Study of a Hydraulic Jump in an Asymmetric Trapezoidal Channel with Different Sluice Gates

Asymmetric trapezoidal channel; characteristic lengths; efficiency; Froude; hydraulic jump; sequent depths; sluice gate; Characteristic length; Down-stream; In-channels; Property; Sequent depth; Sluice gates; Symmetrics; Trapezoidal channels; Materials Science (all)

Abstract :

[en] In this study, the main properties of the hydraulic jump in an asymmetric trapezoidal flume are analyzed experimentally, including the so-called sequent depths, characteristic lengths, and efficiency. In particular, an asymmetric trapezoidal flume with a length of 7 m and a width of 0.304 m is considered, with the bottom of the flume transversely inclined at an angle of m = 0.296 and vertical lateral sides. The corresponding inflow Froude number is allowed to range in the interval (1.40 < F1 < 6.11). The properties of this jump are compared to those of hydraulic jumps in channels with other types of cross-sections. A relationship for calculating hydraulic jump efficiency is proposed for the considered flume. For F1?> 5, the hydraulic jump is found to be more effective than that occurring in triangular and symmetric trapezoidal channels. Also, when (Formula presented.) mes?> 8 and (Formula presented.)?> 5, the hydraulic jump in the asymmetrical trapezoidal channel downstream of a parallelogram sluice gate is completely formed as opposed to the situation where a triangular sluice is considered.

Disciplines :

Civil engineering

Author, co-author :

Debabeche, Bouthaina ; Université de Liège - ULiège > Urban and Environmental Engineering ; Research Laboratory in Civil Engineering, Hydraulics, Sustainable Development and Environment (LARGHYDE), University of Biskra, Biskra, Algeria

Cherhabil, Sonia; Underground and Surface Hydraulics Research Laboratory (LARHYSS), Biskra, Algeria

Language :

English

Title :

Study of a Hydraulic Jump in an Asymmetric Trapezoidal Channel with Different Sluice Gates

Publication date :

2024

Journal title :

Fluid Dynamics and Materials Processing

ISSN :

1555-256X

eISSN :

1555-2578

Publisher :

Tech Science Press

Volume :

Issue :

Pages :

1499 - 1516

Peer reviewed :

Peer reviewed

Funding text :

The authors express their gratitude to the LARGHYDE Laboratory at Biskra University and the HECE Laboratory at Liege University for their support in conducting this research.

Available on ORBi :

since 11 June 2025

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Bibliography

1. Nakayama Y. Introduction to fluid mechanics. 2nd ed. Oxford: Butterworth-Heinemann; 2018.
2. Gupta SK, Mehta RC, Dwivedi VK. Modeling of relative length and relative energy loss of free hydraulic jump in horizontal prismatic channel. Procedia Eng. 2013;51:529–37.
3. Chanson H. Hydraulics of aerated flows: qui pro quo? J Hydraul Res. 2013;51(3):223–43.
4. Sinniger RO, Hager WH. Hydraulic constructions-stasional flows. 2nd ed. Lausane: Editions Presses Polytechniques Romandes; 1989. p. 435–8 (In French).
5. Macián-Pérez JF, Bayón A, García-Bartual R, López-Jiménez PA, Vallés-Morán FJ. Characterization of structural properties in high reynolds hydraulic jump based on CFD and physical modeling approaches. J Hydraul Eng. 2020;146(12):04020079.
6. Anandraj A. Investigational study on self aeration characteristic of hydraulic jump. J Mech Civ Eng. 2012;4(2):27–31. doi:10.9790/1684-0422731.
7. Edmar Schulz H, Dorn Nóbrega J, Andrade Simões AL, Schulz H, deMelo Porto R. Details of hydraulic jumps for design criteria of hydraulic structures. In: Edmar Schulz H, editor. Hydrodynamics-concepts and experiments. Rijeka: InTech; 2015. p. 73–116.
8. Hager WH. Energy dissipators and hydraulic jump. 1st ed. London: Springer Science + Business Media; 1992.
9. Kim HS, Choi S, Park M, Ryu Y. Flow turbulence and pressure fluctuations in a hydraulic jump. Sustainability. 2023;15:14246. doi:10.3390/su151914246.
10. Macián-Pérez JF, García-Bartual R, García-Bartual R, López-Jiménez PA, Vallés-Morán FJ. Numerical modeling of hydraulic jumps at negative steps to improve energy dissipation in stilling basins. ApplWater Sci. 2023;13:203. doi:10.1007/s13201-023-01985-4.
11. Chanson H. Momentum considerations in hydraulic jumps and bores. J Irrig Drain Eng. 2012;138(4):382–5. doi:10.1061/(asce)ir.1943-4774.0000409.
12. Bakhmeteff BA, Matzke M. The hydraulic jump in terms of dynamic similarity. Trans Am Soc Civ Eng. 1936;101(1):360–47. doi:10.1061/taceat.0004708.
13. Hager WH, Bremen R, Kawagoshi N. Classical hydraulic jump: length of roller. J Hydraul Res. 1990;28(5):591–608. doi:10.1080/00221689009499048.
14. Jesudhas V, Balachandar R, Wang H, Murzyn F. Modelling hydraulic jumps: IDDES versus experiments. Environ Fluid Mech. 2020;20:393–413.
15. Bahmanpouri F, Gualtieri C, Chanson H. Flow patterns and free-surface dynamics in hydraulic jump on pebbled rough bed. Proc Inst Civ Eng Water Manage. 2023;176(1):32–49. doi:10.1680/jwama.20.00040.
16. Wanoschek R, Hager WH. Hydraulic jump in trapezoidal channel. J Hydraul Res. 1989;27(3):429–46.
17. Rodriguez-Diaz AJ. The hydraulic jump in a non-rectangular open channel (Ph.D. Thesis). University of Georgia: USA; 1954.
18. Hager WH,Wanoschek R. Hydraulic jump in triangular channel. J Hydraul Res. 1987;25(5):549–64. doi:10.1080/00221688709499255.
19. Debabeche M, Cherhabil S, Hafnaoui A, Achour B. Hydraulic jump in a sloped triangular channel. Can J Civ Eng. 2009;36(4):655–8.
20. Roushangar K, Ghasempour R. Evaluation of the impact of channel geometry and rough elements arrangement in hydraulic jump energy dissipation via SVM. J Hydroinf. 2019;21(1):92–103. doi:10.2166/hydro.2018.028.
21. Kiri U, Leng X, Chanson H. Positive surge propagating in an asymmetrical canal. J Hydro-Environ Res. 2020;31:41–7. doi:10.1016/j.jher.2020.04.002.
22. Atashi V, Lim YH, Khajavi M, Shafai-Bajestan M. Characteristics of hydraulic jumps in stilling basins with permeable six-legged elements. In: World Environmental and Water Resources Congress, 2020; Reston, USA. [cited 2020 May 14]; p. 66–75. doi:10.1061/9780784482971.007.
23. Chachereau Y, Chanson H. Free-surface fluctuations and turbulence in hydraulic jumps. Exp Therm Fluid Sci. 2011;35(6):896–909. doi:10.1016/j.expthermflusci.2011.01.009.
24. Afzal N, Bushra A. Structure of the turbulent hydraulic jump in a trapezoidal channel. J Hydraul Res. 2002;40(2):205–14. doi:10.1080/00221680209499863.