Experimental investigation of the discharge coefficient of labyrinth weirs with asymmetric cycles

Authors

  • Hossein Elahifar Department of Water Engineering, Kerman Branch, Islamic Azad University, Kerman, Iran
  • Omid Tayari Department of Civil Engineering, Tehran North Branch, Islamic Azad University, Tehran, Iran
  • Najme Yazdanpanah Department of Water Engineering, Kerman Branch, Islamic Azad University, Kerman, Iran
  • Mehdi Momeni Department of Civil Engineering, Kerman Branch, Islamic Azad University, Kerman, Iran

DOI:

https://doi.org/10.17159/wsa/2022.v48.i3.3911

Keywords:

asymmetric width ratio, labyrinth weir, discharge coefficient, weir length ratio, hydraulic head

Abstract

This  study investigated the discharge coefficient in asymmetric rectangular labyrinth weirs. A dimensional analysis was carried out which showed that the discharge coefficient is a function of dimensionless parameters, such as the ratio of asymmetric widths of left and right cycles (wL/wR), the ratio of the total hydraulic head to the weir height (Ht/P), and the weir length ratio (B/wavg). The experimental results for the discharge coefficient were found to decline as wL/wR increased or B/wavg decreased. For wL/wR = 1.19, the ratio B/wavg = 2.76 improves the discharge coefficient by nearly 12.7% compared to B/wavg = 3.1. For wL/wR = 1.42, the ratio B/wavg = 2.76 improves the discharge coefficient by nearly 34.2% compared to B/wavg = 3.1. For wL/wR = 1.70, the ratio B/wavg = 2.76 improves the discharge coefficient by nearly 30% compared to B/wavg = 3.1.

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Published

2022-07-27

How to Cite

Hossein Elahifar, Omid Tayari, Najme Yazdanpanah, & Mehdi Momeni. (2022). Experimental investigation of the discharge coefficient of labyrinth weirs with asymmetric cycles. Water SA, 48(3 July). https://doi.org/10.17159/wsa/2022.v48.i3.3911

Issue

Vol. 48 No. 3 July (2022): Water SA

Section

Research paper

License

Copyright (c) 2022 Hossein Elahifar, Omid Tayari, Najme Yazdanpanah, Mehdi Momeni

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