| contributor author | M. C. Aydin | |
| date accessioned | 2017-05-08T22:27:23Z | |
| date available | 2017-05-08T22:27:23Z | |
| date copyright | February 2016 | |
| date issued | 2016 | |
| identifier other | 45710775.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/80906 | |
| 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, | |
| publisher | American Society of Civil Engineers | |
| title | Investigation of a Sill Effect on Rectangular Side-Weir Flow by Using CFD | |
| type | Journal Paper | |
| journal volume | 142 | |
| journal issue | 2 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)IR.1943-4774.0000957 | |
| tree | Journal of Irrigation and Drainage Engineering:;2016:;Volume ( 142 ):;issue: 002 | |
| contenttype | Fulltext | |
