Effects of Bed Material and Downstream Flow Depth on the Evolution of Bed in a Right-Angled Open-Channel Confluence
Publication: Journal of Irrigation and Drainage Engineering
Volume 150, Issue 1
Abstract
Effects of bed material and downstream flow depth on bed evolution in a right-angled channel confluence were studied through laboratory experiments. Velocity field, water surface elevation, and bed profile were measured intermittently until the flow attained equilibrium. Sediment discharges at various locations of the confluence were estimated from bed levels. Six prominent bedforms were identified, and their characteristics were quantified. The sediment discharges from different channels were initially high but decreased to approximately zero as the flow attained equilibrium. Downstream flow depth influenced overall sediment transport in the system, including the main features of bed morphology. Overall erosion in the confluence reduced as the particle size of the bed material increased. In addition, the maximum scour depth occurred at the confluence edge, and, due to the sharp corner of the confluence, its location did not change with time. Results from the present experimental study can help validate numerical models and assist in the design of a right-angled confluence.
Practical Applications
This study is related to the hydraulics of man-made confluences with mobile beds and can be useful in the following practical applications. More accurate numerical models to predict maximum scour, bed morphodynamics, and sediment transport in man-made confluences can be developed using the detailed bed profile measurements at different time instants presented in this study. Note that available numerical models use sediment discharge formulas (e.g., Meyer-Peter-Muller, Van Rijn), which are for sediment flows in straight channels. The interplay between the three-dimensional flow field, developed bed shear stress, and sediment discharge can be explored. In addition, A man-made confluence with the mobile bed can be designed with findings from the present study. The bedforms corresponding to equilibrium flow depend on discharge ratio, confluence angle, flow conditions at the exit channel, and bed material characteristics. The major bedforms can be incorporated into the confluence geometry.
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Data Availability Statement
The data of this study are available from the corresponding author upon reasonable request.
Acknowledgments
The authors thank the journal editors and reviewers for their valuable comments and suggestions. The authors also acknowledge the Indian Council of Cultural Relations (ICCR) and the Department of Biotechnology under the Ministry of Science and Technology, Government of India for financial help (Grant/Sanction No. BT/IN/Indo-UK/AMR-Env/03/ST/2020-21, December 11, 2020) and the Indian Institute of Technology Gandhinagar for laboratory and other support.
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Information & Authors
Information
Published In
Journal of Irrigation and Drainage Engineering
Volume 150 • Issue 1 • February 2024
Copyright
© 2023 American Society of Civil Engineers.
History
Received: Apr 21, 2023
Accepted: Oct 2, 2023
Published online: Nov 9, 2023
Published in print: Feb 1, 2024
Discussion open until: Apr 9, 2024
ASCE Technical Topics:
- Bed forms
- Bed materials
- Channels (waterway)
- Engineering fundamentals
- Engineering mechanics
- Equilibrium
- Flow measurement
- Hydraulic engineering
- Hydraulic structures
- Measurement (by type)
- River and stream beds
- River engineering
- Rivers and streams
- Sediment
- Sediment transport
- Statics (mechanics)
- Water and water resources
- Waterways
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