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contributor authorG. C. Dandy
contributor authorM. O. Engelhardt
date accessioned2017-05-08T21:08:05Z
date available2017-05-08T21:08:05Z
date copyrightMarch 2006
date issued2006
identifier other%28asce%290733-9496%282006%29132%3A2%2879%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39995
description abstractTwo of the main performance criteria of a water distribution system are that it is inexpensive to construct, operate, and maintain and that it operates in a reliable manner. These two criteria are often conflicting, thus implying that the decision maker needs to reach a compromise in scheduling mains for replacement. One way to facilitate this decision is to generate a trade-off surface that represents the compromise between the two objectives. This paper demonstrates the use of genetic algorithms to generate trade-off curves between cost and reliability for pipe replacement decisions. Curves for two planning scenarios are generated. The first identifies the trade-offs necessary for the current conditions. The second allows the water authority to determine the required levels of future expenditure, given funding constraints, to meet a specified level of service over the entire planning horizon. Alternatively, it provides an estimate of the impact on performance of delaying expenditure.
publisherAmerican Society of Civil Engineers
titleMulti-Objective Trade-Offs between Cost and Reliability in the Replacement of Water Mains
typeJournal Paper
journal volume132
journal issue2
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(2006)132:2(79)
treeJournal of Water Resources Planning and Management:;2006:;Volume ( 132 ):;issue: 002
contenttypeFulltext


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