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contributor authorArif A. Anwar
contributor authorDerek Clarke
date accessioned2017-05-08T20:49:41Z
date available2017-05-08T20:49:41Z
date copyrightDecember 2005
date issued2005
identifier other%28asce%290733-9437%282005%29131%3A6%28560%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28393
description abstractA power-law channel is a generalized form of the parabolic channel. The exponent of the governing equation is a variable that for certain maximum permissible side slopes can be determined by maximizing the cross-sectional area of flow (or minimizing the wetted perimeter). Using this exponent rather than the constant allows a hydraulically more efficient open channel section to be designed. In earlier work on power-law channels freeboard was neglected to simplify the analysis. However as pointed out by several authors, a channel without freeboard is of academic interest only and not practical. All open channels are in practice designed and constructed with freeboard as a factor of safety. In this paper freeboard has been introduced as an additional parameter to be taken into account when designing a power-law channel. The work from this paper is applied to an earlier example of a parabolic channel to demonstrate a practical design.
publisherAmerican Society of Civil Engineers
titleDesign of Hydraulically Efficient Power-Law Channels with Freeboard
typeJournal Paper
journal volume131
journal issue6
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(2005)131:6(560)
treeJournal of Irrigation and Drainage Engineering:;2005:;Volume ( 131 ):;issue: 006
contenttypeFulltext


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