Experimental Study on Erosion and Sedimentation Patterns Downstream of a W-weir in a Sinusoidal Mild Bend

Abstract

Erosion in river bends causes loss of agricultural lands, adjacent facilities, and fish habitat. W-weir structures are recommended for controlling and reducing soil erosion as well as developing habitat for fish and other aquatic organisms. This paper presents the results of an experimental study carried out to investigate the effect of a W-weir structure on a sinusoidal channel with a sinuosity of 1.12 on the scour volume and type. The W-weir was applied in three heights (0.5, 1, and 1.5) with H o /h ratio (the height of weir to flow depth ratio) and different hydraulic conditions (inflow Froude numbers 0.107, 0.142, and 0.178) tested for each structure. Bed topography was measured at the end of each experiment, and from that the types of scouring, maximum scour depth and length, as well as maximum ripple height and length were computed. Furthermore, by decreasing the height of W-weir from H o /h = 1.5 to H o /h = 0.5, the scour volume decreased from 24 to 78 percent on average for different inflow Froude numbers. The angle of inner arms of W-weir was chosen as 50 • , 64 • , 86 • , and 124 • . Minimum scour volume occurred in the angle of inner arms of w-weir 64 • for different heights of W-weir tested. Finally, two scour morphologies were observed. This study provides insights to guide and design W-weir structures for river restoration projects.

A Bibliometric Analysis and Review of Trends in Erosion and Sedimentation studies

“…Erosion in the bends of rivers causes agricultural loss and adversely affects sh habitat (Abdollahpour et al, 2017).…”

Flow Pattern and Erosion in a 90-Degrees Sharp Bend around a W−Weir

“…Few studies have been conducted on weirs regarding improving flow patterns and river restoration. Abdollahpour et al (2017) investigated the patterns of erosion and sedimentation downstream of a W−Weir. They examined a sinusoidal channel with a sinuosity of 1.12.…”

“…The key criteria influencing scour size and shape were the inflow Froude number, weir height, and the angle between two inner arms of the W−Weir. According to the study's findings, reducing the height of the W−Weir reduced scour volume, on average, for different input Froude numbers [14]. Kurdistani and Pagliara [15] investigated the scour phenomena and bed morphologies downstream of curved channel cross-vane structures.…”