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contributor authorAvi Ostfeld
contributor authorUri Shamir
date accessioned2017-05-08T21:07:16Z
date available2017-05-08T21:07:16Z
date copyrightSeptember 1996
date issued1996
identifier other%28asce%290733-9496%281996%29122%3A5%28322%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39441
description abstractA methodology which integrates the optimal design and reliability of a multiquality water-supply system is presented and demonstrated. The system designed is able to sustain prescribed failure scenarios, such as any single random component failure, and still maintain a desired level of service in terms of the quantities, qualities, and pressures supplied to the consumers. In formulating and solving the model, decomposition is used. The decomposition results in an “outer” nonsmooth problem in the domain of the circular flows, and an “inner” convex quadratic problem. The method of solution includes the use of a nonsmooth optimization technique for minimizing the outer problem, for which a member of the subgradient group is calculated in each iteration. The method allows reversal of flows in pipes, relative to the direction initially assigned. The methodology is applied to a system with 33 pipes, five pumps, and 16 nodes (two source nodes with treatment facilities and 14 consumer nodes) for a single loading condition and one quality parameter.
publisherAmerican Society of Civil Engineers
titleDesign of Optimal Reliable Multiquality Water-Supply Systems
typeJournal Paper
journal volume122
journal issue5
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(1996)122:5(322)
treeJournal of Water Resources Planning and Management:;1996:;Volume ( 122 ):;issue: 005
contenttypeFulltext


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