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Feb 27, 2024

Discussion of “Discharge Coefficient of Symmetrical Stepped and Triangular Labyrinth Side Weirs in a Subcritical Flow Regime”

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Publication: Journal of Irrigation and Drainage Engineering
Volume 150, Issue 3
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Data Availability Statement

All data, solution procedures, and models used during the study appear in the published discussion or the original paper.

Acknowledgments

This research is supported by the Project of Education in Jiangxi Province (GJJ211936), the Key Project of the Water Resources Department of Jiangxi Province of China (202124ZDKT14), and the Science and Natural Science Foundation of Jiangxi Province of China (20192ACBL20041).

References

Aydin, M. C., and M. E. Emiroglu. 2013. “Determination of capacity of labyrinth side weir by CFD.” Flow Meas. Instrum. 29 (Mar): 1–8. https://doi.org/10.1016/j.flowmeasinst.2012.09.008.
Borghei, S. M., M. A. Nekooie, H. Sadeghian, and M. R. J. Ghazizadeh. 2013. “Triangular labyrinth side weirs with one and two cycles.” Proc. Inst. Civ. Eng. Water Manage. 166 (1): 27–42. https://doi.org/10.1680/wama.11.00032.
Chuang, W. L., and S. C. Hsiao. 2011. “Three-dimensional numerical simulation of intake model with cross flow.” J. Hydrodyn. 23 (3): 314–324. https://doi.org/10.1016/S1001-6058(10)60118-7.
Hirt, C., and B. Nichols. 1981. “Volume of Fluid (VOF) method for the dynamics of free boundaries.” J.Comput. Phys. 39 (1): 201–225. https://doi.org/10.1016/0021-9991(81)90145-5.
Smagorinsky, J. 1963. “General circulation experiments with the primitive equations: I. The basic experiment.” Mon. Weather Rev. 91 (3): 99–164. https://doi.org/10.1175/1520-0493(1963)091%3C0099:GCEWTP%3E2.3.CO;2.
Tokyay, T. E., and S. G. Constantinescu. 2006. “Validation of a large-eddy simulation model to simulate flow in pump intakes of realistic geometry.” J. Hydraul. Eng. 132 (12): 1303–1315. https://doi.org/10.1061/(ASCE)0733-9429(2006)132:12(1303).
Ziaei, A. N., N. S. Nikou, A. Beyhaghi, F. Attarzadeh, and S. R. Khodashenas. 2019. “Flow simulation over a triangular labyrinth side weir in a rectangular channel.” Prog. Comput. Fluid Dyn. 19 (1): 22–24. https://doi.org/10.1504/PCFD.2019.097599.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 150Issue 3June 2024

History

Received: Jun 28, 2023
Accepted: Jul 5, 2023
Published online: Feb 27, 2024
Published in print: Jun 1, 2024
Discussion open until: Jul 27, 2024

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Authors

Affiliations

Lecturer, College of Water Conservancy and Ecological Engineering, Nanchang Institute of Technology, Nanchang 330099, China (corresponding author). ORCID: https://orcid.org/0000-0003-0421-5327. Email: [email protected]
Teaching Assistant, College of Water Conservancy and Ecological Engineering, Nanchang Institute of Technology, Nanchang 330099, China. Email: [email protected]
Research Assistant, Yaohu Honors College, Nanchang Institute of Technology, Nanchang 330099, China. Email: [email protected]
Senior Engineer, Jiangxi Institute of Science and Technology Information, Nanchang 330046, China. Email: [email protected]

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