Abstract

This study aimed to assess the effect of time on local scour development downstream of parallel sluice gates in different operations. The results revealed that the time scale of local scour development is a function of symmetric and asymmetric operations of the gates. By reducing the gate opening to a channel width ratio, the maximum scour depth and accuracy of the power-law equation increase and decrease, respectively, compared with classic hydraulic jump conditions. Finally, a new equation with high accuracy is proposed.

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Data Availability Statement

The experimental data supporting the findings of this study are available at https://zenodo.org/record/7604000#.Y9166PhBzIU.

References

Ali, K. H. M., and S. Y. Lim. 1986. “Local scour caused by submerged wall jets.” Proc. Inst. Civ. Eng. 81 (4): 607–645. https://doi.org/10.1680/iicep.1986.464.
Aminpour, Y., J. Farhoudi, H. Khalili Shayan, and R. Roshan. 2018. “Characteristics and time scale of local scour downstream stepped spillways.” Sci. Iran. 25 (2): 532–542. https://doi.org/10.24200/SCI.2017.4187.
Bijankhan, M., and S. Kouchakzadeh. 2015. “Free hydraulic jump due to parallel jets.” J. Irrig. Drain. Eng. 141 (2): 04014049. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000797.
Bremen, R. 1990. “Expanding stilling basin.” Ph.D. thesis, Dept. de Genie Civil, Ecole Polytechnique Federale de Lausanne.
Bremen, R., and W. H. Hager. 1993. “T-jump in abruptly expanding channel.” J. Hydraul. Res. 31 (1): 61–78. https://doi.org/10.1080/00221689309498860.
Breusers, H. N. C. 1967. “Time scale of two dimensional local scour.” In Vol. 3 of Proc., 12th Congress IAHR. CD Delft, Netherlands: Delft Univ. of Technology.
Dey, S., and A. Sarkar. 2006. “Scour downstream of an apron due to submerged horizontal jets.” J. Hydraul. Eng. 132 (3): 246–257. https://doi.org/10.1061/(ASCE)0733-9429(2006)132:3(246).
Elsayed, H., E. Helal, M. El-Enany, and M. Sobeih. 2021. “Impacts of multi-gate regulator operation schemes on local scour downstream.” ISH J. Hydraul. Eng. 27 (1): 51–64. https://doi.org/10.1080/09715010.2018.1511386.
Farhoudi, J., and K. V. Smith. 1982. “Time scale for scour downstream of hydraulic jump.” J. Hydraul. Div. 108 (10): 1147–1162. https://doi.org/10.1061/JYCEAJ.0005912.
Fawer, C. 1937. “Calcul de la contraction causeHe par une vanne plane dans le cas d’un eHcoulement deHnoyeH.” Bull. Tech. Suisse Romande 63 (19): 192–198.
Khalili Shayan, H., and J. Farhoudi. 2015. “Local scour profiles downstream of adverse stilling basins.” Sci. Iran. 22 (1): 1–14.
Khalili Shayan, H., J. Farhoudi, and A. Vatankhah. 2020. “Analysis of sequent depth ratio and length of sudden expanding hydraulic jump under symmetrical and asymmetrical developments.” [In Persian.] J. Hydraul. 15 (1): 75–95. https://doi.org/10.30482/JHYD.2020.208837.1420.
Magalhaes, L. E. M. D. M. 1974. “The merging of flow from a sluice gate with a parallel stream.” Ph.D. thesis, Imperial College of Science and Technology, Univ. of London.
Montes, J. S. 1997. “Irrotational flow and real fluid effects under planar sluice gates.” J. Hydraul. Eng. 123 (3): 219–232. https://doi.org/10.1061/(ASCE)0733-9429(1997)123:3(219).
Negm, A. M., G. M. Abdelaal, M. M. Elfiky, and Y. M. Abdalla. 2007. “Effect of multi-gates regulators operations on downstream scour pattern under submerged flow conditions.” In Vol. 2 of Proc., IWTC11, 735–767. Giza, Egypt: Cairo Univ.
Oliveto, G., and V. Comuniello. 2009. “Local scour downstream of positive-step stilling basins.” J. Hydraul. Eng. 135 (10): 846–851. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000078.
Roth, A., and W. H. Hager. 1999. “Underflow of standard sluice gate.” Exp. Fluids 27 (4): 339–350. https://doi.org/10.1007/s003480050358.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 149Issue 10October 2023

History

Received: Jul 18, 2022
Accepted: Jul 4, 2023
Published online: Aug 9, 2023
Published in print: Oct 1, 2023
Discussion open until: Jan 9, 2024

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Babak Mahmoudi, Ph.D. [email protected]
Dept. of Water Engineering, Urmia Univ., Urmia 5756151818, Iran. Email: [email protected]
Associate Professor, Dept. of Water Engineering, Urmia Univ., Urmia 5756151818, Iran (corresponding author). ORCID: https://orcid.org/0000-0003-1980-5629. Email: [email protected]
Associate Professor, Dept. of Irrigation and Reclamation Engineering, College of Agriculture and Natural Resources, Univ. of Tehran, Karaj 3158777871, Iran. ORCID: https://orcid.org/0000-0002-2512-2317. Email: [email protected]
Associate Professor, Dept. of Physics and Engineering, Slippery Rock Univ. of Pennsylvania, Slippery Rock, PA 15215. ORCID: https://orcid.org/0000-0003-4761-5750. Email: [email protected]

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