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contributor authorJakobus E. van Zyl
contributor authorOlivier Piller
contributor authorYves le Gat
date accessioned2017-05-08T21:08:24Z
date available2017-05-08T21:08:24Z
date copyrightNovember 2008
date issued2008
identifier other%28asce%290733-9496%282008%29134%3A6%28548%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40192
description abstractMunicipal storage tanks are used to balance differences in supply and demand. Tanks have traditionally been sized based on deterministic criteria for balancing, fire, and emergency storage components. In this paper a stochastic analysis method is proposed to model both the deterministic and probabilistic components of consumer demand, fire demand, and pipe failures in water distribution systems. The method estimates a number of tank reliability criteria as functions of tank capacity, which provide a site-specific way of determining the required tank capacity based on user-defined reliability criteria. The method is illustrated by applying it to a “typical” water supply system. It was found that the tank failure duration follows a Weibull distribution. The tank failure rate was found to be very sensitive to tank capacity and can be described with an exponential distribution. It is proposed that one failure in
publisherAmerican Society of Civil Engineers
titleSizing Municipal Storage Tanks Based on Reliability Criteria
typeJournal Paper
journal volume134
journal issue6
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(2008)134:6(548)
treeJournal of Water Resources Planning and Management:;2008:;Volume ( 134 ):;issue: 006
contenttypeFulltext


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