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Hydraulic Performance Analysis of Diagonally Aligned Circular Labyrinth Weirs Using Computational Fluid Dynamics

Year 2025, Volume: 14 Issue: 4, 2324 - 2335, 31.12.2025
https://doi.org/10.17798/bitlisfen.1730435

Abstract

Weirs are among the most critical hydraulic structures employed for the con-trolled conveyance of water in open channel systems. In conventional free over-flow weirs, the discharge capacity is predominantly a function of the upstream head. However, for operational efficiency and stability, it is often undesirable for the upstream water level to vary significantly with changes in flow rate. To over-come this limitation, labyrinth weirs—particularly sharp-crested types—have gained prominence in recent years due to their ability to increase the effective crest length within a limited channel width. The extended crest length enhances the discharge capacity at a given head, making labyrinth weirs more efficient than linear-crested weirs. Over the years, various labyrinth weir geometries, including trapezoidal, triangular, and piano key configurations, have been explored to improve hydraulic performance. Recently, new forms such as circular and diagonally stepped labyrinth weirs have been introduced. Circular labyrinth weirs offer improved discharge efficiency by minimizing nappe interference and reducing submergence at the weir cycles. On the other hand, diagonally stepped labyrinth weirs aim to enhance flow capacity at a constant head and crest length through steep downstream alignments. This study combines on the hydraulic performance of circular and diagonal stepped labyrinth weirs. Numerical model validation was conducted based on established findings from previous studies. Utilizing these validated models, a novel nappe breaker configuration was introduced and the discharge performance of stepped circular labyrinth weirs was comparatively assessed in plan view.

Ethical Statement

The study is complied with research and publication ethics.

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There are 19 citations in total.

Details

Primary Language English
Subjects Hydrodynamics and Hydraulic Engineering, Numerical Modelization in Civil Engineering
Journal Section Research Article
Authors

Mehmet Cihan Aydın 0000-0002-5477-1033

Ali Emre Ulu 0000-0001-7499-3891

Submission Date June 30, 2025
Acceptance Date December 23, 2025
Publication Date December 31, 2025
Published in Issue Year 2025 Volume: 14 Issue: 4

Cite

IEEE [1]M. C. Aydın and A. E. Ulu, “Hydraulic Performance Analysis of Diagonally Aligned Circular Labyrinth Weirs Using Computational Fluid Dynamics”, Bitlis Eren Üniversitesi Fen Bilimleri Dergisi, vol. 14, no. 4, pp. 2324–2335, Dec. 2025, doi: 10.17798/bitlisfen.1730435.

Bitlis Eren University
Journal of Science Editor
Bitlis Eren University Graduate Institute
Bes Minare Mah. Ahmet Eren Bulvari, Merkez Kampus, 13000 BITLIS