Numerical Investigation Of The Impact On The Flow Patterns In The Spillway Crest Elevation Hydraulic Jump Along The Side Weirs In Open Channel
Side overflows are one of the most important hydraulic structures in water control and control systems. The outlet flow is a three-dimensional overflow that causes these overflows to have a complex hydraulic. Under certain conditions, the presence of a lateral overflow causes a jump in the main chan...
Saved in:
Main Authors: | Negar Bagheri, Mohammad Saeed Toranji, Afshin Eghbal zade |
---|---|
Format: | Article |
Language: | Persian |
Published: |
Assist. Prof. Dr. Roohollah Taherkhani
2016-08-01
|
Series: | مهندسی و مدیریت ساخت |
Online Access: | https://www.jecm.ir/article_47830_bc6a5b89db8827184d15a2e54547f638.pdf |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Hydraulic Research for Spillway Dam of Jambor Weir at Polotsk Hydroelectric Station
by: G. G. Kruglov, et al.
Published: (2012-08-01) -
Long-throated flumes and broad-crested weirs /
by: Bos, Marinus Gijsberthus, 1943-
Published: (1985) -
Clear-Water Scour at Labyrinth Side Weir Intersection Along the Bend
by: Emiroglu, M. Emin
Published: (2011) -
The hydraulic design of stepped spillways
by: Essery, I.T.S
Published: (1978) -
Assessment of Scour Depth Downstream of Sharp Crested Weirs: An Experimental Study
by: Israa A. Mohammed Jawad, et al.
Published: (2025-08-01)