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contributor authorT. T. Tanyimboh
contributor authorM. Tabesh
contributor authorR. Burrows
date accessioned2017-05-08T21:07:40Z
date available2017-05-08T21:07:40Z
date copyrightAugust 2001
date issued2001
identifier other%28asce%290733-9496%282001%29127%3A4%28206%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39702
description abstractThis paper presents a new way of interpreting the results of the traditional demand-driven network analysis as an approximation to pressure-driven simulation so as to calculate the reliability of single-source networks. The approach is useful because most network modeling software packages use the demand-driven analysis approach and are incapable of simulating pressure-deficient conditions properly. The formulation draws from recent developments in pressure-driven simulation and can be used to calculate the reliability of an entire water distribution network or that of the individual demand nodes. The method herein is probabilistic in that the random nature of link failures is accounted for. Using a sample network, it is shown that the method has several advantages including simplicity and a very high computational efficiency.
publisherAmerican Society of Civil Engineers
titleAppraisal of Source Head Methods for Calculating Reliability of Water Distribution Networks
typeJournal Paper
journal volume127
journal issue4
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(2001)127:4(206)
treeJournal of Water Resources Planning and Management:;2001:;Volume ( 127 ):;issue: 004
contenttypeFulltext


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