Alluvial rivers at lowland are very complex in nature. Severe bank erosion at high flow and undue sedimentation at low flow are very common there. Groins are not functioning successfully with their present arrangements. This study investigates various orientations of groins to identify the optimum one for the effective functioning at high flow and low flow both. A 2D numerical model, RIC-Nays is utilized upon confirmation through detailed experimental data. Two types of groins: non-permeable and permeable, and four orientations: 100°, 90°, 80° and 70° to the bank line downstream are considered. Computation reveals that smaller angled groins function better through deepening the main channel and minimizing the local scour, except deposition near bank reduces.
Article navigation
1 August 2014
Research Article|
August 01 2014
Orientation of groins for wide and dynamic lowland rivers
M. Alauddin;
M. Alauddin
1
Faculty of Civil Engineering, Dhaka University of Engineering & Technology, Gazipur, 1700, Bangladesh
Search for other works by this author on:
T. Tsujimoto
T. Tsujimoto
2
Faculty of Civil Engineering, Nagoya University, Furo-cho, Chikusa-ku, Nagoya, 464-8603, Japan
Search for other works by this author on:
Publisher: Emerald Publishing
Online ISSN: 2515-8082
Print ISSN: 1708-5284
World Journal of Engineering (2014) 11 (4): 431–440.
Citation
Alauddin M, Tsujimoto T (2014), "Orientation of groins for wide and dynamic lowland rivers". World Journal of Engineering, Vol. 11 No. 4 pp. 431–440, doi: https://doi.org/10.1260/1708-5284.11.4.431
Download citation file:
128
Views
New and popular articles
Suggested Reading
Effect of simultaneous use of cable and bed sill scour countermeasures around a cylindrical pier
Proceedings of the Institution of Civil Engineers - Water Management (June,2022)
Numerical prediction of local scour around marine structures using an Eulerian three-phase model
Maritime Engineering (July,2026)
Local scour and flow-field evolution during monopile installation
Maritime Engineering (July,2026)
Local scour around a complex bridge pier under bidirectional and unidirectional flow
Proceedings of the Institution of Civil Engineers - Water Management (October,2025)
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
