River bank erosion opposite to transverse groynes

Journal Article (2018)
Author(s)

Alessandra Crosato (TU Delft - Environmental Fluid Mechanics, IHE Delft Institute for Water Education)

José Bonilla-Porras (IHE Delft Institute for Water Education)

Arthur Pinkse (Student TU Delft)

Tsegaye Yirga Tiga (IHE Delft Institute for Water Education)

Research Group
Environmental Fluid Mechanics
Copyright
© 2018 A. Crosato, José Bonilla-Porras, Arthur Pinkse, Tsegaye Yirga Tiga
DOI related publication
https://doi.org/10.1051/e3sconf/20184003013
More Info
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Publication Year
2018
Language
English
Copyright
© 2018 A. Crosato, José Bonilla-Porras, Arthur Pinkse, Tsegaye Yirga Tiga
Research Group
Environmental Fluid Mechanics
Volume number
40
Reuse Rights

Other than for strictly personal use, it is not permitted to download, forward or distribute the text or part of it, without the consent of the author(s) and/or copyright holder(s), unless the work is under an open content license such as Creative Commons.

Abstract

Long series of groynes are built from both river sides to narrow river channels and prevent bank erosion with the aim to improve the conditions for inland navigation and prevent lateral channel migration. Single groynes or short series of groynes are built to impede local bank erosion, deviate the water flow, free an intake or fix the position of migrating bars at certain locations. These structures divert the flow towards the opposite river side where channel bed erosion increases the risk of bank failure. Flow and river bed adaptation have been extensively studied, especially for long series of groynes. Instead, studies dealing with opposite bank erosion caused by single or short series of groynes are still lacking. We investigated this phenomenon in the laboratory and using 2D numerical models with LES. This paper shows some preliminary results.