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contributor authorRajesh P. Singh
contributor authorPooran S. Mahar
date accessioned2017-05-08T21:07:52Z
date available2017-05-08T21:07:52Z
date copyrightMay 2003
date issued2003
identifier other%28asce%290733-9496%282003%29129%3A3%28226%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39825
description abstractPresented herein is an optimal design method for a multidiameter, multioutlet pipeline employing a dynamic programming approach. Optimal lengths of varying pipe sizes for a multioutlet pipeline are obtained by minimizing the annualized cost of the pipeline, which can include either fixed costs, energy costs or both. The Darcy-Weisbach formula is used to calculate friction head loss in various sections of the multioutlet pipeline. The primary input to the optimization model is the annual cost of all the available alternatives of single pipe sizes, and the output comprises the lengths of the selected diameters to form the total length of the multioutlet pipeline satisfying allowable limits on pressure variation. Applicability of the method is demonstrated through optimal design of a pipeline comprised of more than one diameter and serving as a sprinkler lateral for varying upward and downward slope conditions.
publisherAmerican Society of Civil Engineers
titleOptimal Design of Multidiameter, Multioutlet Pipelines
typeJournal Paper
journal volume129
journal issue3
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(2003)129:3(226)
treeJournal of Water Resources Planning and Management:;2003:;Volume ( 129 ):;issue: 003
contenttypeFulltext


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