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contributor authorChwen‐Yuan Guo
contributor authorWilliam C. Hughes
date accessioned2017-05-08T20:46:35Z
date available2017-05-08T20:46:35Z
date copyrightSeptember 1984
date issued1984
identifier other%28asce%290733-9437%281984%29110%3A3%28304%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26780
description abstractMethods from calculus may be used to determine a channel cross section which minimizes hydraulic resistance or alternatively, determines the least cost channel dimensions. In either case, established procedures ignore channel freeboard. The traditional methods of channel geometry optimization are reformulated to include freeboard considerations. The results are shown to revert to traditional solutions when the freeboard parameter is set to zero. A graphical solution is provided to simplify the resulting equations.
publisherAmerican Society of Civil Engineers
titleOptimal Channel Cross Section with Freeboard
typeJournal Paper
journal volume110
journal issue3
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1984)110:3(304)
treeJournal of Irrigation and Drainage Engineering:;1984:;Volume ( 110 ):;issue: 003
contenttypeFulltext


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