Investigation of a Sill Effect on Rectangular Side-Weir Flow by Using CFD

dc.contributor.author	M. C. Aydin
dc.date.accessioned	2017-05-08T22:27:23Z
dc.date.available	2017-05-08T22:27:23Z
dc.date.copyright	February 2016
dc.date.issued	2016
dc.identifier.other	45710775.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/80906
dc.description.abstract	Side weirs are water intake or discharge structures that discharge water from, e.g., a dam, an open channel to external environment for using flow control, or irrigation system. In this paper, to examine how the sill placed in different locations of the main channel effects a side-weir discharge performance, a three-dimensional (3D) computational fluid dynamics (CFD) model together with experimental results were used. In the numerical simulations,
dc.publisher	American Society of Civil Engineers
dc.title	Investigation of a Sill Effect on Rectangular Side-Weir Flow by Using CFD
dc.type	Journal Paper
dc.journal.volume	142
dc.journal.issue	2
dc.journal.title	Journal of Irrigation and Drainage Engineering
dc.identifier.doi	10.1061/(ASCE)IR.1943-4774.0000957
dc.tree	Journal of Irrigation and Drainage Engineering:;2016:;Volume ( 142 ):;issue: 002
dc.contenttype	Fulltext