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contributor authorThomas M. Walski
contributor authorE. Downey Brill, Jr.
contributor authorJohannes Gessler
contributor authorIan C. Goulter
contributor authorRoland M. Jeppson
contributor authorKevin Lansey
contributor authorHan‐Lin Lee
contributor authorJon C. Liebman
contributor authorLarry Mays
contributor authorDavid R. Morgan
contributor authorLindell Ormsbee
date accessioned2017-05-08T21:06:17Z
date available2017-05-08T21:06:17Z
date copyrightMarch 1987
date issued1987
identifier other%28asce%290733-9496%281987%29113%3A2%28191%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/38816
description abstractSeveral models that can be used to optimally size water distribution pipes were applied to a hypothetical system. The results are summarized in this paper. The models produced solutions with costs that were within 10% of one another, although the solutions were quite different. While the models were helpful in sizing pipes, some manual calculations and a good deal of engineering judgment were required to apply them.
publisherAmerican Society of Civil Engineers
titleBattle of the Network Models: Epilogue
typeJournal Paper
journal volume113
journal issue2
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(1987)113:2(191)
treeJournal of Water Resources Planning and Management:;1987:;Volume ( 113 ):;issue: 002
contenttypeFulltext


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