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contributor authorPrabhata K. Swamee
contributor authorSantosh K. Pathak
contributor authorMahesh Agarwal
contributor authorAnwar S. Ansari
date accessioned2017-05-08T20:47:23Z
date available2017-05-08T20:47:23Z
date copyrightMay 1991
date issued1991
identifier other%28asce%290733-9437%281991%29117%3A3%28311%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27225
description abstractWeirs are devices installed in channels by means of which flow may be measured within a given degree of accuracy. Linear weir flow‐measuring devices introduce less relative error in discharge measurement. The design of a linear weir is such that the base approaches infinity; this makes its theoretical design physically unrealizable. Various attempts have been made to achieve a practical weir profile by cutting off the infinite bottom wings and providing base weirs of different shapes. Furthermore, all these designs use a constant discharge coefficient, whereas there is a considerable variation in the discharge coefficient with the head/weir‐height ratio. A linear weir profile that includes the variation of discharge coefficient and does not require base and datum corrections is presented herein. A design example has also been included.
publisherAmerican Society of Civil Engineers
titleAlternative Linear Weir Design
typeJournal Paper
journal volume117
journal issue3
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1991)117:3(311)
treeJournal of Irrigation and Drainage Engineering:;1991:;Volume ( 117 ):;issue: 003
contenttypeFulltext


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