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Numerical simulation of free and submerged hydraulic jump over trapezoidal and triangular macroroughness [PDF]

open access: yesHeliyon, 2023
Hydraulic jump is a phenomenon that occurs in open channel flow and has wide utility in hydraulic engineering. The present study considered macroroughness features in the bed to improve the characteristics of free and submerged hydraulic jumps. For that,
Harshit Kumar Jayant
exaly   +4 more sources

Effect of corrugated beds on characteristics of submerged hydraulic jump

open access: yesAin Shams Engineering Journal, 2014
Hydraulic jump is generally helped in the dissipation of excess kinetic energy downstream of hydraulic structures such as gates, spillways, and weirs. This paper presents a comprehensive review of the available literature on the hydraulic jump properties
Hossam Mohamed Ali Ahmed   +4 more
exaly   +4 more sources

Numerical study of submerged hydraulic jumps over triangular macroroughnesses

open access: yesJournal of Hydroinformatics, 2023
The hydraulic jump is a phenomenon that occurs in open channels. In past studies, hydraulic jumps over smooth and macrorough beds have been investigated to enhance energy dissipation, but triangular macroroughness, specifically the right-angled ...
Harshit Kumar Jayant, Bharat Jhamnani
doaj   +2 more sources

Nonlinear variation of discharge coefficient and energy dissipation optimization for bottom outlet of EG reservoir: an integral hydraulic model study [PDF]

open access: yesScientific Reports
Precise quantification of discharge capacity is essential for flood routing and reservoir safety. However, conventional design practices commonly assume a constant discharge coefficient (µ), neglecting the nonlinear variations that emerge during partial ...
Ying Li   +5 more
doaj   +2 more sources

Pressure Fluctuations on the Bed of Submerged Hydraulic Jump [PDF]

open access: yesآب و فاضلاب, 2019
The hydraulic jump has many usages in transport and treatment of water and wastewater. It may be considered macroscopically as a rapidly varied flow with strong vortices those generate macro turbulent fluctuations.
Kamran Yousefi   +3 more
doaj   +2 more sources

Submerged hydraulic jump: a computational analysis in different scales [PDF]

open access: yesRBRH
Advancements in computational capabilities have enabled engineers and scientists to numerically model complex turbulent phenomena such as hydraulic jumps. This research assesses the capability of numerically simulating a hydraulic jump that occurs in the
João Pedro Paludo Bocchi   +2 more
doaj   +2 more sources

Minimizing downstream scour due to submerged hydraulic jump using corrugated

open access: yesAin Shams Engineering Journal, 2014
Local scour downstream of hydraulic structures due to hydraulic jump is considered one of the tedious and complicated problems facing their stability.
Hossam Mohamed Ali   +4 more
doaj   +2 more sources

Effect of different screen widths on the submerged hydraulic jump characteristics [PDF]

open access: yesThe Egyptian International Journal of Engineering Sciences and Technology, 2021
Hydraulic jump used to dissipate excessive kinetic energy in natural water ways since the down of time. Screens fixed in the stilling basin to control the hydraulic jump location, depth and length from four decades ago.
osama saleh   +2 more
doaj   +1 more source

Effect of different screen areas on the submerged hydraulic jump characteristics [PDF]

open access: yesPort Said Engineering Research Journal, 2022
The hydraulic jump is a natural phenomenon occurs in steep waterways and behind the heading up structures. The main benefit of the hydraulic jump is dissipating the excessive kinetic energy. Tools such as sill, baffle blocks… etc.
Osama Saleh   +2 more
doaj   +1 more source

Classification of surface regimes over broad-crested gabion weir [PDF]

open access: yesمهندسی عمران شریف, 2021
The present study investigate 12 experimental broad-crested gabion models. In order to investigate the flow regimes over this structure, hydraulic characteristics were measured under different submergence conditions. A comparison of coefficient discharge
S. S‌a‌l‌e‌h‌i   +2 more
doaj   +1 more source

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