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contributor authorDiego Paez
contributor authorYves Filion
date accessioned2022-01-30T21:15:44Z
date available2022-01-30T21:15:44Z
date issued8/1/2020 12:00:00 AM
identifier other%28ASCE%29WR.1943-5452.0001257.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4267895
description abstractWater distribution systems reliability has typically been studied using single-period simulations of the hydraulic behavior of the system, due to high computational requirements. The aim of this work was to develop and test a framework for the evaluation of mechanical reliability, hydraulic reliability, and firefighting reliability under extended-period simulations. Four functionality functions were proposed to quantify the serviceability of the system under the perturbation scenarios. The functions were tested in five case studies based on real-world networks and compared with the previously developed mechanical reliability estimator (MRE) and hydraulic reliability estimator (HRE), as well as with similar definitions for single-period simulation. Results showed that both MRE and HRE consistently correlate with the supply/demand ratio functionality, and are easy to compute even in optimization routines. Comparison results with single-period definitions of functionality showed that, on average, evaluating hydraulic conditions at the peak hour works is a good estimation of the extended-period behavior, but in some cases, discrepancies up to 50% can be found.
publisherASCE
titleWater Distribution Systems Reliability under Extended-Period Simulations
typeJournal Paper
journal volume146
journal issue8
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)WR.1943-5452.0001257
page10
treeJournal of Water Resources Planning and Management:;2020:;Volume ( 146 ):;issue: 008
contenttypeFulltext


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