Effect of Corner Shape on Hydraulic Performance of One-Cycle Rectangular Labyrinth Weirs

Abstract

The hydraulic performance of rectangular labyrinth weirs has been investigated by many researchers, however, the effects of the corner shape on the hydraulic performance of rectangular labyrinth weirs have not been addressed in the current literature. Accordingly, this experimental study aims to explore the effect of the corner shape of on discharge efficiency of rectangular labyrinth weirs. Five flat-crested rectangular labyrinth weirs, with five different corner shapes, were made of High-Density Polyethylene Plastic (HDPE) and tested in a rectangular flume. Under different overflow discharges, the discharge coefficients for the rectangular labyrinth weirs were determined. The results showed that the shape of corners for rectangular labyrinth weirs was an effective factor. For example, rounding or beveling the corners can significantly increase the discharge capacity of the rectangular labyrinth weirs. However, the rounded corner shape was slightly better than the beveled corner shape. Among all labyrinth weir models tested in this study, the rectangular labyrinth weir with a semi-circular apex showed the highest hydraulic efficiency, while the one with an acute-angle corner shape showed the lowest hydraulic efficiency. For the rectangular labyrinth weir having a semi-circular shape, although the original effective length reduced by about 14%, the discharge coefficient, CL, increased by 16.7% on average. For the rectangular labyrinth weir that has an acute-angle corner shape, although the effective length (LC) of the weir increased by 23%, its discharge capacity decreased by 35.2% on average. Accordingly, improper folding of the side-walls of the rectangular labyrinth weir led to a significant reduction in the weir’s hydraulic performance.

Characteristics of Flow over Rectangular Labyrinth Weirs with Round Corners

“…The consequences of headwater inflation may have been responsible for this. As the effective lengths of the labyrinth weirs, L C , increased, the effect of headwater inflation reduced; a longer weir produces less headwater inflation [2,5,15]. As a result, by increasing the effective length of rectangular labyrinth weirs and increasing the M values (L C /B ratios), the effects of headwater inflation of rectangular labyrinth weirs can be mitigated.…”

“…It is thought that upgrading the corner designs of rectangular labyrinth weirs will reduce or eliminate nappe interference and boost hydraulic efficiency. Although many researchers have looked at the hydraulic performance of rectangular labyrinth weirs [4,5,9,10,[12][13][14], the hydraulic performance of rectangular labyrinth weirs with different corner shapes has not been explored in the existing literature, except by Yousif and Karakouzian (2020) [15]. Yousif and Karakouzian (2020), in an attempt to improve the hydraulic performance of rectangular labyrinth weirs, so as to alleviate the adverse effects of nappe interference and headwater inflation, studied the effects of the corner shape on the flow properties over the labyrinth weirs.…”

“…Although many researchers have looked at the hydraulic performance of rectangular labyrinth weirs [4,5,9,10,[12][13][14], the hydraulic performance of rectangular labyrinth weirs with different corner shapes has not been explored in the existing literature, except by Yousif and Karakouzian (2020) [15]. Yousif and Karakouzian (2020), in an attempt to improve the hydraulic performance of rectangular labyrinth weirs, so as to alleviate the adverse effects of nappe interference and headwater inflation, studied the effects of the corner shape on the flow properties over the labyrinth weirs. In their study, the effects of different corner shapes on the hydraulic performance of the rectangular labyrinth weirs were evaluated.…”