infrastructure elements. On average, 20% of water is lost by way of leaks around the world. This illustrates the need for more efficient management of pressurized fluid distribution networks. This paper presents a system identification methodology known as error-domain model falsification adapted for performance assessment of water distribution networks and more specifically, to detect leak regions in these networks. In addition, a methodology to approximate the demand at nodes in water supply networks is presented and a methodology for estimating uncertainties through experimentation is described. The use of error-domain model falsification for practical use in water distribution networks shows great potential. Finally, two case studies are presented. The first case study is from the water distribution network of the city of Lausanne. An experimental campaign was carried out on this network to simulate leaks by opening hydrants. The second case study is from a water distribution network of the community of Bagnes, and a leak scenario was evaluated. These two case studies illustrate, using full-scale measurements, the potential of error-domain model falsification for the performance assessment of water distribution networks.
publisherAmerican Society of Civil Engineers
titleLeak Detection of Water Supply Networks Using Error-Domain Model Falsification
typeJournal Paper
journal volume32
journal issue2
journal titleJournal of Computing in Civil Engineering
identifier doi10.1061/(ASCE)CP.1943-5487.0000729
page04017077
treeJournal of Computing in Civil Engineering:;2018:;Volume ( 032 ):;issue: 002
contenttypeFulltext


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