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contributor authorHuan-Feng Duan
contributor authorYeou-Koung Tung
contributor authorMohamed S. Ghidaoui
date accessioned2017-05-08T22:03:09Z
date available2017-05-08T22:03:09Z
date copyrightNovember 2010
date issued2010
identifier other%28asce%29wr%2E1943-5452%2E0000118.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69926
description abstractSystematic transient analysis in water supply systems is intended to determine the reliability of water supply and the integrity of hydraulic devices when hydraulic transients (i.e., water hammers) occur. In the analysis, parameters such as wavespeed, pipe diameter, friction, and others, usually considered as known inputs in traditional water hammer models, are actually subject to uncertainties due to natural or human behaviors. The paper considers these uncertainties and investigates their effects on the reliability of water transportation systems and water supply networks under transient conditions with or without protection devices. In addition, the optimization of transient protection devices is also evaluated based on the probabilistic analysis. The results show that the probabilistic analysis method could inspect the influence of the different input uncertainties on the system responses under transient conditions and provide detailed information on the design for water supply systems and protection devices. A one-dimensional water hammer model of pipe fluid systems and Monte Carlo simulation method are used in this investigation.
publisherAmerican Society of Civil Engineers
titleProbabilistic Analysis of Transient Design for Water Supply Systems
typeJournal Paper
journal volume136
journal issue6
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)WR.1943-5452.0000074
treeJournal of Water Resources Planning and Management:;2010:;Volume ( 136 ):;issue: 006
contenttypeFulltext


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